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2023-11-07 CC packetCITY OF SOUTHLAK.E TEXAS REGULAR CITY COUNCIL MEETING AGENDA NOVEMBER 7, 2023 LOCATION: 1400 Main Street, Southlake, Texas 76092 Council Chambers in Town Hall WORK SESSION: 5:30 P.M. 1. Call to order 2. Invocation: Clayton Reed 3. Southlake Business Spotlight: CRAVE Kitchens, 280 Commerce, Suite 107 4. Recognition & Proclamation: Veteran's Day 5. Recognition & Proclamation: Texas Rangers World Series Champions Day 6. Recognition of Tree City U.S.A. and Arbor Day Proclamation 7. Review of the Southlake Sidewalks Program 8. Municipal Service Center & Public Safety Training Tower Project Update 9. Discuss all items on tonight's agenda. No action will be taken and each item will be considered during the Regular Session. REGULAR SESSION: Immediately following the work session 1. Call to order. 2. A. Executive Session: Pursuant to the Open Meetings Act, Chapter 551, Texas Government Code, Sections 551.071, 551.072, 551.073, 551.074, 551.076, 551.087, 418.183(f), and 418.106(d) & (e). Refer to posted list attached hereto and incorporated herein. Executive Session may be held, under these exceptions, at the end of the Regular Session or at any time during the meeting that a need arises for the City Council to seek advice from the city attorney as to the posted subject matter of this City Council meeting. 1. Section 551.071: Consultation with city attorney. a. Seek advice of the city attorney regarding legal issues related to legislative items. City of Southlake values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork City of Southlake City Council meeting agenda November 7, 2023 Page 2 of 6 b. Seek advice of the city attorney regarding the specific use permit process. 2. Section 551.072: Deliberation regarding real property. a. Deliberate the acquisition of real property for public purposes. 3. Section 551.074: Deliberation regarding personnel matters. a. Deliberate the appointment, employment, or duties of the City Manager. 4. Section 551.087: Deliberation regarding economic development negotiations. a. Deliberate the terms and conditions of an economic development incentive program — Project No. 2023-03. B. Reconvene: Action necessary on items discussed in Executive Session. A. Mayor's Report B. City Manager's Report 1. Southlake Serves Update (CRM) CONSENT AGENDA: All items listed below are considered to be routine by the City Council and will be enacted with one motion. There will be no separate discussion of items unless a Councilmember or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. 4. Consent: A. Approve minutes from the October 17, 2023, regular City Council meeting. B. Approve purchase with Texas Air Systems in an amount not to exceed $135,000 for the replacement of pool heaters at Champions Club. C. Approve purchase with Kubota Tractor Corporation in an amount not to exceed $62,000. D. Approve the renewal for Adobe licenses from CDWG in an amount not to exceed $55,000. City of Southlake values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork City of Southlake City Council meeting agenda November 7, 2023 Page 3 of 6 E. Authorize expenditures with North Rock Construction for the construction of the Southlake Pickleball Complex Project in an amount not to exceed $3,900,000 and ratify contract change orders that have been issued to date. F. Approval of a Variance to the Subdivision Ordinance No. 483, as amended, Section 4.01.1, "Expiration of Plats" and a Plat Extension for Case ZA22- 0051, being the Final Plat for Rainey Estates, an addition to the City of Southlake, Denton County, Texas, and located at 4078 N. White Chapel Blvd., Southlake, Texas. Current Zoning: "SF-1X Single Family Residential District. SPIN Neighborhood #1. G. Approval of a Variance to the Subdivision Ordinance No. 483, as amended, Section 4.01.1, "Expiration of Plats" and a Plat Extension for Case ZA22- 0053, being the Final Plat for Carillon Parc Phase I, an addition to the City of Southlake, Tarrant County, Texas and located at 1775, 1781 and 1801 N. White Chapel Blvd., 1840 Riviera Ln., 201 E. Kirkwood Blvd., 1700 N. Carroll Ave. (addressed as 1900 N. Carroll Ave. by Tarrant Appraisal District) and 100 through 300 E. State Hwy. 114., Southlake, Texas. Current Zoning: "ECZ" Employment Center Zoning District. SPIN Neighborhood #3. H. Ordinance No. 1075-D, 1st Reading, amendments to the City of Southlake Mobility Master Plan, an element of the Southlake Comprehensive Plan. Approve a lease agreement with KRG Town Square Ventures, LLC, for off - site office space. REGULAR AGENDA: 5. Public Forum. (The Public Forum will not begin priorto 7:00 p.m. This is the public's opportunity to address the City Council about non -agenda items. During this proceeding, the City Council will not discuss, consider, or take action on any item presented. We respectfully ask that anyone stepping forward to speak during Public Forum to please limit remarks to three minutes or less.) 6. Ordinances, second readings, public hearings, and related items: A. Ordinance No. 1279, 2nd Reading, adopting the 2024 Standards of Care for the recreation programs for elementary school -age children operated by the Community Services Department. PUBLIC HEARING B. Ordinance No. 1280, 2nd Reading, adoption of the 2023 National Electrical Code. PUBLIC HEARING C. Ordinance No. 480-804, ZA23-0008, 2nd Reading, Zoning Change and Site Plan for Southlake Marketplace, for property described as Lots 5, 6, and 7, City of Southlake values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork City of Southlake City Council meeting agenda November 7, 2023 Page 4 of 6 Block 1, Southlake Crossing Phase 11, an addition to the City of Southlake, Tarrant County, Texas and located at 2001-2115 W. Southlake Blvd., Southlake, Texas, Current Zoning: "C-3" General Commercial District. Requested Zoning: "S-P-1" Detailed Site Plan District. SPIN Neighborhood #10. PUBLIC HEARING (This item was tabled at the October 17, 2023, City Council meeting.) 7. Ordinances, first readings, and related items: (There are no items on this agenda.) 8. Resolutions: A. Resolution No. 23-026, casting votes for Tarrant Appraisal District Board of Directors, 9. Other items for consideration: A. SV23-0018, Sign Variances for Johnson Health and Wellness, located at 2800 E. Southlake Blvd., Southlake, Texas. Z. SV23-0019, Sign Variances for GMI located at 350 S. Nolen Dr., Southlak— Texas. i 10. Other items for discussion: (There are no items on this agenda.) 11. Adjournment CERTIFICATE I hereby certify that the above aqenda was posted on the official bulletin boards at Town Hall, 1400 Main Street SWtIil'A0')Texas, on Friday, November 3, 2023, by 5:00 p.m., 0 to' the Texas G, r e"f. Chapter 551. p4ursant, to pm n Amy he y,JRMC t" City tart' ffi If you plan to attend this pubfio, have a disability that requires special needs, please advise the City Secretary's Oce48 hours in advance at 817-748-8016 and reasonable accommodations will be made to assist you. City of Southlake values: Integrity * Innovation + Accountability + Commitment to Excellence + Teamwork City of Southlake City Council meeting agenda November 7, 2023 Page 5 of 6 EXECUTIVE SESSION Section 551.071: Consultation with attorney. The City Council may conduct a private consultation with its attorney when the City Council seeks the advice of its attorney concerning any item on this agenda, about pending and contemplated litigation, or a settlement offer, or on a matter in which the duty of the attorney to the City Council under the Texas Disciplinary Rules of Professional Conduct of the State Board of Texas clearly conflicts with Chapter 551. This includes the following pending and/or contemplated litigation subjects: 1. Roger Best, Et Al vs. Vann/Elli, Inc, and the City of Southlake; Cause No. 141- 337858-22. 2. Athenna Havard vs. the City of Southlake, et al.; Cause No. 141-343085-23. Section 551.072: Deliberation regarding real property. The City Council may conduct a closed meeting to deliberate the purchase, exchange, lease or value of real property. Section 551.071 Deliberation regarding prospective gift or donation. The City Council may conduct a closed meeting to deliberate a negotiated contract for a prospective gift or donation to the City. Section 551.074: Deliberation regarding personnel matters. The City Council may deliberate the appointment, employment, evaluation, reassignment, duties, discipline, or dismissal of public officers, including the City Manager, City Secretary, City Attorney, Municipal Judge and city boards and commission members. A complete list of the city boards and commissions is on file in the City Secretary's Office. Section 551.076: Deliberation regarding security devices. The City Council may deliberate the deployment, or specific occasions for implementation of security personnel or devices. Section 551.087: Deliberation regarding economic development negotiations. The City Council may discuss or deliberate regarding commercial or financial information received from a business prospect that the city seeks to have locate, stay, or expand in or near the city and which the City is conducting economic development negotiations; or to deliberate the offer of a financial or other incentive to a business prospect as described above. Section 551.089: Deliberation regarding security devices or security audits. The City Council may discuss or deliberate regarding security assessments or deployments relating to information resources technology; network security information as described by Section 2059.055(b); the deployment, or specific occasions for implementation, of security personnel, critical infrastructure, or security devices, or results of security audits. Section 418.183(f): Texas Disaster Act. The City Council may deliberate information: 1) for purposes of preventing, investigating, or responding to an act of terrorism or related City of Southlake values. - Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork City of Southlake City Council meeting agenda November 7, 2023 Page 6 of 6 criminal activity and involving emergency response providers, their staffing, contact information and tactical plans; 2) that relates to the risk or vulnerability of persons or property, including infrastructure, to an act of terrorism; 3) that relates to the assembly of an explosive weapon, the location of a material that may be used in a chemical, biological or radioactive weapon, or unpublished information pertaining to vaccines or devices to detect biological agents or toxins; 4) that relates to details of the encryption codes or security keys for a public communication system; 5) that relates to a terrorism -related report to an agency of the United States; 6) that relates to technical details of particular vulnerabilities of critical infrastructure to an act of terrorism; 7) that relates to information regarding security measures or security systems intended to protect public and private property from an act of terrorism. The Texas Disaster Act specifically requires that a tape recording of the closed meeting be made. Section 418.106(d) & (e): Local meetings to discuss emergency management plans regarding pipeline safet .. The City Council may discuss emergency management plans involving pipeline safety and/or security of pipeline infrastructures or facilities when those plans or discussions contain such sensitive information. City of Southlake values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 1 of 8 REGULAR CITY COUNCIL MEETING MINUTES OCTOBER 17, 2023 LOCATION: 1400 Main Street, Southlake, Texas 76092 Council Chambers in Town Hall CITY COUNCIL PRESENT: Mayor John Huffman, Mayor Pro Tem Shawn McCaskill, Deputy Mayor Pro Tem Kathy Talley, and Councilmembers Randy Robbins, Ronell Smith, Amy Torres-Lepp, and Randy Williamson STAFF PRESENT: City Manager Shana Yelverton, Assistant City Manager Alison Ortowski, Senior Director of Human Resources Stacey Black, Director of Communications Pilar Schank, Chief Financial Officer Sharen Jackson, Police Chief James Brandon, Deputy Fire Chief Jeremy Wilson, Director of Community Services David Miller, Operations Manager of Customer Service Melody Anderson, Director of Economic Development and Tourism Daniel Cortez, Director of Planning and Development Services Dennis Killough, Director of Public Works Rob Cohen, City Attorney Allen Taylor, and City Secretary Amy Shelley. WORK SESSION: 1. CALL TO ORDER Work Session was called to order by Mayor John Huffman at 5:30pm. 2. INVOCATION: CLAYTON REED Mr. Clayton Reed provided the invocation. Mayor John Huffman led the pledges of allegiance to the United States and Texas Flags. 3. DISCUSS ALL ITEMS ON TONIGHT'S AGENDA. NO ACTION WILL BE TAKEN AND EACH ITEM WILL BE CONSIDERED DURING THE REGULAR SESSION. Mayor Huffman reviewed the items on the consent agenda. REGULAR SESSION: Immediately following the work session 1. CALL TO ORDER Regular Session was called to order by Mayor Huffman at 5:37pm. 2A. EXECUTIVE SESSION ITEM 4A REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 2 of 8 Mayor Huffman announced the City Council would go into Executive Session pursuant to the Open Meetings Act, Chapter 551, Texas Government Code, Section 551.071 consultation with city attorney; Section 551.072 deliberation regarding real property; Section 551.074 deliberation regarding personnel matters; and Section 551.087 deliberation regarding economic development negotiations. City Council adjourned for Executive Session at 5:37pm. Executive Session began at 5:45pm and concluded at 6:53pm. 2B. RECONVENE Mayor Huffman reconvened the meeting at 6:57pm. As a result of Executive Session, a motion was made to declare Alison Ortowski as the lone finalist for the position of City Manager for the City of Southlake and further instruct Senior Director of Human Resources Stacey Black to negotiate an employment contract with Mrs. Ortowski to be approved by the City Council at a future date. Motion: McCaskill Second: Talley Ayes: Talley, Robbins, McCaskill, Huffman, Smith, Torres-Lepp, Williamson Nays: None Absent: None Approved: 7-0 Another result of Executive Session, a motion to approve the settlement, contingent on City Council approval, negotiated at the October 9, 2023 mediation in Roger Best and Kimberly Best v. Vann/Elli, Inc. et al., Cause No. 141-337858-22, to resolve all of plaintiffs’ claims, asserted and unasserted, against the City of Southlake pursuant to the terms discussed in executive session and to be accomplished through settlement and dismissal documents approved by the City’s defense counsel and the City Attorney. Motion: McCaskill Second: Talley Ayes: Talley, Robbins, McCaskill, Huffman, Smith, Torres-Lepp, Williamson Nays: None Absent: None Approved: 7-0 3. REPORTS: 3A. MAYOR’S REPORT 3B. CITY MANAGER’S REPORT 3B1. MONTHLY FINANCIAL REPORT (WRITTEN) CONSENT AGENDA: All items listed below are considered to be routine by the City Council and will be enacted with one motion. There will be no separate discussion of REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 3 of 8 items unless a Councilmember or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence. 4. CONSENT: 4A. APPROVE MINUTES FROM THE OCTOBER 3, 2023, REGULAR CITY COUNCIL MEETING. 4B. APPROVAL FOR PERMANENT LARGE PLANS AND HISTORICAL MAP SCANNING SERVICES WITH ARMSTRONG ARCHIVES, LLC., IN AN AMOUNT NOT TO EXCEED $100,000. 4C. ITEM LEFT BLANK INTENTIONALLY. 4D. APPROVE AN ENCROACHMENT AND JOINT USE AGREEMENT OF TWO EXISTING GARAGE STRUCTURES WITHIN A UTILITY EASEMENT LOCATED AT 500 BENT WOOD LANE. 4E. APPROVE THE RENEWAL OF A CONTRACT WITH TACTICAL SYSTEMS NETWORK (TSN) FOR TOWN HALL AND CHAMPIONS CLUB SECURITY IN AN AMOUNT NOT TO EXCEED $381,000. 4F. APPROVE ZA23-0052, PLAT REVISION FOR LOT 1R2, R.P. ESTES SUBDIVISION (FORMERLY ADVERTISED AS LOT 2R1) BEING A REVISION OF THE REMAINDER OF TRACT 1, R.P. ESTES SUBDIVISION, CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS, AND LOCATED AT 974 W. DOVE ROAD, SOUTHLAKE, TEXAS. CURRENT ZONING: “AG” AGRICULTURAL DISTRICT. SPIN NEIGHBORHOOD #5. 4G. APPROVE THE ANNUAL CONTRACT WITH PRESIDIO FOR PREMIUM SUPPORT FOR RUBRIK BACKUP AND RECOVERY APPLIANCE IN AN AMOUNT NOT TO EXCEED $60,500. 4H. RATIFY EXPENDITURES RELATED TO THE TOWN HALL PLAZA PARK PROJECT CONCEPT DESIGN AND SURVEYING SERVICES PERFORMED BY TBG PARTNERS IN AN AMOUNT NOT TO EXCEED $56,500. 4I. APPROVE ORDINANCE NO. 1279, 1ST READING, ADOPTING THE 2024 STANDARDS OF CARE FOR THE RECREATION PROGRAMS FOR ELEMENTARY SCHOOL-AGE CHILDREN OPERATED BY THE COMMUNITY SERVICES DEPARTMENT. 4J. APPROVE FACILITIES UTILIZATION AGREEMENT WITH DRAGON YOUTH BASEBALL. 4K. APPROVE FACILITIES UTILIZATION AGREEMENT WITH THE MIRACLE LEAGUE OF SOUTHLAKE. REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 4 of 8 4L. APPROVE FACILITIES UTILIZATION AGREEMENT WITH SOUTHLAKE GIRLS SOFTBALL ASSOCIATION. 4M. APPROVE ORDINANCE NO. 1280, 1ST READING, ADOPTING THE 2023 NATIONAL ELECTRICAL CODE. 4N. VARIANCE TO SUBDIVISION ORDINANCE NO. 483, AS AMENDED, SECTION 5.06, REQUIRING A MINIMUM 5-FOOT-WIDE SIDEWALK ALONG THE HILLSIDE COURT STREET FRONTAGE OF LOT 19, J.J. FRESHOUR NO. 521 ADDITION, LOCATED AT 2300 HILLSIDE COURT, CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS. APPROVED Motion was made to approve Consent Items 4A-4N, as written, including moving Item 6A, from the Regular Agenda to the Consent Agenda, and noting the following: - Item 4B – Item left blank intentionally. - Item 6A – ACCEPTING THE APPLICANT’S REQUEST TO TABLE TO THE NOVEMBER 7, 2023 COUNCIL MEETING - Ordinance No. 480-804, ZA23-0008, 2nd Reading, Zoning Change and Site Plan for Southlake Marketplace, for property described as Lots 5, 6, and 7, Block 1, Southlake Crossing Phase II, an addition to the City of Southlake, Tarrant County, Texas and located at 2001-2115 W. Southlake Blvd., Southlake, Texas. Motion: McCaskill Second: Talley Ayes: Talley, Robbins, McCaskill, Huffman, Smith, Torres-Lepp, Williamson Nays: None Approved: 7-0 At this point in the meeting, Councilmember Randy Robbins left the meeting, and the minutes reflect the vote accordingly. REGULAR AGENDA: 5. PUBLIC FORUM Mayor Huffman opened the public forum at 7:00pm. There being no one wishing to speak, Mayor Huffman closed the public forum at 7:00pm. 6. ORDINANCES, SECOND READINGS, PUBLIC HEARINGS, AND RELATED ITEMS: 6A. ORDINANCE NO. 480-804, ZA23-0008, 2ND READING, ZONING CHANGE AND SITE PLAN FOR SOUTHLAKE MARKETPLACE, FOR PROPERTY DESCRIBED AS LOTS 5, 6, AND 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II, AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 5 of 8 TEXAS AND LOCATED AT 2001-2115 W. SOUTHLAKE BLVD., SOUTHLAKE, TEXAS. CURRENT ZONING: “C-3” GENERAL COMMERCIAL DISTRICT. REQUESTED ZONING: “S-P-1” DETAILED SITE PLAN DISTRICT. SPIN NEIGHBORHOOD #10. PUBLIC HEARING APPROVED TO TABLE TO THE NOVEMBER 7, 2023, COUNCIL MEETING UNDER CONSENT 6B. ORDINANCE NO. 928A, 2ND READING, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS, REPEALING ARTICLE VII, "CURFEW FOR MINORS" OF CHAPTER 15, "PUBLIC SAFETY" OF THE SOUTHLAKE CITY CODE. PUBLIC HEARING APPROVED Police Chief James Brandon presented Item 6B and answered questions from Council. Mayor Huffman opened the public hearing at 7:01pm. There being no one wishing to speak, Mayor Huffman closed the public hearing at 7:01pm. Motion was made to approve Item 6B, Ordinance No. 928A, 2nd Reading, an ordinance of the City Council of the City of Southlake, Texas, repealing Article VII, "Curfew For Minors" of Chapter 15, "Public Safety" of the Southlake City Code. Motion: McCaskill Second: Talley Ayes: Talley, McCaskill, Huffman, Smith, Torres-Lepp, Williamson Nays: None Absent: Robbins Approved: 6-0 ORDINANCE NO. 928A AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS, REPEALING ARTICLE VII, “CURFEW FOR MINORS” OF CHAPTER 15, “PUBLIC SAFETY” OF THE SOUTHLAKE CITY CODE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE. 7. ORDINANCES, FIRST READINGS, AND RELATED ITEMS: (THERE ARE NO ITEMS ON THIS AGENDA.) 8. RESOLUTIONS: (THERE ARE NO ITEMS ON THIS AGENDA.) 9. OTHER ITEMS FOR CONSIDERATION: 9A. SV23-0016, SIGN VARIANCES FOR VALORA MEDICAL GROUP LOCATED AT 1050 E. S.H. 114, SUITE 100, SOUTHLAKE, TEXAS. REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 6 of 8 APPROVED Director of Planning and Development Services Dennis Killough presented Item 9A and answered questions from Council. Samantha Dubeck, 3605 Iron Mountain Ranch Ct., submitted a speaker card in opposition to this item but she was not present to speak. Motion was made to approve Item 9A, SV23-0016, Sign Variances for Valora Medical Group located at 1050 E. S.H. 114, Suite 100, Southlake, Texas, subject to Staff Report dated October 10, 2023, and noting the following: - Council is following the Sign Board’s recommendation of approval of the upper story sign variance request. - Approving only the building sign being located on the neighboring upper story lease tenant space. - Denying all other variances requested with respect to letter height, logo height, sign area and colors. - Denying black sign backer or blue letters Motion: McCaskill Second: Talley Ayes: Talley, McCaskill, Huffman, Smith, Torres-Lepp, Williamson Nays: None Absent: Robbins Approved: 6-0 9B. SV23-0017, SIGN VARIANCES FOR PIZZA HUT LOCATED AT 100 W. SOUTHLAKE BLVD., SUITE 100, SOUTHLAKE, TEXAS. APPROVED Director of Planning and Development Services Dennis Killough presented Item 9B and answered questions from Council. Motion was made to approve Item 9B, SV23-0017, Sign Variances for Pizza Hut located at 100 W. Southlake Blvd., Suite 100, Southlake, Texas, subject to Staff Report dated October 10, 2023, and noting the following: - Approving the applicant’s alternative proposal recommended by the Sign Board, with the attached sign centered within the stucco façade area as presented and allowing: o a maximum sign area of approximately 28.8 square feet o a maximum logo area of approximately 7.47 square feet o removal of the existing awning o not approving the red flush mounted aluminum panel Motion: McCaskill Second: Talley Ayes: Talley, McCaskill, Huffman, Smith, Torres-Lepp, Williamson REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 7 of 8 Nays: None Absent: Robbins Approved: 6-0 9C. APPROVE A VENDOR/MEMBER AGREEMENT FOR THE PURCHASE AND INSTALLATION OF SYNTHETIC TURF, BALLFIELD FENCING AND AMENITIES AT BICENTENNIAL PARK AND BOB JONES PARK WITH GEOSURFACES FOR AN AMOUNT NOT TO EXCEED $11,600,000 AND THE REALLOCATION OF $11,600,000 OF APPROVED SPDC CAPITAL IMPROVEMENTS PROGRAM (CIP) FUNDS FROM THE SOUTHLAKE SPORTS COMPLEX (SSC) PROJECT TO THIS PROJECT TO ALLOW FUNDING. APPROVED Director of Public Works Rob Cohen presented Item 9C and answered questions from Council. Motion was made to approve Item 9C, a vendor/member agreement for the purchase and installation of synthetic turf, ballfield fencing and amenities at Bicentennial Park and Bob Jones Park with GeoSurfaces for an amount not to exceed $11,600,000 and the reallocation of $11,600,000 of approved SPDC Capital Improvements Program (CIP) funds from the Southlake Sports Complex (SSC) project to this project to allow funding, subject to the Memorandum dated October 17, 2023. Motion: McCaskill Second: Talley Ayes: Talley, McCaskill, Huffman, Smith, Torres-Lepp, Williamson Nays: None Absent: Robbins Approved: 6-0 10. OTHER ITEMS FOR DISCUSSION: (THERE ARE NO ITEMS ON THIS AGENDA.) 11. ADJOURNMENT Mayor Huffman adjourned the meeting at 7:41pm. *An audio recording of this meeting will be permanently retained in the City Secretary’s Office. MINUTES APPROVED ON THIS, THE 7TH OF NOVEMBER 2023. ______________________________ John Huffman Mayor ATTEST: REGULAR CITY COUNCIL MEETING MINUTES, OCTOBER 17, 2023 Page 8 of 8 ______________________________ Amy Shelley, TRMC City Secretary City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork M E M O R A N D U M November 1, 2023 To: Shana Yelverton, City Manager From: David Miller, Director of Community Services Subject: Approve purchase with Texas Air Systems in an amount not to exceed $135,000 for the replacement of pool heaters at Champions Club. Action Requested: Approve purchase with Texas Air Systems in an amount not to exceed $135,000 for the replacement of pool heaters at Champions Club. Background Information: The purpose of this item is to consider funding for replacement Leisure Pool, Toddler Pool, Spa heaters at The Marq Southlake. FY22 was the first year of the equipment replacement cycle and each subsequent year there is designated equipment for replacement. The type of equipment being replaced at each point in the cycle has been identified based on standard length of life, equipment usage, and type of equipment. Pool heaters were scheduled for replacement in FY27 based upon factory recommended length of life. This past year we experienced a critical failure in two of the pool heaters. After an inspection from Texas Air Systems and the manufacturer, full replacement of all three pool heaters and ventilation systems was recommended. Texas Air Systems provides Heating, Ventilation, and Air Conditioning (HVAC) services at all city facilities and has provided satisfactory services to the The Marq Southlake since 2016. In FY 24 Staff recommends the purchase of replacement Leisure Pool, Toddler Pool, and Spa heaters at The Marq Southlake through Texas Air Systems. Item 4B-1 Shana Yelverton, City Manager Meeting Date – November 7, 2023 Page 2 of 2 City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork Financial Considerations: Funding in the amount of $135,000 is approved within the FY2022 CEDC CIP budget. Strategic Link: This item is linked to the City’s Strategy Map related to the focus area of Performance Management and Service Delivery and meets the corporate objective to Invest to provide & maintain high quality public assets. Citizen Input/ Board Review: CEDC recommended approval (5-0) on October 24, 2023 City Council consideration November 7, 2023 Legal Review: N/A City Attorney Review Not Required Alternatives: Alternatives may include the following: •Approve funding for purchase as presented •Approve funding for purchase with revisions •Decision not to approve funding of purchase Supporting Documents: Texas Air Systems Quote The Interlocal Purchasing System Contract with Texas Air Systems Recommendation: City Council approval of funding with Texas Air Systems for pool heater replacements in an amount not to exceed $135,000. . Item 4B-2 Page 1 of 4 Date: 10/18/2023 To: The Marq - City of Southlake By: TJ Tuttle & Kyle Smith Project: Replace (3) Pool Hot Water Boilers TIPS # 22010601 PRICING SUMMARY DESCRIPTION QTY TAGGING TOTAL NET PRICE Replace (3) Pool Hot Water Boilers 3 Boiler 1-3 $127,106.67 excluding tax *FOB Factory, Full Freight Allowed, Tax Not Included •Arrive on-site and check in with City of Southlake personnel •Demo of existing boilers and flue pipe •Provide and install (1) Lochinvar Pool Heater 990K BTU boiler and accessories •Provide and install (1) Lochinvar Pool Heater 750K BTU boiler and accessories •Provide and install (1) Lochinvar Rite Pool & Spa Heater 150K BTU boiler and accessories •Use of existing water piping •Use of existing electrical •Use of existing gas pipe •Use of existing controls •Installation of new flue pipe for all 3 boilers •Provide factory startup and check for proper operation •Clean up work site and walk job with customer Notes & Exclusions: 1.Integrity of valves, disconnects, and switches. 2.Any work not specifically described above is not included in this proposal. 3.All work to be performed during normal working hours Monday-Friday. (Unless overtime adder is selected) 4.Pricing does not include payment/performance bonds. 5.No Wall Cutting Patching or Painting. 6.Quote is valid for 60 days. 7.Fire System. Item 4B-3 Page 2 of 4 Texas AirSystems, LLC.Terms and ConditionsSale of Parts, Devices and Services Company: The Company as used herein shall mean Texas AirSystems LLC.. or one of its subsidiaries or affiliates as elsewhere stated herein (herein after “Texas AirSystems” or “Company”). Price Policy: Prices of the goods may be increased depending on the date of release and/or shipment of the order, announced increases in the Company’s list prices, or increases in labor and material cost. Quotes are valid for a maximum period of 30 days unless otherwise noted. Terms of Payment: Terms of payment are subject at all times to prior approval of the Company’s credit department. Terms of payment are net 30 days of the date of invoice unless previously otherwise agreed in writing. If at any time the financial condition of the Purchaser or other circumstance affecting the credit decision, in the Company’s opinion, does not justify continuance of production or providing of products, or shipment of products on the terms of payment specified, the Company may require full or partial payment in advance, or may at its sole discretion stop or delay production or shipment of products. In the event of default in payment, Purchaser agrees to pay all costs of collection incurred by Company including but not limited to collection agency fees, attorney fees and court costs. All past due amounts shall bear interest at the highest rate allowed by law. Texas AirSystems retains all rights to enforce lien and/or claim opportunities in accordance with respective states and federal laws to protect Texas AirSystems interests. Shipping terms and dates: All shipments will be made F.O.B. factory or Texas AirSystems warehouse with freight as quoted. Shipment dates are only estimates. No contract has been made to ship in a specified time unless in writing, and signed by an officer of the Company. Claims: The responsibility of the Company for all shipments ceases upon delivery of goods in good order to the carrier. Since all goods are shipped at Purchaser’s risk, any claims for damage or shortage in transit must be filled by Purchaser against the carrier. Claims for factory shortages will not be considered unless made in writing to the Company within ten (10) days after receipt of the goods and accompanied by reference to the Company’s bill of lading and factory order numbers. Taxes: The amount of any present or future taxes applicable to the product shall be added to the price contained herein and paid by the Purchaser in the same manner and with the same effects as if originally added thereto. If Customer is exempt in accordance with law, Customer shall provide Texas AirSystems with acceptable tax exemption certificates. Cancellations: Accepted orders are not subject to cancellation without the Company being reimbursed for any and all expenses, and being indemnified by Purchaser against any and all loss. Returned Goods: Goods may not be returned except by permission of an authorized Company official at Irving, Texas, when so returned will be subject to handling and transportation charges. Authorized return goods must be shipped prepaid to the location designated by the authorization. A Texas AirSystems “Return goods Authorization” must be fully completed and authorized by Texas AirSystems for all returned goods. Terms of Sale: Sale of goods covered hereby to Purchaser is made solely on the terms and conditions set forth herein, notwithstanding any additional or conflicting terms and conditions that may be contained in any purchase order or other form or purchase, all of which additional or conflicting terms and conditions are hereby rejected by the Company unless agreed upon in writing by an officer of the Company. No waiver, alteration or modifications of the foregoing terms and conditions shall be valid unless made in writing and signed by an authorized official of Texas AirSystems, LLC. In particular and without limiting the foregoing, not withstanding anything to the contrary in Purchaser’s purchase order or any other documents, the Company does not accept any order subject to project design and specifications. Purchaser agrees to accept full and sole responsibility to determine whether the product ordered by Purchaser meets the design and specifications requirements of any project. Asbestos and Hazardous Materials: Texas AirSystems services expressly exclude any indemnification, abatement, cleanup, control, disposal, removal or other work connected with asbestos or other hazardous materials (collectively, “Hazardous Materials”). Should Texas AirSystems become aware of or suspect the presence of Hazardous Materials, Texas AirSystems may immediately stop work in the affected area and shall notify customer. Customer will be responsible for taking any and all action necessary to correct condition in accordance with all applicable laws and regulations. Customer shall be exclusively responsible for any claims, liability, fees and penalties, and the payment thereof, arising out of or relating to any Hazardous Materials on or about the premises, not brought onto the premises by Texas AirSystems. Texas AirSystems shall be required to resume performance of the services only when the affected area has been rendered harmless. Indemnity: Texas AirSystems shall not in any event be liable to the customer or to third parties for any incidental, consequential, indirect or special damages, including but not limited to, loss of property or equipment use or efficiencies or loss of profits or revenue arising from any cause what so ever including, but not limited to any delay, act, error or omission of Texas AirSystems. In no event shall Texas AirSystems be liable for any damages resulting from mold, fungus, bacteria, microbial growth, or other contaminates or airborne biological agents. In no event will Texas AirSystems liability for direct or compensatory damages exceed that payment received by Texas AirSystems from customer for the specific product/part from this specific sales order under this agreement. Available only in the United States: Equal Employment Opportunity/Affirmative Action Clause: Texas AirSystems is a federal contractor which complies fully with Executive Order 11246, as amended, and the applicable regulations contained in 41 C.F.R. Parts 60-1 through 60-60, 29 U.S.C. Section 793 and the applicable regulations contained in 41 C.F.R. Part 60-741; and 38 U.S.C. Section 4212 and the applicable regulations contained in 41 C.F.R. Part 60-250 This agreement is governed and construed in accordance with the laws of the State of Texas. Item 4B-4 Page 3 of 4 Limited Warranty: Defective parts must be returned to Texas AirSystems or one of its authorized factory locations within 10 days. Failure to return parts and obtain a Texas AirSystems’ “RETURNED GOODS AUTHORIZATION” (RGA) number will void and the purchaser will be issued an invoice by Texas AirSystems for the “fair market value” of said parts. Contact Texas AirSystems for RGA number and return parts to “ship to” location. The Company warrants that it will provide free replacement parts in the event any product manufactured by Company and used in the United States proves defective in material or workmanship for a period of twelve (12) months from date of shipment. Goods not manufactured be the Company but also sold under this agreement are warranted only to the extent that the manufacturer warranted them to the Company and or directly to the Purchaser. The Company does not provide warranty for consumable items (e.g. filtration devices). The Company’s liability to the Purchaser shall not exceed the lesser of the cost of correcting defects in the goods or the original purchase price of the goods, and the Company shall not in any event be liable to buyer or third parties for any delays of special, indirect, or consequential damages. Replacement parts must be maintained and serviced per manufacturer recommendations or warranty is voided. The Company’s warranty does not apply to any goods which have been opened, disassembled, repaired, or altered by anyone other than the Company or its authorized service representative or which have been subjected to misuse, misapplication, or abuse. The Company is not obligated to pay any labor or service costs for removing or replacing parts, or any shipping charges. Refrigerants, fluids, oils, and expendable items such as filters are not covered by this warranty. This parts warranty and any optional expended warranties are granted only to the original user. Company’s duty to perform under any warranty may be delayed, at Company’s sole option, until Company has been paid in full for all goods purchased by Purchaser. No such delay shall extend the warranty period. For additional consideration the company will provide an extended warranty(ies) on certain goods or components thereof within the terms of the warranty certificate(s). To obtain assistance under this limited warranty please contact the selling agency. To obtain information or to gain factory assistance, contact: Texas AirSystems, LLC., Warranty Parts Department, ; (972)-570-4700. THIS WARRANTY CONSTITUTES THE PURCHASER’S SOLE REMEDY. IT IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED. THERE IS NO IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, IN NO EVENT AND UNDER NO CIRCUMSTANCES SHALL TEXAS AIRSYSTEMS, LLC. BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES, WHETHER THE THEORY BE BREACH OF THIS OR ANY OTHER WARRANTY, NEGLIGENCE, OR STRICT TORT. The Company must receive a start-up information report for Goods containing motor-compressors, VFD’s, fan motors, rotating assemblies, electronic controllers and/or furnaces. The registration/start-up form must be completed and returned to the Company within ten (10) days of original equipment start-up date and ship date will be deemed the same for warranty determination. No person (including any agent, salesman, dealer or distributor) has the authority to expand the Company’s obligation beyond the terms of this express warranty, or to state that the performance of the product is other than published by the Company. At the sole discretion of the company, parts may be examined or tested to determine cause of fail. Item 4B-5 Page 4 of 4 -Add to the prices quoted any sales tax payable on the transaction under any effective Federal or State statute. -F.O.B. Factory, FFA, per mutually agreed schedule. No material to be returned without written authorization. -Payment terms: Net 30 Days, Upon Receipt of Satisfactory Credit Information. -Texas AirSystems equipment will be supplied based upon approved submittal data. -Retainage is not allowed. Texas AirSystems is a material supplier and will be supplying the entire purchase order value upon delivery of equipment. -Payment to Texas AirSystems cannot be conditioned on receipt of payment from the owner by a contractor, construction manager, or customer. -Texas AirSystems standard warranty, parts only, is for 12 months from start-up date, not to exceed 18 months from ship date. - Texas AirSystems is responsible and accountable only for the acts and omissions of Texas AirSystems. -Insurance certificates and bonds can/will be provided upon request. Item 4B-6 Purchasing Made Personal The Interlocal Purchasing System Vicon PAYMENT TO TIPS CONTACT ADDRESS 6029 Campus Cir Dr W Suite CITY Irving STATE TX ZIP 75063 (866) 839-8477 (866) 839-8472FAX PHONE NAME DISADVANTAGED/MINORITY/WOMAN BUSINESS ENTERPRISE:HUB: SERVING STATES AL | AK | AZ | AR | CA | CO | CT | DE | DC | FL | GA | HI | ID | IL | IN | IA | KS | KY | LA | ME | MD | MA | MI | MN | MS | MO | MT | NE | NV | NH | NJ | NM | NY | NC | ND | OH | OK | OR | PA | RI | SC | SD | TN | TX | UT | VT | VA | WA | WI | WY | PR www.texasairsystems.com EMAIL EMAIL PO & VENDOR QUOTE TO: TIPSPO@TIPS-USA.COM PO AND QUOTE MUST REFERENCE VENDOR’S TIPS CONTRACT NUMBER ATTACH PO AS A PDF - ONLY ONE PO (WITH QUOTE) PER ATTACHMENT tips@tips-usa.com Charlie Martin 19 October 2023Printed <p>Texas AirSystems, LLC dba Vicon, formerly known as, Texas AirSystems-&nbsp;is one of the largest HVAC Equipment suppliers serving all of Texas. We have been providing equipment, service and turnkey solutions for over 30 years. Our success and philosophy have always been customer satisfaction driven. Texas Air Systems prides itself on having the most technically competent sales professionals and staff in the industry. The following page is a list of our manufacturer partners www.texasairsystems.com</p> Overview N N Item 4B-7 AWARDED CONTRACTS "View EDGAR Doc" on Website Contract Comodity Exp Date EDGAR 23010401 Trades, Labor, and Materials (NON-JOC)04/30/2028 See EDGAR Certification Doc. 23010402 Trades, Labor, and Materials (JOC)04/30/2025 See EDGAR Certification Doc. 22010601 Comprehensive HVAC 03/31/2025 See EDGAR Certification Doc. 22010602 Comprehensive HVAC (JOC)03/31/2024 See EDGAR Certification Doc. 22010601 Ryan Williams Account Executive (512) 788-0360 ryan.williams@texasairsystems.com Travis Martin VP (817) 994-4212 travis.martin@texasairsystems.com 22010602 Ryan Williams Account Executive (512) 788-0360 ryan.williams@texasairsystems.com Travis Martin VP (817) 994-4212 travis.martin@texasairsystems.com 23010401 Ryan Williams Account Executive (512) 788-0360 ryan.williams@texasairsystems.com Travis Martin VP (817) 994-4212 travis.martin@texasairsystems.com 23010402 Ryan Williams Account Exec - TIPS (512) 788-0360 ryan.williams@texasairsystems.com Travis Martin VP (817) 994-4212 travis.martin@texasairsystems.com CONTACTS BY CONTRACTS Item 4B-8 City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork M E M O R A N D U M November 1, 2023 To: Shana Yelverton, City Manager From: David Miller, Director of Community Services Subject: Approve purchase with Kubota Tractor Corporation for a Kubota S SV75 Skid-Steer for an amount not to exceed $62,000 Action Requested: City Council approval of funding with Kubota Tractor Corporation for a Kubota S SV75 Skid-Steer for an amount not to exceed $62,000. Background Information: Each year during the budget process, the Parks Division requests funding to purchase new maintenance equipment to replace aging and/or damaged equipment. The Parks Division of the Community Services Department purchased a 2004 Bobcat skid-steer in 2004. That existing skid-steer is almost 20 years old and needs replacement for use at Bob Jones Park. The Parks Division utilizes the skid steer for various park maintenance tasks at Bob Jones Park including ensuring the fields are in prime condition for use by our Athletic Associations for practices and tournaments. The cost of replacement for the skid-steer exceeds $50,000; therefore, approval by the Southlake Parks Development Corporation and the City Council is required. Financial Consideration: Funding for the purchase of a Kubota S SV75 Skid-Steer is included in the adopted FY 2024 SPDC budget. Strategic Link: This item is linked to the City’s Strategy Map related to the focus area of Performance Management & Service Delivery and meets the corporate objectives to invest to provide and maintain high quality public assets. Citizen Input/ Board Review: SPDC consideration November 7, 2023 Item 4C-1 Shana Yelverton- City Manager Meeting Date – November 7, 2023 Page 2 of 2 City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork City Council consideration November 7, 2023. Legal Review: N/A Alternatives: Alternatives include: •Approval of expenditures as presented •Approval of expenditures with modifications •Decision not to approve expenditures Supporting Documents: •Kubota Tractor Corporation Quote •Sourcewell Contract •Sourcewell Acceptance and Award document •Sourcewell Contract Extension •Contract 04319-KBA Price Information Staff Recommendation: City Council approval of purchase with Kubota Tractor Corporation for a Kubota S SV75 Skid-Steer for an amount not to exceed $62,000. Item 4C-2 Quote Provided By Zimmerer Kubota & Equipment, Inc. Steve Lee 5165 Mark IV Parkway Ft. Worth , TX 76106 email: stevel@zkmail.com phone: 8172816143 ­­ Standard Features ­­­­ Custom Options ­­ S Series SVL75­3HW * * * EQUIPMENT IN STANDARD MACHINE * * * FEATURES Vertical Lift Path Loader Frame Standard Front Quick Coupler, Float Standard Hydraulic Quick Coupler Option Selector Loader Arm Self­ Leveling Loader Boom Lock Open ROPS & Air Conditioned ROPS/FOPS Cab Models High Back, Adjustable, Vinyl, Suspension Seat 2" Retractable Seat Belt and 2­ Piece Seat Bar 12V Electric Outlet 19.2 gpm Auxiliary Hydraulics standard, 29.8 gpm Option Direct To Tank Return Line Rigid Mounted Undercarriage, 4 Lower Track Rollers Rubber Tracks, 12.6” Standard, 15” Optional Two Speed Travel System Automatic Wet Disk Parking Brake Kubota 4 Hydraulic Pump Load Sensing System 2 Gear, 2 Variable Displacement Pumps Hydraulic Joystick Controls, Optional Multi­Functional Grips ISO Operating Pattern Hand And Foot Throttle Controls Electronic Travel Torque Management Automatic Glow Plugs 7" Multifunction Touch Screen Integrated Rear Camera Keyless Start Self Bleed Fuel System 2 Front and 2 Rear Working Lights Hour Meter, Engine Temperature and Fuel Gauges and Warning Lights Horn and Backup Alarm Lockable Fuel Cap Bolt On Grab Handles to enter machine BASIC UNITS SVL75­3, 15.8” Rubber Tracks, Open ROPS/FOPS Cab Hydraulic Quick Coupler ENGINE V3307 Kubota CR­TE4, Tier 4 Diesel Engine 4 Cylinder, 4 Cycle, Turbo Charged 74.3 Gross HP @ 2400 rpm DIMENSIONS Cab Height 81.8” Width (without attachment) 65.9” Width with wide track option (without attachment) 69.1” Length (without attachment) 112.0” Length of Track on Ground 56.5” OPERATIONAL DIMENSIONS Operating Weight*, SVL75H, 12.6” Rubber Tracks, Open ROPS/FOPS Cab, Mechanical Quick Coupler 9,190 lbs. Rated Operating Capacity (@ 35% of Tipping Load) 2,490 lbs. Rated Operating Capacity (ROC) @ 35% of Tipping Load complies with ISO 14397­1and SAE J 818 for crawler loaders Rated Operating Capacity (ROC) @ 50% of Tipping Load 3,557 lbs. Tipping Load 7,112 lbs. Auxiliary Hydraulics Flow 192/ 29.8 gpm Travel Speed (Low / High) 5.6 /8.6 mph Reach @ Maximum Height 39.6” Height to Hinge Pin 122.7” Ground Pressure (Standard Track) 5.8 psi Ground Pressure (Wide Track) 4.7 psi Traction Force 9,678 lbf. * Includes operator’s weight, 175 lbs. SVL75­3HW Base Price:$71,348.00 (1) HOSE STAY FOR SSV/SVL MODELS S6763­HOSE STAY FOR SSV/SVL MODELS $106.00 (1) 74" HVY DUTY /LW PRF/LONG FLR/C EDGE PNF AP­HD74LLC­74" HVY DUTY /LW PRF/LONG FLR/C EDGE PNF $2,578.00 Configured Price:$74,032.00 Sourcewell Discount:($17,767.68) SUBTOTAL:$56,264.32 2Yr SVL75­3HW Extended Warranty $2,200.00 Dealer Assembly:$0.00 Freight Cost:$831.25 PDI:$400.00 AP­PFL5648 5500 lb rated pallet forks $1,504.00 Total Unit Price:$61,199.57 Quantity Ordered:1 Final Sales Price:$61,199.57 Final pricing will be based upon pricing at the time of final delivery to Sourcewell members. Purchase Order Must Reflect Final Sales Price. To order, place your Purchase Order directly with the quoting dealer *Some series of products are sold out for 2022.All equipment specifications are as complete as possible as of the date on the quote. Additional attachments, options, or accessories may be added (or deleted) at the discounted price. All specifications and prices are subject to change. Taxes are not included. The PDI fees and freight for attachments and accessories quoted may have additional charges added by the delivering dealer. These charges will be billed separately. Prices for product quoted are good for 60 days from the date shown on the quote. All equipment as quoted is subject to availability.  © 2018 Kubota Tractor Corporation. All rights reserved. SVL75­3HW WEB QUOTE #2715607 Date: 10/9/2023 6:11:46 AM ­­ Customer Information ­­ Reasoner, Mike City of Southlake mreasoner@ci.southlake.tx.us  817­748­6851 198.143.57.21 Item 4C-3 Item 4C-4 Item 4C-5 Item 4C-6 Item 4C-7 Item 4C-8 Item 4C-9 Item 4C-10 Item 4C-11 Item 4C-12 Item 4C-13 Item 4C-14 Item 4C-15 M E M O R A N D U M November 7, 2023 To: From: Subject: Shana Yelverton, City Manager Blair Halbert, Director of IT Item 4D: Approve the renewal for Adobe licenses from CDWG in an amount not to exceed $55,000. Action Requested: Background Information: Approve the renewal for Adobe licenses from CDWG in an amount not to exceed $55,000. The purpose of this item is to maintain functionality to employees for PDF editing, digital signatures, graphic design, video editing, and more. This renewal provides the Adobe Creative Suite, Adobe Acrobat, and Adobe Photoshop which contains essential programs that City staff rely on. These software licenses are renewed annually. Financial Considerations: This item was approved within the fiscal year 2024 Strategic Link: General Fund, IT Operating budget. This agenda item is linked to the Southlake Strategy Map through the following objectives: •B1 Achieving strong outcomes through continual evaluation and pursuit of better practices that improve core business operations. •B2 Collaborating with select partners to implement service solutions. Honorable Mayor and City Council Page 2 of 2 Citizen Input/ Board Review: No requirement exists to review the purchase with citizens or boards. Legal Review: No requirement exists to review the purchase with the City Attorney. Alternatives: The alternative to approving the proposal would be: 1.Do not approve proposal and continue operating as normal, recognizing the potential impact it would have to the City. 2.Direct staff to explore revisions to scope of work and amend the agreement to reflect those revisions. Supporting Documents: Quote provided by CDWG. Staff Recommendation: Staff recommends approving item as proposed. Hardware Software Services IT Solutions Brands Research Hub AARON GROGAN, Thank you for considering CDWG for your technology needs. The details of your quote are below. If you are an eProcurement or single sign on customer, please log into your system to access the CDW site. You can search for your quote to retrieve and transfer back into your system for processing. For all other customers, click below to convert your quote to an order. Convert Quote to Order ACCOUNT MANAGER NOTES: Here’s the requested quote. Please let me know if you have any questions or concerns! If you do not have online account access, please send me an email and I am happy to get that generated for ease of quoting/processing in the future. Thank you! Kind Regards, Thomas Beckman CDW-G AM | 312.705.0226 | Thomas.Beckman@cdwg.com QUOTE #QUOTE DATE QUOTE REFERENCE CUSTOMER #GRAND TOTAL NNGP210 9/1/2023 ADOBE RENEWAL 2221281 $54,770.16 QUOTE DETAILS ITEM QTY CDW#UNIT PRICE EXT.PRICE Adobe Acrobat Pro for enterprise - Subscription Renewal - 1 user 70 7245814 $103.28 $7,229.60 Mfg. Part#: 65324170BC09A12 Electronic distribution - NO MEDIA Contract: TIPS 230105 Tech Solutions, Products, and Services (230105) Adobe Stock for teams (Other) - Subscription Renewal - 1 user, 40 assets 1 6260773 $838.84 $838.84 Mfg. Part#: 65274060BC09A12 Electronic distribution - NO MEDIA Contract: TIPS 230105 Tech Solutions, Products, and Services (230105) Adobe Creative Cloud for Enterprise - All Apps - Subscription Renewal - 1 u 60 6947123 $743.87 $44,632.20 Mfg. Part#: 65291079BC09C12 Electronic distribution - NO MEDIA Contract: TIPS 230105 Tech Solutions, Products, and Services (230105) Adobe InDesign for Enterprise - Subscription Renewal - 1 user 5 6947137 $344.92 $1,724.60 Page 2 of 3 QUOTE DETAILS (CONT.) Mfg. Part#: 65291027BC09C12 Electronic distribution - NO MEDIA Contract: TIPS 230105 Tech Solutions, Products, and Services (230105) Adobe Photoshop for enterprise - Subscription Renewal - 1 user 1 6947128 $344.92 $344.92 Mfg. Part#: 65291041BC09C12 Electronic distribution - NO MEDIA Contract: TIPS 230105 Tech Solutions, Products, and Services (230105) SUBTOTAL $54,770.16 SHIPPING $0.00 SALES TAX $0.00 GRAND TOTAL $54,770.16 PURCHASER BILLING INFO DELIVER TO Billing Address: CITY OF SOUTHLAKE ACCOUNTS PAYABL 1400 MAIN ST STE 420 SOUTHLAKE, TX 76092-7642 Phone: (817) 481-1745 Payment Terms: Net 30 Days-Govt State/Local Shipping Address: CITY OF SOUTHLAKE AARON GROGAN 1400 MAIN ST STE 420 SOUTHLAKE, TX 76092-7642 Phone: (817) 481-1745 Shipping Method: ELECTRONIC DISTRIBUTION Please remit payments to: CDW Government 75 Remittance Drive Suite 1515 Chicago, IL 60675-1515 Sales Contact Info Thomas Beckman | (877) 865-2621 | thomas.beckman@cdwg.com LEASE OPTIONS FMV TOTAL FMV LEASE OPTION BO TOTAL BO LEASE OPTION $54,770.16 $1,468.39/Month $54,770.16 $1,696.23/Month Monthly payment based on 36 month lease. Other terms and options are available. Contact your Account Manager for details. Payment quoted is subject to change. Why finance? Lower Upfront Costs. Get the products you need without impacting cash flow. Preserve your working capital and existing credit line. Flexible Payment Terms. 100% financing with no money down, payment deferrals and payment schedules that match your company’s business cycles. Predictable, Low Monthly Payments. Pay over time. Lease payments are fixed and can be tailored to your budget levels or revenue streams. Technology Refresh. Keep current technology with minimal financial impact or risk. Add-on or upgrade during the lease term and choose to return or purchase the equipment at end of lease. Bundle Costs. You can combine hardware, software, and services into a single transaction and pay for your software licenses over time! We know your challenges and understand the need for flexibility. General Terms and Conditions: Page 3 of 3 This quote is not legally binding and is for discussion purposes only. The rates are estimate only and are based on a collection of industry data from numerous sources. All rates and financial quotes are subject to final review, approval, and documentation by our leasing partners. Payments above exclude all applicable taxes. Financing is subject to credit approval and review of final equipment and services configuration. Fair Market Value leases are structured with the assumption that the equipment has a residual value at the end of the lease term. Need Help? My Account Support Call 800.800.4239 About Us |Privacy Policy |Terms and Conditions This order is subject to CDW’s Terms and Conditions of Sales and Service Projects at http://www.cdwg.com/content/terms-conditions/product-sales.aspx For more information, contact a CDW account manager ' 2023 CDWG LLC, 200 N. Milwaukee Avenue, Vernon Hills, IL 60061 | 800.808.4239 Item 4E Page 1 of 2 0M E M O R A N D U M (November 7, 2023) To: Shana Yelverton, City Manager From: Rob Cohen, Director of Public Works Subject: Authorize additional expenditures with North Rock Construction, for the construction of the Southlake Pickleball Complex Project for an amount not to exceed $3,900,000, and ratify contract change orders that have been issued to date. Action Requested: Authorize additional expenditures with North Rock Construction, for the construction of the Southlake Pickleball Complex Project for an amount not to exceed $3,900,000, and ratify contract change orders that have been issued to date. Background Information: The project includes the construction of nine (9) pickleball courts, fencing, lighting, pavilion, restroom, staff office, shade structures, benches, tables, chairs, landscape, hardscape, irrigation, trail connectivity and other park amenities. On March 21, 2023, City Council awarded a construction contract to North Rock Construction for the Southlake Pickleball Complex Project to North Rock Construction in an amount not-to-exceed $3,665,000. The award covered the project proposal amount of $3,663,684 and $1,416 (0.04%) for construction contingencies. The Notice to Proceed was issued on April 17, 2023. To date, City staff has issued seven (7) Contract Change Orders (CCOs) totaling $128,503.55, for tasks outside of the contractor’s original scope of work. These tasks were required to address construction contingencies such as unanticipated utility relocation and infrastructure work, additional site elements to meet code requirements, and design modifications to accommodate revised IT & operational needs. The following is a summary of the change orders. ($2,838.32) CCO 01 – Credit for Electrical Repair Support $24,324.80 CCO 02 – Water Fountain to Meet Code Req. $47,526.05 CCO 03 – Electrical Conduit for New Transformer $8, 745.75 CCO 04 – Electrical Mods to Office for IT & Ops $13,579.57 CCO 05 – Irrigation Line Relocation $4,519.50 CCO 06 – Electrical Line Relocation Item 4E Page 2 of 2 $32,646.20 CCO 07 – Electrical Repair, Egress Gate, Changes to Office Window, Finish Out Items $128,503.55 Total Value of Change Orders Issued to Date Financial Considerations: There is currently $278,640 in available, unencumbered CIP – Construction funds for the Bicentennial Park – Pickleball Complex Project. An increase of $235,000 to the not-to-exceed contract award will provide a 6.5% construction contingency, which can cover the change orders already issued as well as any potential contingencies that may arise during the remainder of the project. The total budget for this project is $4,535,735, which includes the following project elements: Project Costs Budget Design Services $310,000 Construction Construction Contract Construction Contingency (6.5%) Construction Subtotal $3,663,684 $236,316 $3,900,000 A/V, IT, Security $238,200 Utility $40,207 Owner’s Project Contingency (1.1%) 47,328 Total Project Budget $4,535,735 Strategic Link: This item links to the City’s Strategy Map related to the focus area of Infrastructure & Development and meets the corporate objective by investing to provide & maintain high quality public assets. Citizen Input/ Board Review: SPDC will consider this item at their November 7, 2023 meeting. Legal Review: None. Alternatives: The City Council may approve or deny this request. Supporting Documents: Contract Change Orders No. 1-7 Staff Recommendation: Authorize additional expenditures with North Rock Construction, for the construction of the Southlake Pickleball Complex Project for an amount not to exceed $3,900,000, and ratify contract change orders that have been issued to date. Item 4X Page 3 of 3 Staff Contacts: Rob Cohen, Director of Public Works Lauren LaNeave, Deputy Director of Public Works - Administration Mamerto Estepa Jr., P.E., Project Manager Authorize additional expenditures with North Rock Construction, for the construction of the Southlake Pickleball Complex Project for an amount not to exceed $3,900,000, and ratify contract change orders that have been issued to date. Item 4E Requested Action Authorize additional expenditures with North Rock Construction, for the construction of the Southlake Pickleball Complex Project for an amount not to exceed $3,900,000, and ratify contract change orders that have been issued to date. Background •The project includes the construction of nine (9) pickleball courts, fencing, lighting, pavilion, restroom, staff office, shade structures, benches, tables, chairs, landscape, hardscape, irrigation, trail connectivity and other park amenities. Background •On March 21, 2023, City Council awarded a construction contract to North Rock Construction in an amount not-to-exceed $3,655,000. •The award covered the project proposal amount of $3,663,684 and $1,416 (0.04%) for construction contingencies. •The Notice to Proceed was issued on April 17, 2023. Background •To date, City staff has issued seven (7) Contract Change Orders (CCOs) totaling $128,503.55, for tasks outside of the contractor’s original scope of work. •These tasks addressed construction contingencies such as •Unanticipated utility relocation and infrastructure work, •Additional site elements to meet code requirements, and •Design modifications to accommodate revised operational needs. Fiscal Considerations There is currently $278,640 in available, unencumbered CIP - Construction funds for the Bicentennial Park – Pickleball Complex Project. An increase of $235,000 to the not- to-exceed contract award will provide a 6.5% construction contingency, which can cover the change orders already issued, as well as any potential contingencies that may arise during the remainder of the project. Questions? Rob Cohen (817) 748-8098 CITY OF SOUTHLAKE Project No. 2022-59 CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 1 PROJECT NO.: 2022-59 DESCRIPTION: Southlake Pickleball at Bicentennial Park Project TO: North Rock Construction You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description (Detailed Explanation Attached) Change in Contract Price1 Change in Contract Time (Days) 1. Credit for Electric Repair on 05/01/2023 ($2,838.32) 0 Net Change in Contract Price and Work Days ($2,838.32) 0 1Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57 CCO 01 ........................................................................ ($2,838.32) TOTAL ..................................................................... $3,660,745.25 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 04/17/2023 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180 TIME EXTENSION: CCO 1 ......................................................... 0 NEW TOTAL WORKING DAYS: ............................................... 180 LAST DAY OF WORK: .................................................. 10/13/2023 CITY OF SOUTHLAKE Project No. 2022-59 CHANGE ORDER DETAIL Change Order No.: 1 Project No.: 2022-59 Description: The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Credit for Electrical Repair on 5/1/2023 A. Reason for Change: Contractor damaged an electrical line associated with the irrigation system, while performing earthwork. The contractor was unable to schedule their electrical sub to perform repair in a timely manner. To meet their contractual obligations, the contractor requested to use Ed’s Electric to perform the repair and to reimburse the the City for any charges incurred for this repair. The City agreed to this arrangement. A copy of Ed’s Electric invoice for the repair is attached. B. Description of Change: See attached Invoice 14095 from Ed’s Electric. C. Change in Contract Cost: Deduct $2,838.32 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: CITY OF SOUTHLAKE Project No. 2022-59 The original Contract Price was ($3,663,583,57). Contract Change Order No. 1 decreased the Contract Price by ($2,838.32). The new Contract Price will be $3,660,745.25, resulting in an decrease of approximately 0.08% to the original Contract. The original Contract Time of 180 consecutive calendar days was extended by 0 calendar days per Change Order No. 1. The last contract Working Day is new October 13, 2023. Ordered: Project Manager Date: Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: June 9, 2023 Reviewed for Payment on 05/08/2023 No Exception Taken CITY OF SOUTHLAKE Project No. 2022-59 CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 2 PROJECT NO.: 2022-59 DESCRIPTION: Southlake Pickleball at Bicentennial Park Project TO: North Rock Construction You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description (Detailed Explanation Attached) Change in Contract Price1 Change in Contract Time (Days) 1. Revised Scope of Work for Installation of Water Fountain per Construction Change Request #002 (attached) $24,324.80 3 Net Change in Contract Price and Work Days $24,324.80 3 1Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57 CCO 01 ........................................................................ ($2,838.32) CCO 02 ......................................................................... $24,324.80 TOTAL ..................................................................... $3,685,070.05 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 04/17/2023 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180 TIME EXTENSION: CCO 1 ......................................................... 0 TIME EXTENSION: CCO 2 ......................................................... 3 NEW TOTAL WORKING DAYS: ............................................... 183 LAST DAY OF WORK: .................................................. 10/16/2023 CITY OF SOUTHLAKE Project No. 2022-59 CHANGE ORDER DETAIL Change Order No.: 2 Project No.: 2022-59 Description: The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Installation of Water Fountain per Construction Change Request #002 (attached) A. Reason for Change: Building Inspections required the installation of a standalone water fountain, to meet ADA requirements and issue the Building Permit. The B. Description of Change: See Construction Change Request #002 (attached) C. Change in Contract Cost: Deduct $24,324.80 D. Change in Completion Date: Add 3 Calendar Days SIGNATURE PAGE TO FOLLOW: CITY OF SOUTHLAKE Project No. 2022-59 The original Contract Price was ($3,663,583.57). Contract Change Order No. 1 decreased the Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by $24,324.80. The new Contract Price will be $3,685,070.05, resulting in an increase of approximately 0.59% to the original Contract. The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days per Change Order No. 2. The last contract Working Day is new October 16, 2023. Ordered: Project Manager Date: Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Garrett Harden, Project Engineer 06/20/2023 \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 002\8125.21-CCR_Change_Request.docx CONSTRUCTION CHANGE REQUEST #002 PROJECT: Southlake Bicentennial Pickleball Complex DATE: May 15, 2023 Owner Southlake, TX CONTRACT DATE: Architect ARCHITECT’S PROJECT NUMBER: 8125.21 Contractor TO CONTRACTOR: North Rock Construction OWNER’S PROJECT NUMBER: Other 3912 E. McKinney St. Denton, TX 76208 05/15/2023 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN UNTIL APPROVED BY THE OWNER. Description: (Written description of the work)  C-102 Sanitary Sewer Plan-Profile  Addition of sanitary sewer line S2 for connection to ADA compliant bi-level drinking fountain.  Changed slope of line S1 from 2.00% to 1.50%.  C-103 Water Layout  Addition of water line W2 for connection to ADA compliant bi-level drinking fountain.  Extension of water line W1 to be 5’ outside the building for connection by MEP.  C-104 Storm Drain Plan-Profile Main A  Moved roof drain tee connection on Main A to STA 2+76.  C-105 Roof Drains & Turf Subdrainage  Updated roof drain line locations to avoid new drinking fountain and HVAC system.  LC100 Construction Layout  Addition of ADA compliant bi-level drinking fountain.  LC101 Coordinate Layout  Addition of coordinate point for ADA compliant bi-level drinking fountain.  LC102 Coordinate Schedule  Addition of coordinate point for ADA compliant bi-level drinking fountain to coordinate schedule.  MP111 Mechanical and Plumbing Plans  Extension of sanitary sewer line for connection to ADA compliant bi-level drinking fountain. Submitted By: James Williams Attachments: C-102, C-103, C-104, C-105, LC100, LC101, LC102, MP111 CONTRACTOR’S RESPONSE: Additional days requested for this CCR: Add to / Credit Contract Sum $ Credit / Deduct Contingency Owner CMAR $ Credit / Deduct Allowance $ (Name of Allowance) TOTAL CCR $ Attachment: Breakdown CONSTRUCTION CHANGE REQUEST APPROVAL CPS CPS Mora Mora CPS / NRC Paramount x 24,324.80 3 3912 E Mckinney St Denton, TX 76205 Phone: 940-220-5500 Project PO# Attention Contract Date OH&P NR Project # Start Date Compl Date Today's Date Proposed Change Order Line Item Quantity Unit Unit Price 1 1 LS 2,780.00$ 2 1 LS 15,000.00$ 3 1 LS 3,222.00$ 4 1 LS 150.00$ 5 1 LS 6 1 EA 3 1 LS 15% Total Add: 24,324.80$ Deductions 1 1 EA 2 1 LS LS Total Deduct: -$ Total:24,324.80$ Date: North Rock Construction Garrett Harden (Project Engineer) Accepted By: $ - Tuesday, March 7, 2023 $ - $ - $ - Subtotal 21,152.00$ Overhead & Profit 3,172.80$ Description OCO #8 Total Price -$ Site water / sewer / MDF drinking fountain 15,000.00$ Storm Sewer - Install HDPE and fittings 2,780.00$ -$ Building water and sewer for MDF drinking fountain 3,222.00$ 150.00$ Survey Staking 10/13/2023 Current CO Days Added 3 06/02/2023 Revised Contract Days 183 22N-097 Original Contract Day 180 04/17/2023 Previous Added Days 0 03/21/2023 Current Change Order $24,324.80 15%Revised Contract Amount 3,687,908.37$ Southlake Pickleball Complex #22300682 PCO #1 Original Contract Amount $ 3,663,583.57 Mamerto Estepa Previous Change Orders $- Date: June 1, 2023 To: Northrock PROPOSAL FOR: Southlake Pickleball Southlake, TX ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT STORM SEWER Install 4" HDPE L.F. 40 $57.00 $2,280.00 Fittings EA 4 $125.00 $500.00 STORM SEWER TOTAL $2,780.00 PROPOSAL TOTAL $2,780.00 ***PROPOSAL VALID FOR 30 DAYS** Price Includes:Price Excludes: (Unless Specified) A. Items and quantities listed A. Any engineering layout or control B. Hauloff of excess trench spoils B. Any concrete paving removal/replacement C. Mechanical compaction of trenches C. Any landscape or irrigation replacement D. Any permits or fees (inspection, impact, etc.) E. Payment, performance or maintenance bonds F. Meters or meter deposits G. Rock Excavation H. Lab Testing I. Extra depth for water main J. Any private water/sewer service lines Thank You, Roger Mora GENERAL CONTRACTOR TO REMOVE ANY PAVING UNLESS SPECIFIED IN PROPOSAL. Fax (972) 438-8844 Mora Construction, Inc. PO BOX 154897 Irving, TX 75015 Phone (972) 438-8811 CHANGE ORDER #1 6/2/2023 Mora Construction, Inc. SCR-0593-U Commercial Plumbing Specialists 5017 US Hwy 377 S Krugerville, Texas 76227 PH 940-765-3251 06/01/2023 North Rock Construction Garrett Harden gharden@nrockconstruction.com Southlake Pickleball Complex Southlake, TX Plumbing materials and installation shall be in accordance with Texas State Board of Plumbing Codes and all Local Plumbing Codes. We have an RMP-Steven L. Newton License # M-18975. Should you have any questions or complaints about our work, you can call the Texas State Board of Plumbing Examiners, 929 E. 41st St. Austin, TX 78751 at 512-936-5200 and reference our license number. We will also furnish Liability and Worker's Compensation Certificates upon request. Additional Work Bid: -All labor, equipment, materials, mobilization, and trench safety to complete work -Dig, backfill and compact trenches -Gravel/sand backfill around sewer and water piping -2” HDPE Water line installed 38 LF W2 - $2,964.00 -4” PVC sanitary sewer line installed by open cut 23 LF S2 - $1,564.00 -Sanitary sewer cleanout installed - $773.00 -MDF 440SM drinking fountain w/cut off valve low point drain - $6,000.00 -Drinking fountain installation and water and sewer connections - $3,699.00 Not Included In Bid: - Compaction testing - Hauling off excess dirt/spoils - Permits, fees, bonds, deposits, and meters - Remove, replace, repair landscaping and irrigation - Sawcut, remove and replace concrete/paving ROCK CLAUSE: If the underground cannot be dug with a backhoe, and a rock bucket or bigger machine is required, the cost will be included in a change order to be approved before we continue the underground phase. NOTIFICATION OF ACCEPTANCE OR REJECTION: Contact Ryan Newton at 940-765-3251 BID TOTAL: $15,000.00 (FIFTEEN THOUSAND AND NO/100 DOLLARS) Thank you for the opportunity to bid on your work. Please advise if you have additional requirements regarding this bid. 7415 Whitehall St Ste 109 Richland Hills, Tx 76118 817.900.2030 CCR 02 Change Order Proposal Date: 5-22-23 Job: Southlake PickleBall To: ESTIMATING Plumbing bid per plans CCR 2 and specs. Including the following fixtures; • Bid is good for no more than 30 days • PVC sewer from 5’ out from Drinking Fountain • Added Excavation at Main Trunk Line • Fountain provided and installed BY OTHERS • Pricing based on working 10-hour days Monday – Thursday, no expedited schedule. Base Bid Plumbing $ 3,222.00 No Tax Exclusions; No HVAC condensate. No Gas. NO BIM or ENGINEERED DRAWINGS. No rock excavation. No soil retainage/void systems. No taps, meters, or fees. No coring, saw cut in post tension slab. No XRAY. No saw cut or pour back. No pour back of existing leave outs. No painting of any pipe. No spoil haul off. No low voltage wiring if required. No sub-meter unless noted above, no backflow unless noted above. No DEMO or REPLACEMENT of ceilings, walls, wall coverings, floors, flooring, cabinets, or any other item covering or encasing any plumbing to tie into or demo. NO SAW CUT OR POUR BACK IN POST TENSION OR CARTON FORM SLAB. Saw cut and pour back pricing based on slab on grade no more than 6” thick, if post tension or carton form pricing will be adjusted. IF PRICING IS GIVEN IT IS FOR SLAB ON GRADE ONLY. Any jackhammering will be additional. No housekeeping pads. Thank You, Scottie Sugg M-22558 Texas State Board of Plumbing Examiners https://tsbpe.texas.gov/ 929 E. 41st Austin,Tx 78751 512-936-5200 Rental 250.00$ 22.7 Labor 1,806.34$ Material 872.75$ 0.1 OH/Fee 292.91$ 3,222.00$ Unit Matl Net Net Unit Adj Qty Size Description Price Disc Price Total Hours Hours 160 <None>cu ft Excavated Dirt Backfill 0.20$ 1.00 0.20$ 32.00$ 0.02 3.2 80 <None>sq ft Sand Bedding 0.80$ 1.00 0.80$ 64.00$ 0.02 1.6 190 <None>cu ft Excavation 0.80$ 1.00 0.80$ 152.00$ 0.01 1.9 160 <None>Added depth cu ft Excavated Dirt Backfill 0.20$ 1.00 0.20$ 32.00$ 0.02 3.2 80 <None>Added Depth sq ft Sand Bedding 0.80$ 1.00 0.80$ 64.00$ 0.02 1.6 180 <None>Added Depth cu ft Excavation 0.80$ 1.00 0.80$ 144.00$ 0.01 1.8 1 4 TIEIN 85.00$ 1.00 85.00$ 85.00$ 3.00 3.0 9 4 PVC Solvent Weld Joints 0.52$ 1.00 0.52$ 4.68$ 0.00 0.0 1 4 PVC DWV Coupling 85.06$ 0.20 17.01$ 17.01$ 0.35 0.4 1 4 PVC DWV Wye 341.73$ 0.20 68.35$ 68.35$ 0.80 0.8 2 4 PVC DWV 1/8 Bend 169.28$ 0.20 33.86$ 67.71$ 0.60 1.2 20 4 Sch 40 PVC DWV PE Pipe 14.20$ 0.50 7.10$ 142.00$ 0.20 4.0 872.75$ 22.7 LPLPLPLPWVICVICVICVICVFHFREEDOM LANEUNITY WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWSSSSSSGrate InletGrate InletEXISTING 6" SANITARY SEWER LINESTA. 0+00 ~ BEGIN LINE S1INSTALL 4" TAP ON EXISTING 6"SANITARY SEWER LINETOP ELEV. = 641.50 4" ELEV. = 636.77 EX. 6" ELEV. = 636.60 (VERIFY)N: 7028443.16; E: 2381196.22106 LF ~ 4" PVC SANITARYSEWER ON 1.50%STA. 1+06 ~ LINE S1INSTALL:1 ~ SANITARY SEWER CLEANOUT 4" ELEV. = 638.36N: 7028498.00E: 2381105.2676 LF ~ 4" PVC SANITARYSEWER ON 1.50%50 LF ~ 4" PVC SANITARY SEWER(BY BORE) ON 1.50%LINE S1STA. 2+35 ~ END LINE S1 4" ELEV. = 640.30N: 7028621.90E: 2381076.84STA. 2+32 ~ LINE S1INSTALL:1 ~ SANITARY SEWER CLEANOUTSSCO TOP ELEV. = 643.78(MATCH FINISHED GRADE) 4" ELEV. = 640.25N: 7028620.47E: 2381076.833 LF ~ 4" PVC SANITARYSEWER ON 1.50%5'TOP ELEV. = 641.25(MATCH EXISTING GRADE)N: 7028500.95E: 2381100.38STA. 1+82 ~ LINE S1BEGIN 4" SANITARY SEWER BY BOREN: 7028571.72; E: 2381088.165'6 LF ~ 4" PVC SANITARYSEWER ON 1.50%17 LF ~ 4" PVC SANITARYSEWER ON 1.50%STA. 0+00 ~ BEGIN LINE S2 4" ELEV. = 640.90N: 7028660.24; E: 2381090.70STA. 0+23 ~ END LINE S2CONNECT TO PROPOSEDDRINKING FOUNTAINTOP ELEV = 643.85 4" ELEV. = 641.25N: 7028681.75; E: 2381094.88STA. 0+17 ~ LINE S2INSTALL:1 ~ SANITARY SEWER CLEANOUT 4" ELEV. = 641.16N: 7028677.45; E: 2381090.70TOP ELEV. = 643.87(MATCH EXISTING GRADE)N: 7028679.40; E: 2381090.70LINE S2PROPOSED DRINKING FOUNTAIN1+000+00640635645650FLOWLINEELEVATIONS636.60 STA. 0+00 ~ BEGIN LINE S11 ~ 4" TAP ON EX. 6" LINETOP ELEV. = 641.50 4" ELEV. = 636.77 EX. 6" ELEV. = 636.60 (VERIFY)PROPOSED GRADE@ ℄ OF PIPEEXISTING GRADE@ ℄ OF PIPE2+00638.27 2+50639.02 639.770+50637.521+50636.77 106 LF ~ 4" PVC SANITARYSEWER (SDR-35) ON 1.50%STA 1+06 ~ LINE S11 ~ 4"-45° WYE1 ~ SANITARY SEWER CLEANOUT 4" ELEV. = 638.36STA 1+08 ~ LINE S1TOP ELEV. = 641.25(MATCH EXISTING GRADE) STA 1+82 ~ LINE S1 BEGIN SANITARY SEWER BY BORE STA 2+35 ~ END LINE S1 STUB OUT 4" LINE FOR CONNECTION BY MEP  4" = 640.90 76 LF ~ 4" PVC SANITARYSEWER (SDR-35) ON 1.50%50 LF ~ 4" PVC SANITARYSEWER (SDR-35) BYBORE ON 1.50%STA 2+32 ~ LINE S1 1 ~ 4"-45° WYE 1 ~ SANITARY SEWER CLEANOUT  4" ELEV. = 640.253 LF ~ 4" PVCSANITARY SEWERON 1.50%EXISTING 6"SANITARY SEWERSTA 2+34 ~ LINE S1 TOP ELEV. = 643.78 (MATCH FINISHED GRADE)0+00640.90 0+50STA. 0+00 ~ BEGIN LINE S2 STUB OUT 4" LINE FOR CONNECTION BY MEP  4" ELEV. = 640.90PROPOSED GRADE@ ℄ OF PIPEEXISTING GRADE@ ℄ OF PIPESTA 0+17 ~ LINE S2 1 ~ 4"-45° WYE 1 ~ SANITARY SEWER CLEANOUT  4" ELEV. = 641.16 STA 0+19 ~ LINE S2 TOP ELEV. = 643.87 (MATCH FINISHED GRADE) STA 0+23 ~ END LINE S2 CONNECT TO PROPOSED DRINKING FOUNTAIN TOP ELEV = 643.85 (MATCH FINISHED GRADE)  4" = 641.2517 LF ~ 4" PVCSANITARY SEWERON 1.50%6 LF ~ 4" PVCSANITARY SEWERON 1.50%640635645650FLOWLINE ELEVATIONS NORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPOSED CLEANOUTEXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINSSWNOTE:1. 4" SANITARY SEWER SHALL BE SDR35.Sanitary SewerPlan-ProfileC-102Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-102 SANITARY SEWER LAYOUT.DWG, 5/12/2023 3:51:33 PM, MKoceich Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI N E ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL L SMI TH & COOPER,INC. F-56005/12/2311111111111111111105/12/2023CCR 002LINE "S1"LINE "S2" 643642 64164 6 643 643644644643644644 6446456446456476476 4 6 6456446416 4 16416 4 1 6416426426426426 4 2 6 4 2642 643 643643643643643643643643643643 643643 64464464464464464564 5 645645 646646 646 6476476 4 8 648642 643LPLPLPLPLPLPLPLPLPLPLPLPWVICVICVICVICVICV ICV ICVWVWV WVFHFHFREEDOM LANEFREEDOM LANEUNITY WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWSSSSSSSSGrate InletGrate InletSTA. 0+52 ~ LINE W1INSTALL:1 ~ 2"-11.25° BENDN: 7028713.58E: 2381081.73STA. 0+00~ LINE W1INSTALL:1 ~ 2" TAPN: 7028763.43E: 2381068.7752 LF ~ 2" HDPEWATER LINELINE W1STA. 1+06 ~ END LINE W1N: 7028660.31E: 2381081.7829 LF ~ 2" HDPEWATER LINESTA. 0+01~ LINE W1INSTALL:1 ~ 2" WATER METERN: 7028762.38E: 2381069.00STORM DRAIN CROSSING 15" SD = 640.47TOP 2" WL = 638.47STORM DRAIN CROSSING 4" SD = 642.55TOP 2" WL = 640.55STORM DRAIN CROSSING 4" SD = 642.83TOP 2" WL = 640.83STORM DRAIN CROSSING 4" SD = 643.31TOP 2" WL = 641.31STORM DRAIN CROSSING 4" SD = 643.76TOP 2" WL = 641.76EXISTING 8" WATER LINE5'25 LF ~ 2" HDPE WATER LINESTA. 0+81~ LINE W1= STA. 0+00 ~ LINE W2INSTALL:1 ~ 2"x2" TEEN: 7028684.95; E: 2381081.73LINE W213 LF ~ 2" HDPE WATER LINESTA. 0+13 ~ LINE W2INSTALL:1 ~ 2"-45° BENDN: 7028684.95; E: 2381094.362 LF ~ 2" HDPE WATER LINESTA. 0+15 ~ END LINE W2CONNECT TO PROPOSEDDRINKING FOUNTAINN: 7028683.54; E: 2381095.77PROPOSED DRINKING FOUNTAINNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOUREXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINSSWNOTES:1. MINIMUM VERTICAL SEPARATION BETWEENWATER LINES AND OTHER UTILITIES SHALL BETWO FEET (2.0').2. 2" WATER LINE SHALL BE SDR9, CLASS 200.Water LayoutC-103Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-103 WATER LAYOUT.DWG, 5/12/2023 3:53:52 PM, MKoceich Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI N E ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL L SMI TH & COOPER,INC. F-56005/12/231105/12/2023CCR 002 LPLPLPLPLPLPLPWVICVWVWVFHFHFREEDOM LANE3' Grate InletFL = 637.84DumpsterEnclosureWWWWW64164264264264364364364364364364 3 644644644644645645 645 645646646647 643642641646 643643644 644643644644644645644645647647 64664564411131024635557882515181412919201921162223241117STA. 0+39 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 638.60N: 7028615.93E: 2381253.8418 LF ~ 18" HDPESTORM DRAIN ON 0.64%68 LF ~ 18" HDPESTORM DRAIN ON 0.64%STA. 0+46 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 638.64N: 7028620.81E: 2381258.557 LF ~ 18" HDPE STORMDRAIN ON 0.64%12 LF ~ 18" HDPESTORM DRAIN ON 0.64%INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 642.90 8" = 641.42N: 7028653.97; E: 2380999.91STA. 0+00 ~ BEGIN MAIN ACONNECT TO EXISTINGGRATE INLETTOP ELEV. = 640.90 (VERIFY) EX. 24" = 637.84 (VERIFY) 18" = 638.34N: 7028611.00E: 2381213.59INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.23 8" = 641.65N: 7028635.94E: 2381030.33STA. 3+47 ~ MAIN AINSTALL:1 ~ 12"x8"-60° WYE 8" = 641.19 12" = 641.02N: 7028655.86E: 2381041.33STA. 3+44 ~ MAIN AINSTALL:1 ~ 12"-45° BEND 12" = 641.00N: 7028655.91E: 2381044.50STA. 2+97 ~ MAIN AINSTALL:1 ~ 15"x8" TEE9 LF ~ 8" HDPE STORMDRAIN ON 2.00% 8" = 640.91 15" = 640.50N: 7028689.88E: 2381077.935 LF ~ 15" HDPE STORMDRAIN ON 0.64%41 LF ~ 12"HDPE STORMDRAIN ON 0.55%9 LF ~ 8" HDPE STORMDRAIN ON 2.00%4 LF ~ 18" HDPE STORMDRAIN ON 0.64%STA. 1+14 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 639.07N: 7028688.74E: 2381258.81STA. 1+36 ~ MAIN AINSTALL:1 ~ 18"x15" REDUCER 15" = 639.46 18" = 639.21N: 7028691.64E: 2381237.79131 LF ~ 15" HDPESTORM DRAIN ON 0.64%STA 2+93 ~ MAIN AWATER LINE CROSSING 15" SD = 640.47TOP 2" WL = 638.47STA. 0+18 ~ MAIN AINSTALL:1 ~ 18"-11.25° BEND 18" = 638.46N: 7028615.77E: 2381232.5421 LF ~ 18" HDPESTORM DRAINON 0.64%STA. 1+18 ~ MAIN AINSTALL:1 ~ 18"-45° BEND 18" = 639.10N: 7028691.70E: 2381255.97MAIN A18 LF ~ 15"HDPE STORMDRAIN ON 0.64%20 LF ~ 12" HDPE STORMDRAIN ON 0.55%STA. 2+94 ~ MAIN AINSTALL:1 ~ 15"-45° BEND 15" = 640.48N: 7028653.97E: 2381041.3946 LF ~ 8" HDPE STORMDRAIN ON 0.55%19 LF ~ 8" HDPE STORMDRAIN ON 0.55%NSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.65 8" = 642.03N: 7028708.32; E: 2380984.71STA. 4+70 ~ MAIN AINSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.65 8" = 642.02N: 7028724.49E: 2380985.52STA. 4+42 ~ MAIN AINSTALL:1 ~ 8"x8"-60° WYE10 LF ~ 8" HDPE STORMDRAIN ON 2.00% 8" = 641.83N: 7028703.46; E: 2380993.406 LF ~ 8" HDPESTORM DRAINON 0.55%STA. 2+72 ~ MAIN AINSTALL:1 ~ 15"x8"-45° WYE6 LF ~ 8" HDPE STORM DRAIN ON 2.00% 8" = 640.62 15" = 640.33N: 7028691.63; E: 2381102.255 LF ~ 15" HDPE STORMDRAIN ON 0.64%INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.75 8" = 640.75N: 7028695.77; E: 2381098.45INSTALL:1 ~ 8" PLANTER AREA DRAINTOP ELEV. = 643.75 8" = 641.09N: 7028695.83; E: 2381071.593 LF ~ 12" HDPE STORMDRAIN ON 0.55%4 LF ~ 15" HDPE STORMDRAIN ON 0.64%1+000+00640635645650FLOWLINEELEVATIONS637.84 STA. 0+00 ~ BEGIN MAIN ACONNECT TO EXISTING GRATE INLETTOP ELEV. = 640.90 (VERIFY) EX. 24" = 637.84 (VERIFY) 18" = 638.34136 LF ~ 18" HDPESTORM DRAIN ON 0.64%Q5 = 5.9 cfsSf5 = 0.32%Q100 = 10.8 cfssf100 = 1.07%Qcap = 8.4 cfsvcap = 4.8 fpsPROPOSED GRADE@ ℄ OF PIPEEXISTING GRADE@ ℄ OF PIPE6406356456502+00638.98 2+50639.55 3+00639.87 3+50640.19 4+00640.51 641.030+50638.661+50638.34 166 LF ~ 15" HDPESTORM DRAIN ON 0.64%90 LF ~ 12" HDPESTORM DRAIN ON 0.55%STA. 0+18 ~ MAIN A1 ~ 18"-11.25° BEND 18" = 638.46STA 0+39 ~ MAIN A1 ~ 18"-45° BEND 18" = 638.60STA 0+46 ~ MAIN A1 ~ 18"-45° BEND 18" = 638.64STA 1+14 ~ MAIN A1 ~ 18"-45° BEND 18" = 639.07STA 1+18 ~ MAIN A1 ~ 18"-45° BEND 18" = 639.10STA 1+36 ~ MAIN A1 ~ 18"x15" REDUCER 15" = 639.46 18" = 639.21 STA 2+93 ~ MAIN A WATER LINE CROSSING  15" SD = 640.47 TOP 2" WL = 638.47 STA 3+31 ~ MAIN A 1 ~ 12"x6"-45° WYE  6" = 641.18  12" = 640.93 STA 3+44 ~ MAIN A 1 ~ 12"-45° BEND  12" = 641.00EXISTING 24"STORM DRAINSTA 2+72 ~ MAIN A 1 ~ 15"x8"-45° WYE  8" = 640.62  15" = 640.33 STA 3+02 ~ MAIN A 1 ~ 15"x12" REDUCER  12" = 640.77  15" = 640.52 STA 2+94 ~ MAIN A 1 ~ 15"-45° BEND  15" = 640.48Q5 = 5.1 cfsSf5 = 0.63%Q100 = 9.4 cfssf100 = 2.15%Qcap = 5.2 cfsvcap = 4.2 fpsQ5 = 0.8 cfsSf5 = 0.23%Q100 = 1.5 cfssf100 = 0.77%Qcap = 0.9 cfsvcap = 2.6 fpsSTA 2+67 ~ MAIN A 1 ~ 15"x4" CROSS  4" = 640.76  15" = 640.30 STA 2+76 ~ MAIN A 1 ~ 15"x4" TEE  4" = 640.82  15" = 640.36 STA 2+97 ~ MAIN A 1 ~ 15"x8" TEE  8" = 640.78  15" = 640.49 STA 3+47 ~ MAIN A 1 ~ 12"x8"-60° WYE  8" = 641.19  12" = 641.02 STA 3+37 ~ MAIN A 1 ~ 12"x4"-45° WYE  4" = 641.29  12" = 640.96 STA 3+42 ~ MAIN A 1 ~ 12"-4"-45° WYE  4" = 641.32  12" = 640.99 STA 3+11 ~ MAIN A 1 ~ 12"x4"-45° WYE  4" = 641.15  12" = 640.82 STA 3+06 ~ MAIN A 1 ~ 12"x4"-45° WYE  4" = 641.12  12" = 640.79 STA 0+47 ~ MAIN A1 ~ 18"x4" TEE 4" = 639.22 18" = 638.64STA 1+24 ~ MAIN A1 ~ 18"x4" TEE 4" = 639.71 18" = 639.13 STA 3+92 ~ MAIN A 1 ~ 12"x8" REDUCER  8" = 641.60  12" = 641.27STA 3+94 ~ MAIN A 1 ~ 8"-45° BEND  8" = 641.61 STA 3+96 ~ MAIN A 1 ~ 8"-45° BEND  8" = 641.62 STA 4+64 ~ MAIN A 1 ~ 8"-45° BEND  8" = 641.99 STA 4+61 ~ MAIN A 1 ~ 8"-45° BEND  8" = 641.97 STA 4+70 ~ MAIN A 1 ~ 8" PLANTER AREA DRAIN TOP ELEV. = 643.65  8" = 642.0278 LF ~ 8" HDPESTORM DRAIN ON 0.55%Q5 = 2.4 cfsSf5 = 0.46%Q100 = 4.3 cfssf100 = 1.48%Qcap = 2.6 cfsvcap = 3.4 fpsSTA 3+88 ~ MAIN A 1 ~ 12"x8"-45° WYE  8" = 641.42  12" = 641.25 STA 4+42 ~ MAIN A 1 ~ 8"x8"-45° WYE  8" = 641.87 641.63 4+50641.90 639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURSSWNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.MAIN A PLANMAIN A PROFILEAS INDICATED BY:00KEY NOTES1.CONNECT TO 4" PERF. HDPESTORM DRAIN (SEE SHEETLD500)2.STA. 0+47 ~ MAIN AINSTALL:1 ~ 18"x4" TEE9 LF ~ 4" STORM DRAIN 4" = 639.22 18" = 638.64N: 7028621.83; E: 2381258.883.6 LF ~ 18" HDPE STORM DRAINON 0.64%4.STA. 1+24 ~ MAIN AINSTALL:1 ~ 18"x4" TEE17 LF ~ 4" STORM DRAIN 4" = 639.72 18" = 639.13N: 7028691.76; E: 2381250.325.CONNECT OUTFALL FROMFRENCH DRAIN TO 15" HDPESTORM DRAIN(SEE SHEET LG500)6.STA 2+67 ~ MAIN ASEE SHEET C-1057.STA 3+02 ~ MAIN A1 ~ 15"x12" REDUCER 12" = 640.77 15" = 640.52N: 7028685.87; E: 2381074.428.5 LF ~ 12" HDPE STORM DRAINON 0.55%9.BEGIN 4" ACO TRENCH DRAINTOP ELEV = 643.72N: 7028665.63; E: 2381002.1010.49 LF ~ 4" ACO TRENCH DRAIN(SEE SHEET LG500)11.INSTALL:1 ~ 4" ACO CATCH BASINTOP ELEV. = 643.72N: 7028665.72; E: 2381051.5312.USE 6" HDPE STORM DRAIN TOCONNECT ACO CATCH BASINAND 12" HDPE STORM DRAIN13.STA. 3+31 ~ MAIN AINSTALL:1 ~ 12"x6"-45° WYE 6" = 641.18 12" = 640.93N: 7028665.63; E: 2381054.2514.6 LF ~ 12" HDPE STORM DRAINON 0.55%15.14 LF ~ 8" HDPE STORM DRAINON 2.00%16.STA 3+88 ~ MAIN AINSTALL:1~12"x8"-60° WYE2 LF ~ 8" HDPE STORM DRAINON 1.00% 8" = 641.42 12" = 641.25N: 7028655.95; E: 2381000.8417.4 LF ~ 12" HDPE STORM DRAINON 0.55%18.STA 3+92 ~ MAIN AINSTALL:1 ~ 12"x8" REDUCER 8" = 641.60 12" = 641.27N: 7028655.95; E: 2380996.8819.2 LF ~ 8" HDPE STORM DRAINON 0.55%20.STA 3+94 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.61N: 7028656.07; E: 2380994.8921.STA 3+96 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.62N: 7028657.41; E: 2380993.4922.STA 4+61 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.97N: 7028722.40; E: 2380993.4423.3 LF ~ 8" HDPE STORM DRAINON 0.55%24.STA 4+64 ~ MAIN AINSTALL:1 ~ 8"-45° BEND 8" = 641.99N: 7028724.39; E: 2380991.3525.2 LF ~ 12" HDPE STORM DRAINON 0.55%NOTE:SEE SHEET C-105 FOR ADDITIONAL INFORMATION ONROOF DRAINS & ARTIFICIAL TURF SUBDRAINAGEEXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-104 STORM P-P - UPDT HGL.DWG, 5/12/2023 3:34:22 PM, MKoceich Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI N E ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL L SMI TH & COOPER,INC. F-56005/12/23Storm DrainPlan-ProfileMain AC-10412222112/29/2022Addendum 01205/12/2023CCR 002 LPLPWVFHDumpsterEnclosureWWWWWW64264364364364 3644644645645645646 643642 6436446436446446446456446456442928171732333435373036173840174544174142465148495052171723242525174717262716173139431310612711141551298543535455562122575757575757575757575758585858585858585858586160484859182019624848639640639640LEGENDEXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOUREXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING WATER LINEPROPOSED WATER LINEEXISTING STORM DRAINPROPOSED STORM DRAINSSWNORTHCONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.AS INDICATED BY:00KEY NOTES1. 4" = 644.002.WATER LINE CROSSING 4" SD = 643.76TOP 2" WL = 641.76N: 7028755.28; E: 2381070.913.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)4.1 ~ 4"-90° BEND 4" = 642.66N: 7028755.28; E: 2381107.595.14 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)6.  4" = 643.707.WATER LINE CROSSING 4" SD = 643.31TOP 2" WL = 641.31N: 7028741.54; E: 2381074.488.1 ~ 4"x4" TEE 4" = 642.25N: 7028741.48; E: 2381107.599.15 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)10.  4" = 643.4011.WATER LINE CROSSING 4" SD = 642.83TOP 2" WL = 640.83N: 7028726.49; E: 2381078.3812.1 ~ 4"x4" TEE 4" = 641.80N: 7028726.49; E: 2381107.5613. 4" = 643.4014.WATER LINE CROSSING 4" SD = 642.55TOP 2" WL = 640.55N: 7028712.33; E: 2381081.7415.1 ~ 4"x4" TEE 4" = 641.38N: 7028712.33; E: 2381107.5616.1 ~ 15"x4" CROSS 4" = 640.76 15" = 640.30N: 7028691.64; E: 2381107.6117.ROOF DRAIN CONNECTION 4" = 642.5018.2 LF ~ 4" STORM DRAIN ON 1.04%19.4 LF ~ 4" STORM DRAIN ON 1.04%20.4 LF ~ 4" STORM DRAIN ON 1.04%21.2 LF ~ 4" STORM DRAIN ON 5.00%22.1 ~ 4"x4" TEE  4" = 642.40 N: 7028624.50; E: 2381095.7623. 4" = 642.0024.62 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.00% (SEE SHEET LD500)25.DOWNSPOUT OUTFALL SHALL EXIT@  = 644.10010'20'26.13 LF ~ 4" STORM DRAIN ON 9.88%27.STA 2+76 ~ MAIN A1 ~ 15"x4" TEE 4" = 640.82 15" = 640.36N: 7028691.45; E: 2381098.4728.3 LF ~ 4" STORM DRAIN ON 2.00%29.1 ~ 4"x4" TEE 4" = 642.15N: 7028624.66; E: 2381071.4430.22 LF ~ 4" STORM DRAIN ON 1.04%31.2 LF ~ 4" STORM DRAIN ON 29.00%32.1 ~ 4"x4" TEE 4" = 641.92N: 7028624.85; E: 2381049.6033.7 LF ~ 4" STORM DRAIN ON 1.04%34.1 ~ 4"-90° BEND 4" = 641.85N: 7028624.93; E: 2381042.6235.3 LF ~ 4" STORM DRAIN ON 1.04%36.5 LF ~ 4" STORM DRAIN ON 13.60%37.1 ~ 4"x4" TEE 4" = 641.82N: 7028628.20; E: 2381042.5738.1 ~ 4"-30° BEND 4" = 641.80N: 7028630.46; E: 2381042.6239.15 LF ~ 4" STORM DRAIN ON 1.04%40.1 ~ 8"x4"-60° WYE 4" = 641.64 8" = 641.47N: 7028643.80; E: 2381034.7341.2 LF ~ 4" STORM DRAIN ON 19.67%42.1 ~ 4"-90° BEND43.4 LF ~ 4" STORM DRAIN ON 19.67%44.STA 3+42 ~ MAIN A1 ~ 12"x4"-45° WYE 4" = 641.32 12" = 640.99N: 7028657.34; E: 2381045.9245.6 LF ~ 4" STORM DRAIN ON 20.17%46.STA 3+37 ~ MAIN A1 ~12"x4"-45° WYE 4" = 641.2912" = 640.96N: 7028660.97; E: 2381049.6847.2 LF ~ 4" STORM DRAIN ON 22.50%48.1 ~ 4"-90° BEND49.4 LF ~ 4" STORM DRAIN ON 22.50%50.STA 3+11 ~ MAIN A1 ~ 12"x4"-45° WYE 4" = 641.15 12" = 640.82N: 7028679.00; E: 2381067.7251.6 LF ~ 4" STORM DRAIN ON 23.00%52.STA 3+06 ~ MAIN A1 ~ 12"x4"-45° WYE 4" = 641.12 12" = 640.79N: 7028683.05; E: 2381071.6353.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 3.22% (SEE SHEET LD500)54.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 3.56% (SEE SHEET LD500)55.45 LF ~ 4" PERF. HDPE STORMDRAIN ON 4.49% (SEE SHEET LD500)56.21 LF ~ 4" PERF. HDPE STORMDRAIN ON 2.97% (SEE SHEET LD500)57.TREE GRATE58.CONNECT OUTFALL FROM TREEGRATES TO 4" PERFORATED HDPESTORM DRAIN (SEE SHEET LD504)59.2 LF ~ 4" STORM DRAIN ON 1.04%60.3 LF ~ 4" STORM DRAIN ON 9.88%61.1 LF ~ 4" STORM DRAIN ON 9.88%62.24 LF ~ 4" STORM DRAIN ON 1.04%NOTE:DOWNSPOUT DESIGNATIONSINDICATE RUNOFF WILL BERELEASED ONTOSYNTHETIC TURF.Roof Drains &Turf SubdrainageC-105Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\050_CIVIL\C-105 STORM LAYOUT.DWG, 5/12/2023 5:30:57 PM, MKoceich Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidPROFESSIONAL ENGI N E ERLICENSED STATE OF TEXASLARRY D. STONE42252PARKHIL L SMI TH & COOPER,INC. F-56005/12/2311111111122222222222112/29/2022Addendum 01205/12/2023CCR 00222222 LPLPLPLPL P L P LPLPLPLPLPLPLPWVICVICVICV ICV ICV ICV WVWVWVWVFHFHFREEDOM LANEFREEDOM LANEUNITY WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWW W WW WW WW WW WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW19 2219191925191919192326093233344042434343434343434344450708431118233217172019212130270230171721212220432043432934343428283112282834341224353030193237050515020505051301140909202020202110392336383820270741211616161603040304380304040202040331202020204647384848303049CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THESITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TOBIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICHTHE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUMTO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK ASSET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TOANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THESUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THATTHE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUMOF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THEOWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLEPANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETEPAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALLBE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAWJOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'SREPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVINGBEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTHCURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH ASCHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCHINTERRUPTION SHALL BE REMOVED.CITY STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITYSTANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TOEDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN ANDNUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT INTHE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH ANADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NOADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THEOWNER'S REPRESENTATIVE.AS INDICATED BY:00KEY NOTES1.6" CONC. PAVING ON COMPACTED SUBGRADE PER DET. D2/LD5002.5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A3/LD5003.5" BOMANITE ALLOY EXPOSED AGGREGATE CONC. PAVING TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.4.5" BOMANITE COLORED CONC. PAVING WITH ROCK SALT FINISH TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.5.STRUCTURAL CONC. PAVING SLAB RE: STRUCT. SHEETS6.PAVING AT BUILDING SLAB PER DET. D1/LD5007.CONNECTION TO EX. CONC. PER DET. B1/LD500.8.CONC. CURB AND GUTTER PER DET. D1/LD5009.CURB & SIDEWALK CONNECTION PER DET. B2/LD50010.CONC. MOWSTRIP PER DET. C2/LD50011.DECOMPOSED GRANITE PAVING PER DET. C3/LD50012.FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVEDEQUAL PER DET. B3/LD50013.CONC. WHEELSTOP PER DET. A3/LD50114.ACCESSIBLE PARKING PER DET. C1/LD501.15.ACCESSIBLE CURB RAMP PER DET. A1/LD501.16.RETAINING WALL PER DET. A1/LD503.17.PICKLEBALL COURT LAYOUT PER DET. A1/LD50218.CHAMPIONSHIP PICKLEBALL COURT LAYOUT PER DET. C1/LD502.19.10 FT TALL CHAIN LINK FENCE w/ WINDSCREEN PER DET. B4/LD503.20.4 FT TALL CHAIN LINK FENCE PER DET. B2/LD502.21.4 FT WIDE CHAIN LINK GATE PER DET. C4/LD502.22.8 FT WIDE DOUBLE SWING CHAIN LINK GATE PER DET. C4/LD503.23.8 FT TALL ORNAMENTAL FENCE PER DET. C4/LD504.24.ORNAMENTAL COMPLEX ENTRY GATE PER DET. B1/LD504.25.BLEACHER SEATING PER DET. D1/LD505.26.BLEACHER SHADE STRUCTURE PER LD507, OR APPROVED EQUAL.27.COFFEE TABLE & CHAIRS AS SPEC'D.28.8 FT LONG HARVEST TABLE & STOOLS AS SPEC'D.29.6 FT LONG BACKED BENCH AS SPEC'D.30.6FT LONG BACKLESS BENCH AS SPEC'D.31.COFFEE TABLE, BENCHES & CHAIRS AS SPEC'D.32.TRASH RECEPTACLE AS SPEC'D.33.BIKE RACK AS SPEC'D.34.TREE WELL & GRATE PER DET. A3/LD50435.ENTRY MONUMENT SIGN PER DET. A1/LD504.36.COURTSIDE SHADE STRUCTURE PER LD508, OR APPROVED EQUAL.37.PAVILION/RESTROOM BUILDING RE: ARCH SHEETS38.PLANTER AREA DRAIN INLET PER DET. A4/LG500.39.TRENCH DRAIN PER DET. B4/LG500.40.WATER METER RE: CIVIL SHEETS41.CLEANOUT RE: CIVIL SHEETS42.STORM DRAIN JUNCTION BOX RE: CIVIL SHEETS43.LIGHT FIXTURE RE: ELEC SHEETS44.ELECTRICAL TRANSFORMER RE: ELEC SHEETS45.ELECTRICAL POWER PANEL RE: ELEC SHEETS46.HEAT PUMP RE: MECH SHEETS47.EMERGENCY EXIT BUTTON PEDESTAL. PEDESTAL TO BE A 36"GOOSENECK (MODEL #PS036B) WITH CARD READER HOUSING (MODEL#PCH049) AND AN ALTRONIX TIMER (MODEL #6062). RE: ELEC SHEETS48.2" BOMANITE COLORED CONC. TOPPING MIX WITH ROCK SALT FINISH ATSTRUCTURAL SLAB TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE,972-484-8465, OR APPROVED EQUAL. COLOR TO MATCH KEYNOTE #4.49.MURDOCK ADA COMPLIANT, BI-LEVEL DRINKING FOUNTAIN (MODEL#M-C76B WITH UNDERGROUND FREEZE-RESISTANT VALVE FOR TWOBOWLS (MODEL #FRU2) AS MANUFACTURED BY MURDOCK MFG.,800-453-7465, OR APPROVED EQUAL.EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.DOWELED ISOLATION JOINT PER DET. A2/LD500SAWN CONTROL JOINT PER DET. A3/LD500 DIJPAVING & JOINTING LAYOUT LEGEND5" CONCRETE PAVING ONCOMPACTED SUBGRADESTRUCTURAL CONCRETE PAVING(REF. STRUCTURAL SHEETS)HEAVY SANDBLAST CONCRETE FINISHFOREVERLAWN FUSION PRO SYNTHETIC TURFSYSTEM, OR APPROVED EQUALMEDIUM BROOM & TROWELED EDGECONCRETE FINISH6" CONCRETE PAVING ONCOMPACTED SUBGRADENOTE:ALL PAVING ABUTTING THE STRUCTURAL SLAB OFTHE BUILDING SHALL HAVE A THICKENED EDGE.MEDIUM BROOM & TROWELED EDGECONCRETE FINISH AT STRUCTURAL SLABNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC100 CONSTRUCTION LAYOUT.DWG, 5/12/2023 10:22:49 AM, JRWilliams Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE RE D LANDSCAPE ARCHITECTSTATE OF TEXA S23 J AM E S WILLIAMS2705/12/2023ConstructionLayoutLC100101/11/2023Addendum 03205/04/2023SI 002305/12/2023CCR 00211233 LPLPLPLPL P L P LPLPLPLPLPLPLPWVICVICVICV ICV ICV ICV WVWVWVWVFHFHFREEDOM LANEFREEDOM LANEUNITY WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWW W WW WW WW WW WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW6'-0"6'-0"8'-0" 64'136'-0"64'-0"136'-0"41'-0"20'-0"10'-0"4'-0"5'-0"10'-0"14'-9"57'-0"33'-7" 80'-0"50'-0"7'-0"6'-0"(TYP.) 15'-0"24'-0"24'-0"4'-8"7'-0"3'-0" 3'-0"11'-9"6'-0"21'-4"6'-0"11'-10"14'-10"11'-8" 15'-0"R3'-0"R9'-8"R74'-9"CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THESITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TOBIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICHTHE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUMTO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK ASSET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TOANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THESUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THATTHE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUMOF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THEOWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLEPANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETEPAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALLBE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAWJOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'SREPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVINGBEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTHCURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH ASCHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCHINTERRUPTION SHALL BE REMOVED.CITY STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITYSTANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TOEDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN ANDNUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT INTHE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH ANADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NOADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THEOWNER'S REPRESENTATIVE.EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.DOWELED ISOLATION JOINT PER DET. A2/LD500SAWN CONTROL JOINT PER DET. A3/LD500 DIJPAVING & JOINTING LAYOUT LEGEND5" CONCRETE PAVING ONCOMPACTED SUBGRADESTRUCTURAL CONCRETE PAVING(REF. STRUCTURAL SHEETS)HEAVY SANDBLAST CONCRETE FINISHFOREVERLAWN FUSION PRO SYNTHETIC TURFSYSTEM, OR APPROVED EQUALMEDIUM BROOM & TROWELED EDGECONCRETE FINISH6" CONCRETE PAVING ONCOMPACTED SUBGRADENOTE:ALL PAVING ABUTTING THE STRUCTURAL SLAB OFTHE BUILDING SHALL HAVE A THICKENED EDGE.MEDIUM BROOM & TROWELED EDGECONCRETE FINISH AT STRUCTURAL SLABNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC101 COORDINATE LAYOUT.DWG, 5/12/2023 10:58:48 AM, JRWilliams Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE RE D LANDSCAPE ARCHITECTSTATE OF TEXA S23 J AM E S WILLIAMS2705/12/2023CoordinateLayoutLC1012105/04/2023SI 002205/12/2023CCR 00212 POINTNORTHINGEASTING1N 7028606.79345E 2380966.112912N 7028610.319E 2380965.347693N 7028610.64254E 2380975.342464N 7028620.62836E 2380965.013965N 7028623.724E 2380967.919936N 7028620.72542E 2380968.012397N 7028624.18617E 2380982.908228N 7028616.75903E 2380990.335359N 7028648.8137E 2380982.1109810N 7028649.01249E 2380988.2517411N 7028639.1643E 2380998.0999212N 7028638.9876E 2381000.1623413N 7028631.97543E 2381007.2923114N 7028628.08634E 2381004.4638815N 7028624.60096E 2381007.9492716N 7028629.8343E 2381009.4334417N 7028628.3343E 2381047.9035118N 7028623.26811E 2381080.137919N 7028624.26153E 2381081.2524720N 7028623.38764E 2381086.2524721N 7028622.39655E 2381087.119322N 7028620.85715E 2381097.4780323N 7028624.80682E 2381098.1106524N 7028623.04939E 2381108.0629825N 7028619.11798E 2381107.3253426N 7028616.20047E 2381121.2142727N 7028652.37597E 2381013.5507128N 7028642.22479E 2381017.5416729N 7028652.37597E 2381030.0858130N 7028660.00097E 2381030.0858131N 7028660.00097E 2380995.0858132N 7028680.30966E 2380995.0858133N 7028693.00097E 2380991.2049534N 7028698.46115E 2380986.655135N 7028724.00097E 2380991.2049536N 7028724.00097E 2381002.0858137N 7028728.30401E 2380979.7393538N 7028739.58715E 2380964.571639N 7028746.58687E 2380971.5713240N 7028739.97202E 2380981.2633241N 7028742.63858E 2380982.0549642N 7028748.50097E 2380979.7393543N 7028748.50097E 2381003.5858144N 7028748.50097E 2381053.5858145N 7028668.50097E 2381053.5858146N 7028668.50097E 2381003.5858147N 7028655.41243E 2381069.9035148N 7028677.38639E 2381069.9022549N 7028677.38639E 2381097.3097650N 7028694.00097E 2381066.9451851N 7028702.00097E 2381066.9451852N 7028702.00097E 2381072.9451853N 7028694.00097E 2381072.9451854N 7028694.00097E 2381094.3097655N 7028702.00097E 2381094.3097656N 7028702.00097E 2381100.3097657N 7028694.00097E 2381100.3097658N 7028711.00097E 2381055.0858159N 7028756.53485E 2381055.0858160N 7028773.18735E 2381112.0858161N 7028711.00097E 2381112.0858162N 7028708.00097E 2381112.0858163N 7028702.00097E 2381112.0858164N 7028694.00097E 2381112.0858165N 7028688.00097E 2381112.0858166N 7028685.00097E 2381112.0858167N 7028719.00097E 2381065.0858168N 7028734.00097E 2381065.0858169N 7028749.00097E 2381065.0858170N 7028719.00097E 2381102.0858171N 7028734.00097E 2381102.0858172N 7028749.00097E 2381102.0858173N 7028764.00097E 2381102.0858174N 7028677.00097E 2381102.0858175N 7028662.00097E 2381102.0858176N 7028647.00097E 2381102.0858177N 7028632.33427E 2381102.0858178N 7028629.8343E 2381097.3201879N 7028629.8343E 2381112.0858180N 7028622.50097E 2381113.5858181N 7028686.50097E 2381113.5858182N 7028686.50097E 2381249.5858183N 7028622.50097E 2381249.5858184N 7028694.00097E 2381135.5858185N 7028702.00097E 2381135.5858186N 7028694.00097E 2381159.5858187N 7028702.00097E 2381159.5858188N 7028694.00097E 2381203.5858189N 7028702.00097E 2381203.5858190N 7028694.00097E 2381227.5858191N 7028702.00097E 2381227.5858192N 7028694.00097E 2381240.3358193N 7028702.00097E 2381240.3358194N 7028708.00097E 2381249.5858195N 7028688.00097E 2381249.5858196N 7028709.50097E 2381113.5858197N 7028773.50097E 2381113.5858198N 7028773.50097E 2381249.5858199N 7028709.50097E 2381249.58581100N 7028674.16508E 2381000.32864101N 7028742.49907E 2381000.31431102N 7028742.48972E 2381056.84173103N 7028674.19271E 2381056.85122104N 7028626.65296E 2381110.59389105N 7028678.60989E 2381110.57206106N 7028715.49571E 2381109.57233107N 7028767.49115E 2381109.57495108N 7028767.45225E 2381253.56614109N 7028715.44421E 2381253.58513110N 7028680.50197E 2381253.54524111N 7028628.49075E 2381253.55175112N 7028708.47643E 2381064.30953113N 7028749.25097E 2381002.83581114N 7028749.25097E 2381054.33581115N 7028774.25097E 2381112.83581116N 7028774.25097E 2381147.58616117N 7028774.25097E 2381215.58616118N 7028750.25099E 2381250.33581119N 7028727.25099E 2381250.33581120N 7028708.75097E 2381250.33581121N 7028680.46966E 2381095.80976NORTHING/EASTING POINT SCHEDULEParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC102 COORDINATE SCHEDULE.DWG, 7/11/2022 3:50:27 PM, JRWilliams Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE RE D LANDSCAPE ARCHITECTSTATE OF TEXA S23 J AM E S WILLIAMS2705/12/2023CoordinateScheduleLC102105/04/2023SI 002205/12/2023CCR 00211112 EF-1 EF-2 UH-1 WOMENS 102 MENS 104 HP-1 HP-2 OFFICE 101 IDU-1 IDU-2 IDU-310"x10"2-10x10/R110"x10"2-10x10/R1HP-3 CD CD CD CD3/4" 3/4" 3/4" 3/4" HVLS-1 TT T EWH-1 EWH-1EWH-1 FCODCO WH-1 4" 2" U-2 WC-1 WC-1 U-1 WC-2 WC-2 TD-1 TD-1 FS-1OFFICE 101 WOMENS 102 MENS 104 L-1 L-1 WH-2 2"FS-14" 1. PROJECT IS DESIGNED TO AND SHALL CONFORM TO THE REQUIREMENTS OF IMC 2021 AND IPC 2021. 2. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO EACH PLUMBING DRAWING OF THIS SET OF CONSTRUCTION DOCUMENTS. NOTES SPECIFIC TO INDIVIDUAL PLUMBING DRAWINGS WILL BE SHOWN ON THE RESPECTIVE PLUMBING DRAWING. 3. THE CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SYSTEM TO INCLUDE ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT FOR A COMPLETE AND FUNCTIONAL SYSTEM INCLUDING ALL NECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED OUT. 4. ENTIRE INSTALLATION, INCLUDING MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL CONFORM WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS. 5. APPLICABLE STANDARDS AND REGULATORY BODIES HAVE JURISDICTION OVER THE CLASS OF WORK. 6. MATERIAL AND EQUIPMENT SHALL HAVE STAMPS OR SEALS OF AHRI, ASME, UL OR ASTM. 7. THE CONTRACTOR SHALL MAKE TESTS FOR ACCEPTANCE AND APPROVAL AS REQUIRED BY CODE AND THE REQUIREMENTS OF APPLICABLE REGULATORY AGENCIES. REQUIRED TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OF RECORD AND/OR OWNER UNLESS OTHERWISE WAIVED IN WRITING. 8. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 9. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OTHER TRADES IN ORDER TO RESOLVE ANY CONFLICTS THAT MIGHT ARISE DUE TO THE LOCATION OF EQUIPMENT OR THE USE OF SPACE. 10. EQUIPMENT OF DIFFERENT ELECTRICAL CHARACTERISTICS MAY BE FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICE, CIRCUIT BREAKERS AND CONDUIT ARE APPROPRIATELY MODIFIED AT NO COST TO THE OWNER. 11. RUN ALL HORIZONTAL DOMESTIC COLD WATER, DOMESTIC HOT WATER, AND VENT PIPING ABOVE THE CEILING UNLESS OTHERWISE NOTED. 12. MAKE PIPE PENETRATIONS OF ALL WALLS WITH SLEEVES AS NOTED IN THE SPECIFICATIONS. 13. DO NOT INSTALL EQUIPMENT, PIPING OR DUCTWORK OVER ANY ELECTRICAL EQUIPMENT OR ELECTRICAL SERVICE SPACE. 14. LAYOUT OF PIPING IS DIAGRAMMATIC. RUN ALL EXPOSED PIPING AS HIGH AS POSSIBLE UNLESS OTHERWISE NOTED. ALLOW FOR RISES, DROPS AND OFFSETS AS REQUIRED. 15. EXTEND CONDENSATE DRAIN LINES AS INDICATED. ALL CONDENSATE DRAIN PIPING SHALL BE TRAPPED AND PITCHED DOWN IN DIRECTION OF FLOW A MINIMUM OF 1/8 INCH PER 1 FOOT. 16. INSTALL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE AND REPAIR OR REPLACEMENT OF ELECTRICAL COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. 17. FLASHING DETAILS FOR PIPES PENETRATING THE ROOF SHALL BE COORDINATED WITH ARCHITECTURE DETAILS. 18. CONTRACTOR SHALL INSTALL ALL PLUMBING VENTS AND EXHAUST AIR OUTLETS A MINIMUM OF 10’-0”AWAY (PER CODE) FROM ALL OUTSIDE AIR INTAKES, OPERABLE DOORS AND/ OR WINDOWS. CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC BY NATURE, FINAL MEASUREMENTS SHOULD BE MADE AT THE PROJECT SITE. 19. CONTRACTOR TO PROVIDE MEANS TO CLEAR CONDENSATE DRAIN LINE WITHOUT CUTTING THE DRAIN LINE. 20. NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED. GENERAL NOTES PLUMBING SYMBOL LEGEND BUTTERFLY VALVE BALL VALVE CHECK VALVE GATE VALVE PRESSURE REDUCING VALVE FLANGE UNION STRAINER PLUG VALVE GAS REGULATOR CONNECT TO EXISTING POINT OF DISCONNECT DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN SEWER VENT CONDENSATE DRAIN AUXILIARY DRAIN NATURAL GAS ROOF DRAIN PIPING OVERFLOW DRAIN PIPING FLUID FLOW DIRECTION PIPE TURNED UP PIPE TURNED DOWN PIPING LEGEND OD RD G AUX CD P.O.D DUCTWORK SYMBOLS CEILING MOUNTED TRANSFER GRILLE TRANSFER DUCT TURNED DOWN ROUND DUCT TURNED UP THERMOSTATT BA S EBAL L FIELD BASEBALL FIE LD BASEBALL FIE LD BASEBALL FIE LD BA S EBAL L FIELD FOULPOLE FOULPOLE FOULPOLE COVERED PICNICTABLE SCOREBOARD F PP PP PP PP PP PP PP PP PP PP PP EI E E CO SOUTHLAKE BOULEVARD WV II N o. 6 N o. 5 E E EPROF E SSIONA L E N G INEERL I C E N S E DS T A T E OF TEX A S BRADLEY BLOUNT 115111PARKHILLSMITH&COOPE R , I N C.F-560#DATE DESCRIPTION - KEY PLAN CLIENT PROJECT NO. Parkhill.com 5/12/2023 10:30:18 AM8125.21 R_v22Permit Set07/08/2022 450 W Southlake Blvd Southlake, TX 76092 City of Southlake MP111 Mechanical and Plumbing Plansat Bicentennial ParkSouthlakePickleball Complex5/12/2023 AS INDICATED BY:# KEY NOTES 1 ROUTE 3/4" CONDENSATE DRAIN DOWN TO FLOOR SINK IN CHASE 2 ROUTE 6" DUCT UP THRU THE ROOF. PROVIDE ROOF CAP. 3 REFER TO CIVIL FOR CONTINUATION. 4 ROUTE 2" WATER LINE UP IN CHASE. PROVIDE BALL VALVE IN VERTICAL. 5 PROVIDE COUNTERTOP ICEMAKER AND DISPENSER. MANITOWOC CNF0202. ROUTE DRAIN TO FLOORSINK IN CHASE. 6 INSTALL CONCRETE PAD UNDER ALL 3 HEAT PUMPS. 7 PROVIDE LOCKABLE COVER FOR THERMOSTAT. 8 REFER TO CIVIL FOR CONTINUATION. APPROXIMATE INVERT 7' BFF. 1/4" = 1'-0"A5 MECHANICAL PLAN 1/4" = 1'-0"A3 PLUMBING PLAN NORTH NORTH 1 22 3 3 4 5 6 77 1 05/01/2023 Permit Comment Response 2 05/12/2023 CCR-002 8 2 2 CITY OF SOUTHLAKE Project No. 2022-59 CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 3 PROJECT NO.: 2022-59 DESCRIPTION: Southlake Pickleball at Bicentennial Park Project TO: North Rock Construction You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description (Detailed Explanation Attached) Change in Contract Price1 Change in Contract Time (Days) 1. Revised Scope of Work for installation of conduit and trench for primary electrical service from existing utility transformer to new transformer location & to provide concrete pad for transformer per Construction Change Request #003 (attached) $47,526.05 10 Net Change in Contract Price and Work Days $47,526.05 10 1Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57 CCO 01 ........................................................................ ($2,838.32) CCO 02 ......................................................................... $24,324.80 CCO 03 ......................................................................... $47,526.05 TOTAL ..................................................................... $3,732,596.10 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 04/17/2023 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180 TIME EXTENSION: CCO 1 ......................................................... 0 TIME EXTENSION: CCO 2 ......................................................... 3 CITY OF SOUTHLAKE Project No. 2022-59 TIME EXTENSION: CCO 3 .........................................................10 NEW TOTAL WORKING DAYS: ............................................... 193 LAST DAY OF WORK: .................................................. 10/26/2023 CITY OF SOUTHLAKE Project No. 2022-59 CHANGE ORDER DETAIL Change Order No.: 3 Project No.: 2022-59 Description: The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for installation of conduit and trench for primary electrical service from existing utility transformer to new transformer location & to provide concrete pad for transformer per Construction Change Request #003 (attached). A. Reason for Change: Primary power to the new transformer, located at the northwest corner of the pickleball facility will be supplied via a service extension from the existing transformer located adjacent to the Southlake Tennis Center. City determined that it was the best value to install this conduit under this contract than to have the work performed by Oncor. B. Description of Change: See Construction Change Request #003 (attached) C. Change in Contract Cost: Add $47,526.05 D. Change in Completion Date: Add 10 Calendar Days SIGNATURE PAGE TO FOLLOW: CITY OF SOUTHLAKE Project No. 2022-59 The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by $24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05.The new Contract Price will be $3,732,596.10, resulting in an increase of approximately 1.89% to the original Contract. The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days per Contract Change Order No. 2, and 10 calendar days per Contract Change Order No. 3. The last contract Working Day is new October 26, 2023. Ordered: Project Manager Date: Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Garrett Harden, Project Engineer July 24, 2023 3912 E Mckinney St Denton, TX 76205 Phone: 940-220-5500 Project PO# Attention Contract Date OH&P NR Project # Start Date Compl Date Today's Date Proposed Change Order Line Item Quantity Unit Unit Price 1 1 LS 41,327.00$ 2 1 LS -$ 3 1 LS -$ 4 1 LS -$ 5 1 LS 6 1 EA 3 1 LS 15% Total Add: 47,526.05$ Deductions 1 1 EA 2 1 LS LS Total Deduct: -$ Total:47,526.05$ Date: North Rock Construction Garrett Harden (Project Engineer) Accepted By: Southlake Pickleball Complex #22300682 PCO #3 Original Contract Amount $ 3,663,583.57 Mamerto Estepa Previous Change Orders $21,486.48 03/21/2023 Current Change Order $47,526.05 15%Revised Contract Amount 3,732,596.10$ 22N-097 Original Contract Day 180 04/17/2023 Previous Added Days 3 10/13/2023 Current CO Days Added 10 07/21/2023 Revised Contract Days 193 Description OCO #3 Total Price -$ -$ Provide and install 1-4” rolled conduit from the existing power company transformer at the tennis center to the new transformer location being installed near the pickleball court. Rolled conduit to be installed by directional bore. Total run not to exceed 650’. 41,327.00$ -$ -$ -$ Subtotal 41,327.00$ Overhead / Bond / Profit 6,199.05$ $ - $ - $ - Friday, July 21, 2023 $ - \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 003\8125.21-CCR_Change_Request.docx CONSTRUCTION CHANGE REQUEST #003 PROJECT: Southlake Bicentennial Pickleball Complex DATE: June 5, 2023 Owner Southlake, TX CONTRACT DATE: Architect ARCHITECT’S PROJECT NUMBER: 8125.21 Contractor TO CONTRACTOR: North Rock Construction OWNER’S PROJECT NUMBER: Other 3912 E. McKinney St. Denton, TX 76208 06/5/2023 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN UNTIL APPROVED BY THE OWNER. Description: (Written description of the work)  Provide conduit and trench for primary service from existing utility transformer to new transformer location. Provide concrete pad for transformer. Submitted By: James Williams Attachments: E-100 CONTRACTOR’S RESPONSE: Additional days requested for this CCR: 10 Add to / Credit Contract Sum $ Credit / Deduct Contingency Owner CMAR $ Credit / Deduct Allowance $ (Name of Allowance) TOTAL CCR $ Attachment: Breakdown CONSTRUCTION CHANGE REQUEST APPROVAL When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s) described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be executed and distributed. Approved Additional Time By: Date: (Signature) x 47,526.05 47,526.05 10 WV ICV ICV ICV ICVWV WV WV FH FH FREE D O M L A N E W W W W W W W W W W W W W SSSSP6 P5 P9 P10 P1 P2 P4 P3 P7 P8 P11 P12 TO LCP #6 AWG TO LCP #6 AWG TO LCP #10 AWG WP/GFCIWP/GFCIWP/GFCIPA-29 PA-30 WP/GFCI WP/GFCIPA-26 SPSPSPSPSP SPSPCCTVCC T V CCTV WP CCTVWP WP WP CCTVCC T V WP WP C C T V WP PA-32 T T T T T T T T T T T T T T T T T T T T T T PA-35UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGCUGEUGEUGEUGEUGEUGE UGEUGEU G E U G E U G E U G E U G E U G E U G E UG E UG E UGE UGE UGE UGE UGE UGE UGE 2 1 3 3 4 4 4 5 4 5 5 9 10 11 11 12 12 11 7 13 8 6 14 14 15 E-100 Site Plan Electrical EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. NORTH 0 40'20'A1 Electrical Site Plan 1"=20'-0" A.COORDINATE WITH THE UTILITY SERVICE PROVIDERS FOR ALL REQUIREMENTS FOR DELIVERING POWER AND COMMUNICATION SERVICE TO THE NEW BUILDING. B.VERIFY THE LINE OF DEMARCATION FOR THE TELEPHONE SERVICE CONDUITS. PREPARE TO EXTEND THE (3)-4" CONDUITS TO THE PROPERTY LINE AT A LOCATION TO BE DETERMINED BY THE SERVICE PROVIDER. C.REFER TO THE LIGHT FIXTURE SCHEDULE FOR FIXTURE TYPES. PROVIDE THE NUMBER OF FIXTURES AND ORIENTATION NOTED FOR POLE-MOUNTED FIXTURES. POLE EPA RATINGS SHALL BE FOR THE NUMBER OF FIXTURES SHOWN. D.COORDINATE WITH THE FIRE SUPPRESSION CONTRACTOR FOR THE LOCATION OF THE POST INDICATOR VALVE (PIV). EXTEND UNDERGROUND CONDUIT AND PROVIDE WEATHER TIGHT CONNECTION (IF APPLICABLE). E.CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EARTH WORK. F.PROJECT IS DESIGNED BASED ON REQUIREMENTS OF NEC 2020 AND IECC 2018. GENERAL NOTES 00 1.NEW PAD-MOUNT UTILITY TRANSFORMER (BY UTILITY). CONTRACTOR SHALL PROVIDE TRANSFORMER PAD AND REFER TO ONCOR'S SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS FROM PADMOUNTED TRANSFORMATION, SECONDARY SERVICE ACCOUNTS DOCUMENT FOR TRANSFORMER PAD DIMENSIONS AND ADDITIONAL REQUIREMENTS. COORDINATE WITH UTILITY (ONCOR) FOR ADDITIONAL INFORMATION. 2.RACK MOUNTED MAIN DISTRIBUTION PANEL AND LIGHTING CONTROL PANEL. MOUNT RACK OUTSIDE OF UTILITY SERVICE ENTRANCE EASEMENT AS REQUIRED. 3.NEW POWER PEDESTAL. LANDSCAPE FORMS: BM-PP-1G1U. COORDINATE COLOR WITH LANDSCAPE ARCHITECT PRIOR TO ORDERING. ROUTE (2) #10 AWG + #10 GND IN 3/4" CONDUIT. COORDINATE WITH MANUFACTURER FOR ADDITIONAL INFORMATION. 4.OUTDOOR CAMERA (BY OTHERS) (TYPICAL). REFER SECURITY CAMERA PLAN FROM FORD AV FOR EXACT MOUNTING HEIGHT, LOCATION AND ADDITIONAL INFORMATION. PROVIDE BACKBOX AND 3/4" CONDUIT WITH PULL STRING FROM DEVICE LOCATION TO OFFICE 101. 5.OUTDOOR SPEAKER (BY OTHERS) (TYPICAL). REFER TO A/V PLAN FROM FORD AV FOR EXACT MOUNTING HEIGHT, LOCATION AND ADDITIONAL INFORMATION. PROVIDE BACKBOX AND 3/4" CONDUIT WITH PULL STRING FROM DEVICE LOCATION TO OFFICE 101. 6.STORAGE/I.T. ROOM IN TENNIS CENTER. 7.#10 AWG. ROUTE CIRCUIT THROUGH TIME CLOCK IN OFFICE 101. 8.BORE UNDER STREET FOR DATA CABLING CONDUIT AS REQUIRED. 9.POWER FOR MAG LOCKS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH DOOR HARDWARE CONTRACTOR AND LANDSCAPE ARCHITECT. PROVIDE POWER, CONTROL WIRING AND ASSOCIATED DEVICES AS REQUIRED. 10.PEDESTAL MOUNTED J-BOX FOR PUSH-TO EXIT BUTTON. PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN GATE AND BUTTON AS REQUIRED. COORDINATE EXACT PEDESTAL LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 11.IN-GRADE TREE UPLIGHT. COORDINATE EXACT LOCATION WITH TREE GRATE AND LANDSCAPE ARCHITECT. PROVIDE 12V TRANSFORMER AS REQUIRED. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-501 FOR FIXTURE INFORMATION. TYPICAL OF ALL FIXTURES TYPE "T". 12.PROVIDE 1" CONDUIT FROM OFFICE 101 TO STORAGE/I.T. ROOM IN TENNIS CENTER. COORDINATE ROUTING WITH EXISTING UTILITIES IN THE AREA. STUB CONDUIT UP IN OFFICE 101 AS CLOSE TO I.T. RACK LOCATION AS POSSIBLE. ROUTE CONDUIT UP WALL AT TENNIS CENTER AND PENETRATE THROUGH WALL IN AN ACCESSIBLE LOCATION ABOVE CEILING INSIDE THE BUILDING. PROVIDE ELBOW SWEEPS AND BACKFILL ALL WALL PENETRATIONS AS REQUIRED. PROVIDE (1) GE MMF OPTICS CABLE FROM OFFICE 101 TO STORAGE/I.T. ROOM IN TENNIS CENTER. LEAVE 20FT OF SLACK AT THE END OF THE CABLE RUN INSIDE THE STORAGE/I.T. ROOM. COORDINATE WITH OWNER FOR ADDITIONAL INFORMATION. 13.PROVIDE PULL BOX FOR DATA CABLING. 14.PRIMARY SERVICE LINE FROM EXISTING UTILITY TRANSFORMER TO NEW UTILITY TRANSFORMER. CONTRACTOR SHALL PROVIDE FOR TRENCHING, BORING AND BACKFILL AS REQUIRED FOLLOWING DEPICTED EASEMENT LINE. COORDINATE WITH UTILITY (ONCOR) FOR EXACT ROUTING OF PRIMARY LINE ALONG EASEMENT. CONTRACTOR SHALL PROVIDE (1) 4" CONDUIT WITH PULL STRING BETWEEN EXISTING TRANSFORMER AND NEW TRANSFORMER PAD. COORDINATE WITH UTILITY (ONCOR) FOR CONDUIT STUB-UP LOCATIONS AT BOTH ENDS. UTILITY (ONCOR) WILL PROVIDE AND INSTALL CONDUCTOR BETWEEN TRANSFORMERS AND NEW TRANSFORMER AFTER TRANSFORMER PAD HAS BEEN INSTALLED PER ONCOR REQUIREMENTS. COORDINATE WITH ONCOR FOR ADDITIONAL REQUIREMENTS FOR INSTALLATION PRIOR TO WORK. 15.EXISTING PAD-MOUNT UTILITY TRANSFORMER TO REMAIN. AS INDICATED BY: KEY NOTES Parkhill.com PROJECT NO. CLIENT #DATE DESCRIPTION KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake 450 W Southlake Blvd, Southlake, TX 76092 8125.21 BASE B A L L FI E L D BASE B A L L FI E L D BASE B A L L FI E L D BASE B A L L FI E L D BASE B A L L FI E L D F EI CO SOUTHLAKE BOULEV A R D II No. 6 No. 5 E E E Parkhill.com PROJECT NO. CLIENT #DATE DESCRIPTION KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake 450 W Southlake Blvd, Southlake, TX 76092 8125.21 BASE B A L L FI E L D BASE B A L L FI E L D BASE B A L L FI E L D BASE B A L L FI E L D BASE B A L L FI E L D F EI CO SOUTHLAKE BOULEV A R D II No. 6 No. 5 E E E 1 - 2 06/0 /20235 06/0 /2023 CCR 00 35 01/11/2023 12/12/2022 Addendum 03 Issue for Bid 2 2 2 2 2 ________________________ __________________ _________________________ AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers, repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors. Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days. 5/2/2023 Garrett Harden North Rock Construction REFERENCE: Bicentennial Park Park RCO #2234-RCO1 THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS. SCOPE OF WORK: ITEM 1. Provide and install 1-4” rolled conduit from the existing power company transformer at the tennis center to the new transformer location being installed near the pickleball court. Rolled conduit to be installed by directional bore. Total run not to exceed 650’. Price: $41,327.00 GROVES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE groveselectrical@verizon.net TECL17392 “SINCE 1968” Billy Brown CITY OF SOUTHLAKE Project No. 2022-59 CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 4 PROJECT NO.: 2022-59 DESCRIPTION: Southlake Pickleball at Bicentennial Park Project TO: North Rock Construction You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description (Detailed Explanation Attached) Change in Contract Price1 Change in Contract Time (Days) 1. Per Construction Chagne Request #004 (attached) E-111: Add/relocate receptacles and data devices for new workstations layout. Adjust circuits as shown. Relocate power for data rack and add data outlet by rack. Remove card reader and associated power outside of plumbing chase. E-501: Add circuit for additional receptacles in Office 101 on Panel “PA”. $8,745.75 8 Net Change in Contract Price and Work Days $8,745.75 8 1Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57 CCO 01 ........................................................................ ($2,838.32) CCO 02 ......................................................................... $24,324.80 CCO 03 ......................................................................... $47,526.05 CCO 04 ........................................................................... $8,745.75 TOTAL ..................................................................... $3,741,341.85 CITY OF SOUTHLAKE Project No. 2022-59 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 04/17/2023 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180 TIME EXTENSION: CCO 1 .......................................................... 0 TIME EXTENSION: CCO 2 .......................................................... 3 TIME EXTENSION: CCO 3 .........................................................10 TIME EXTENSION: CCO 4 .......................................................... 8 NEW TOTAL WORKING DAYS: ............................................... 201 LAST DAY OF WORK: .................................................. 11/03/2023 CITY OF SOUTHLAKE Project No. 2022-59 CHANGE ORDER DETAIL Change Order No.: 4 Project No.: 2022-59 Description: Southlake Pickleball at Bicentennial Park Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Per CCR #004 (attached): E-111 - Add/relocate receptacles and data devices for new workstations layout. Adjust circuits as shown. Relocate power for data rack and add data outlet by rack. Remove card reader and associated power outside of plumbing chase. E-501 - Add circuit for additional receptacles in Office 101 on Panel “PA”. A. Reason for Change: The IT Director required the relocation of the IT/AV rack, to facilitate accessibility for maintenance activities. The Community Services Deputy Director and Recreation Manager required the changes to the receptacles, to meet the proposed operational needs for the space. B. Description of Change: See Construction Change Request #004 (attached) C. Change in Contract Cost: Add $8,745.75 D. Change in Completion Date: Add 8 Calendar Days SIGNATURE PAGE TO FOLLOW: CITY OF SOUTHLAKE Project No. 2022-59 The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by $24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract Change Order No. 4 increased the contract price by $8,745.75. The new Contract Price will be $3,741,341.85, resulting in an increase of approximately 2.12% to the original Contract. The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, and 8 calendar days per Contract Change Order No 4. The last contract Working Day is now November 3, 2023. Ordered: Project Manager Date: Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Garrett Harden, Project Manager August 3, 2023 08/03/2023 \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 004\8125.21-CCR_Change_Request.docx CONSTRUCTION CHANGE REQUEST #004 PROJECT: Southlake Bicentennial Pickleball Complex DATE: July 12, 2023 Owner Southlake, TX CONTRACT DATE: Architect ARCHITECT’S PROJECT NUMBER: 8125.21 Contractor TO CONTRACTOR: North Rock Construction OWNER’S PROJECT NUMBER: Other 3912 E. McKinney St. Denton, TX 76208 07/12/2023 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN UNTIL APPROVED BY THE OWNER. Description: (Written description of the work) E-111: Add/relocate receptacles and data devices for new workstations layout. Adjust circuits as shown. Relocate power for data rack and add data outlet by rack. Remove card reader and associated power outside of plumbing chase. E-501: Add circuit for additional receptacles in Office 101 on panel “PA”. Submitted By: James Williams Attachments: E-111, E-501 CONTRACTOR’S RESPONSE: Additional days requested for this CCR: 0 Add to / Credit Contract Sum $ Credit / Deduct Contingency Owner CMAR $ Credit / Deduct Allowance $ (Name of Allowance) TOTAL CCR $ Attachment: Breakdown CONSTRUCTION CHANGE REQUEST APPROVAL When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s) described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be executed and distributed. Approved Additional Time By: Date: (Signature) 8,745.75 8 8,745.75 X MTCPMMMMMJJJJJJJJJ JJJCRCCTVCCTV CCTVCCTVCCTVCCTVCCTVCCTVCCTVCCTV GEGGGGGOFFICE101WOMENS102PLUMBING CHASE103MENS104HEHEHHEHEHHE78GGEGGGGEGGGEPA- 136PA- 12H HHE HHH HH HEWP/GFCIWP/GFCIWP/GFCIWP/GFCIWP/GFCIPLUMBING CHASE103MENS104OFFICE101WOMENS102WP/GFCI60"/GFCIICEPANEL PAPA- 2PA- 5PA- 6PA- 7PA- 9PA- 11PA- 4PA- 8PA- 1045EF-1EF-2UH-1IDU-2HVLS-1IDU-2WH-2WH-1IDU-1HP-3HP-2HP-1TV/60"1012PA- 3313PA- 3414141515PA- 3616PA- 3717PA- 2ONON18PA- 281PLUMBING CHASE103MENS104OFFICE101WOMENS10260"2351WPWP1WP19WPWPWPWP60"11BASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDFOULPOLEFOULPOLE FOULPOLECOVERED PICNICTABLE SCOREBOARD FPP PPPPPPPPPPPP PPPPPPPP EIEECO SOUTHLAKE BOULEVARDWVII No. 6No. 5EEE #DATEDESCRIPTION-KEY PLANCLIENTPROJECT NO.Parkhill.com7/12/2023 2:27:20 PM8125.21R_v22Issue for Bid12/12/2022450 W Southlake Blvd,Southlake, TX 76092City of SouthlakeE-111Electrical Plansat Bicentennial ParkSouthlakePickleball Complex07/12/2023GENERAL NOTESAS INDICATED BY:#KEY NOTESA. COORDINATE LOCATION OF LIGHT FIXTURES WITH ARCHITECTURAL AND MECHANICAL.B. ALL EMERGENCY AND EGRESS LIGHTING SHALL BE CONNECTED TO THE SAME BRANCH CIRCUIT SERVING THE NORMAL LIGHTS AND SHALL BE ON THE LINE SIDE OF RELAYS OR SWITCHING DEVICES.C. REFER TO KEYED NOTES FOR CONTROL OF ADDITIONAL EMERGENCY LIGHTING.D. AT LOCATIONS WHERE ROOM LIGHT FIXTURES ARE CONTROLLED THROUGH THE USE OF OCCUPANCY SENSORS, PROVIDE THE NUMBER OF SENSORS AND LOCATE THE UNITS AS REQUIRED FOR COMPLETE ROOM COVERAGE. WHERE MORE THAN ONE SENSOR IS LOCATED IN A COMMON SPACE, CONNECT THE UNITS SUCH THAT DETECTION OF OCCUPANCY FROM EITHER UNIT WILL ENERGIZE THE LIGHTING. WHERE SWITCHES ARE SHOWN IN CONJUNCTION WITH OCCUPANCY SENSORS, CONNECT THE SWITCHES TO DE-ENERGIZE THE LIGHTING INDICATED REGARDLESS OF OCCUPANCY. ADJUST ALL SENSOR TIME DELAYS AND MOTION SENSITIVITIES DURING PROJECT CLOSEOUT TO MEET THE OPERATIONAL FUNCTION OF THE OWNER.E. PROVIDE DEDICATED NEUTRAL WIRE FOR ALL 120V BRANCH CIRCUITS TO MEET NEC 210.4. NO MULTI-WIRE BRANCH CIRCUITS SHALL BE ALLOWED. F. ALL CONDUITS SERVING ROOF-MOUNTED EQUIPMENT SHALL BE EXTENDED INSIDE THE UNIT CURBS TO AVOID ADDITIONAL PITCHPANS. ALL EXTERIOR CONDUIT SHALL BE RIGID GALVANIZED STEEL OR LIQUID TIGHT FLEXIBLE CONDUIT AS SPECIFIED. G. AT LOCATIONS WHERE A COMMON EXHAUST FAN IS CONTROLLED THROUGH INDEPENDENT WALL SWITCHES, CONNECT THE SWITCHES IN PARALLEL TO ALLOW EITHER SWITCH TO OPERATE THE FAN. H. REFER TO THE MECHANICAL EQUIPMENT ELECTRICAL SCHEDULE FOR BRANCH CIRCUIT REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT. I. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONNECTION OF ALL HVAC AND PLUMBING EQUIPMENT (BUT NOT LIMITED TO RTU'S, AHU'S, FANS, DAMPERS, LOUVERS, PUMPS AND CONTROLS). J. COORDINATE LOCATIONS OF ALL DEVICES PRIOR TO ROUGH-IN TO AVOID CONFLICTS WITH MILL WORK, MARKERBOARD, ETC. K. ALL CONDUIT TO BE RECESSED IN WALL, NO SURFACE MOUNTED CONDUIT. L. PROJECT IS DESIGNED BASED ON REQUIREMENTS OF NEC 2020 AND IECC 2018.NORTH0 8'16'4'1/8" = 1'-0"1LIGHTING PLAN1/8" = 1'-0"2POWER PLAN1. TYPICAL WALL MOUNTED CAMERA (BY OTHERS). PROVIDE BACKBOX (AS REQUIRED BY SECURITY CONTRACTOR) AND CONDUIT WITH PULL STRING TO AN ACCESSIBLE LOCATION ABOVE CEILING IN OFFICE 101. COORDINATE WITH OWNER AND SECURITY SYSTEM CONTRACTOR FOR EXACT MOUNTING HEIGHT AND LOCATION OF ALL BACK BOXES PRIOR TO ROUGH-IN. 2. WALL MOUNTED DATA RACK MOUNTED AT 48" AFF. DATA RACK SHALL BE NAVEPOINT 12U WALL MOUNT NETWORK SERVER 19 INCH IT CABINET RACK ENCLOSURE. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. PROVIDE UPS FOR DATA RACK. UPS SHALL BE APC 1350VA WITH BATTERY BACKUP AND SURGE PROTECTOR. COORDINATE ADDITIONAL INFORMATION WITH OWNER. 3. STUB-UP LOCATION FOR 1" CONDUIT FOR COMMUNICATIONS CABLING FROM STORAGE/I.T. ROOM IN TENNIS CENTER. REFER TO SITE PLAN ON SHEET E-100 FOR ADDITIONAL INFORMATION. 4. FAN CONTROLLER (BY MANUFACTURER) FOR CANOPY FAN. COORDINATE EXACT LOCATION WITH OWNER AND MANUFACTURER PRIOR TO ROUGH-IN. COORDNATE ADDITIONAL REQUIREMENTS WITH FAN MANUFACTURER. 5. PROVIDE RECESSED WALL BOX TYPE HUBBELL: NSAV62M (OR APPROVED EQUAL) FOR TV. WALL BOX WILL INCLUDE GFCI RECEPTACLE AND DATA/HDMI OUTLET. COORDINATE EXACT HEIGHT AND LOCATION WITH OWNER PRIOR TO ROUGH-IN. 6. ROUTE EXTERIOR LIGHTING CIRCUIT THROUGH PHOTOCELL AND TIME CLOCK FOR CONTROL. 7. ASTRONOMICAL TIME CLOCK FOR OUTDOOR LIGHTING CONTROL. 8. PHOTOCELL FOR OUTDOOR LIGHTING CONTROL. MOUNT PHOTOCELL ON ROOF, FACING NORTH. 9. TYPICAL CARD READER (BY OTHERS). PROVIDE BACKBOX AND CONDUIT WITH PULL STRING TO AN ACCESSIBLE LOCATION ABOVE CEILING. COORDINATE WITH OWNER AND SECURITY SYSTEM CONTRACTOR FOR EXACT MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH-IN. VERIFY HINGE SIDE OR LATCH SIDE OF DOOR WITH OWNER AND SECURITY SYSTEM CONTRACTOR. 10. POWER FOR DATA RACK UPS. MOUNT RECEPTACLE AT 48" AFF. 11. POWER FOR WINE COOLER. 12. THIS RECEPTACLE SHALL BE CONTROLLED WITH THE LIGHTING OCCUPANCY SENSOR AND TURN OFF AUTOMATICALLY WITH THE LIGHTS 20 MINUTES AFTER ALL OCCUPANTS HAVE LEFT THE ROOM, AND TURN BACK ON WHEN AN OCCUPANT RE-ENTERS THE ROOM. PROVIDE nLIGHT: nPP20 PL PLUG LOAD CONTROL POWER PACK FOR SWITCHING RECEPTACLE LOAD. RECEPTACLE SHALL BE A CONTROLLED TYPE RECEPTACLE, HUBBELL: HCSREC SERIES (OR APPROVED EQUAL). MATCH DEVICE BODY COLOR WITH ALL OTHER INDOOR RECEPTACLES. 13. POWER FOR ELECTRIFIED LOCKS. COORDINATE JUNCTION BOX MOUNTING WITH DOOR HARDWARE MANUFACTURER PRIOR TO ROUGH-IN. 14. POWER FOR MAG LOCKS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ACCESS CONTROL CONTRACTOR. PROVIDE POWER, CONTROL WIRING AND ASSOCIATED DEVICES AS REQUIRED. 15. J-BOX FOR PUSH-TO EXIT BUTTON. PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN CORRESPONDING MAG LOCK AND BUTTON AS REQUIRED. COORDINATE EXACT BUTTON LOCATION WITH OWNER AND ACCESS CONTROL CONTRACTOR PRIOR TO ROUGH-IN. 16. POWER FOR RESTROOM MAG LOCKS OVERRIDE SWITCH. PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN OVERRIDE SWITCH AND TIMER AS REQUIRED. COORDINATE EXACT BUTTON LOCATION AND ADDITIONAL REQUIREMENTS WITH OWNER AND ACCESS CONTROL CONTRACTOR PRIOR TO ROUGH-IN. 17. POWER FOR ACCESS CONTROL TIMER. PROVIDE LOW VOLTAGE TRANSFORMER FOR CONNECTION AS REQUIRED. COORDINATE EXACT LOCATION AND ADDITIONAL REQUIREMENTS WITH ACCESS CONTROL CONTRACTOR PRIOR TO ROUGH-IN. 18. MINI REFRIGERATOR POWER. 1/8" = 1'-0"3COMMUNICATIONS PLANLIGHTING FIXTURE SCHEDULETYPE ELECTRICAL DATA MANUFACTURER MODEL LAMP DESCRIPTIONG 120 V/1-28 VA LITHONIA LDN6-40/25-L06/AR-LSS-MVOLT-GZ10 LED WET LOCATION RATED, RECESSED 6" DOWN LIGHT WITH 2500 LUMEN OUTPUT, AND 4000K COLORTEMPERATURE.GE 120 V/1-28 VA LITHONIA LDN6-40/25-L06/AR-LSS-MVOLT-GZ10-EL LED SAME AS TYPE "G" EXCEPT WITH EMERGENCY BATTERY PACK.H 120 V/1-53 VA LITHONIA STL4-60L-EZ1-LP835 LED LED, 4', WRAP AROUND, SURFACE MOUNT FIXTURE WITH 6000L OUTPUT, 3500K COLOR TEMPERATURE,AND WHITE FINISH.HE 120 V/1-53 VA LITHONIA STL4-60L-EZ1-LP835-EL14L LED SAME AS TYPE "H" EXCEPT WITH EMERGENCY BATTERY PACK.T 120 V/1-10 VA IRONSMITH TGL-10F LED LOW VOLTAGE UPLIGHT WITH TERALUX SWITCHABLE LED 10W MODULE. PROVIDE 12V TRANSFORMER ASREQUIRED.1111 07/12/2023 CCR 004 1. PROVIDE A MOTOR RATED SWITCH. OVERLOADS SHALL MATCH MOTOR RATING.2. PROVIDE 3/4" CONDUIT FROM INDOOR UNIT TO OUTDOOR UNIT TO SUPPORT POWER AND CONTROL CABLING. COORDINATE WITH MANUFACTURER AND MECHANICAL FOR ALL REQUIREMENTS.3. DISCONNECT SWITCH TO BE PROVIDED BY MANUFACTURER AND INSTALLED BY CONTRACTOR IN FIELD. 4. FACTORY MOUNTED DISCONNECT SWITCH TO BE PROVIDED BY MANUFACTURER. NOTES:PAD MOUNTEDUTILITY SERVICETRANSFORMEREXISTINGPAD MOUNTEDUTILITY SERVICETRANSFORMERNEWNEWDISTRIBUTIONPanel "MDP"NEWPanel "PA"NEWPanel"LIGHTINGCONTROLPANEL"AS INDICATED BY:#KEYED NOTES1. NEW PAD MOUNT UTILITY TRANSFORMER AND KWH METER. COORDINATE ALL REQUIREMENTS WITH ELECTRIC UTILITY PROVIDER.2. EXISTING PAD MOUNT UTILITY TRANSFORMER CURRENTLY SERVING TENNIS COURTS. 3. NEW PRIMARY SERVICE EXTENSION.4. NEW SECONDARY SERVICE ENTRANCE. (4) #3/0 AWG IN 2" CONDUIT. 5. NEW LIGHTING CONTROL PANEL FOR PICKLE BALL COURTS. PROVIDE (3) #10 AWG + #10 GND IN 3/4" CONDUIT FOR LIGHTING CIRCUITS MDP-2,4,6 AND MDP-8,10,12. PROVIDE (3) #12 AWG + #12 GND IN 3/4" CONDUIT FOR LIGHTING CIRCUIT MDP-7,9,11. PROVIDE 3-POLE CONTACTORS FOR LIGHTING CIRCUITS IN LIGHTING CONTROL PANEL. 6. NEW PANEL LOCATED IN PAVILION BUILDING. (4) #1/0 AWG + #6 GND IN 1-1/2" CONDUIT. PROVIDE 150A/3P CIRCUIT BREAKER IN MDP. 7. REFER TO GROUNDING ELECTRODE DETAIL. 8. NEW 200A, 208Y/120V, 3Φ, 4W DISTRIBUTION PANEL. 9. PROVIDE RACK FOR MOUNTING DISTRIBUTION PANEL AND LIGHTING CONTROL PANEL. 10. EXTEND (3) #10 AWG + #10 GND IN 3/4" CONDUIT FOR PICKLEBALL COURT LIGHT POLES P1, P2, P3, AND P4 (CIRCUIT MDP-7,9,11) FROM LIGHTING CONTROL PANEL. 11. EXTEND (3) #6 AWG + #6 GND IN 3/4" CONDUIT FOR PICKLEBALL COURT LIGHT POLES P5-P12 (CIRCUITS MDP-2,4,6 AND MDP-8,10,12) FROM LIGHTING CONTROL PANEL. 1265437891011(3)-3/4" X 10' COPPERCLAD DRIVEN GROUNDRODSMETAL UNDERGROUNDWATER PIPE. BONDS WITHIN5' OF ENTRANCE INTOBUILDING (IF AVAILABLE)CONCRETE REINFORCING BARSPERPENDICULAR TO EACHOTHER#4 CUCONDUCTOR IN 3/4"RGC#4CU#4CUBUILDING STRUCTURALSTEELNEUTRALBUSBONDINGJUMPER #4AWG CUMAIN SERVICESECTION IN "MDP"EQUIPMENT GROUNDBUSCU. CONDUCTOR INCONCRETE 20' LONGMIN.EXOTHERMICALLYWELD TOREINFORCING BARS(TYPICAL OF 2 PLACES)BASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDFOULPOLEFOULPOLE FOULPOLECOVERED PICNICTABLE SCOREBOARD FPP PPPPPPPPPPPP PPPPPPPP EIEECO SOUTHLAKE BOULEVARDWVII No. 6No. 5EEE # DATE DESCRIPTION-KEY PLANCLIENTPROJECT NO.Parkhill.com7/12/2023 2:27:21 PM8125.21R_v22Issue for Bid12/12/2022450 W Southlake Blvd,Southlake, TX 76092City of SouthlakeE-501Electrical RiserDiagram &Schedulesat Bicentennial ParkSouthlakePickleball Complex07/12/2023MECHANICAL EQUIPMENT ELECTRICAL SCHEDULEMARK VOLTAGE PHASENUMBER OFPOLESPANEL CIRCUIT BREAKER CONDUIT CONDUCTOR DISCONNECTFUSESIZENOTE LOADEF-1 120 V 1 1 PA 18 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 4406 VAEF-2 120 V 1 1 PA 20 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 4406 VAHP-1 208 V 1 2 PA 19,21 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VAHP-2 208 V 1 2 PA 22,24 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VAHP-3 208 V 1 2 PA 23,25 15 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A 2 2912 VAIDU-1 208 V 1 2 PA 19,21 15 A 3/4" (2) #12 AWG + #12 GND 0 A0 A 2 208 VAIDU-2 208 V 1 2 PA 22,24 15 A 3/4" (2) #12 AWG + #12 GND 0 A0 A 2 208 VAIDU-3 208 V 1 2 PA 23,25 15 A 3/4" (2) #12 AWG + #12 GND 0 A0 A 2 208 VAUH-1 208 V 1 2 PA 1,3 20 A 3/4" (2) #12 AWG + #12 GND 0 A 0 A3 2500 VAWH-1 208 V 1 2 PA 15,17 30 A 3/4" (2) #10 AWG + #10 GND 0 A 0 A 1 5000 VAWH-2 208 V 1 2 PA 14,16 30 A 3/4" (2) #10 AWG + #10 GND 0 A 0 A 1 5000 VANTS2ELECTRICAL RISER DIAGRAMPHASE C 12177 VA 102 A DEMAND LINE AMPS 104 APHASE B 13542 VA 113 A ESTIMATED DEMAND LOAD 37573 VAPHASE A 11855 VA 99 A TOTAL CONNECTED LOAD 37573 VAPHASE TOTALS LOAD CURRENT NOTES:41 -- 1 SPACE -- -- SPACE 1 -- 4239 20 A 1 SPARE 0 VA -- SPACE 1 -- 4037 20 A 1 ACCESS CONTROL TIMER 180 VA 0 VA SPARE 1 20 A 3835 20 A 1 TREE UPLIGHTS 110 VA 180 VA MAG LOCK OVERRIDE SWITCH 1 20 A 3633 20 A 1 ELECTRIC LOCKS 180 VA 720 VA RESTROOM MAG LOCKS1 20 A 3431 20 A 1 SPARE 0 VA 360 VA GATE MAG LOCKS 1 20 A 3229 20 A 1 POWER PEDESTALS 720 VA 720 VA POWER PEDESTALS 1 20 A 3027 20 A 1 SPARE 0 VA 720 VA RECEPTACLES OFFICE 101 1 20 A 2825 1560 VA 900 VA OUTDOOR RECEPTACLES 1 20 A 262315 A 2 HP-3, IDU-31560 VA 1560 VA 2421 1560 VA 1560 VAHP-2, IDU-2 2 15 A221915 A 2 HP-1, IDU-11560 VA 406 VA EF-2 1 20 A 2017 2500 VA 406 VA EF-1 1 20 A 181520 A 2 WH-12500 VA 2500 VA 1613 20 A 1 CANOPY LIGHTING 420 VA 2500 VAWH-2 2 20 A1411 20 A 1 RECEPTACLE 720 VA 851 VA INDOOR LIGHTING 1 20 A 129 20 A 1 ICE MACHINE 1000 VA 552 VA CANOPY FAN 1 15 A 107 20 A 1 HAND DRYER 1500 VA 540 VA CANOPY RECEPTACLES 1 20 A 85 20 A 1 DATA RACK UPS 1350 VA 1500 VA HAND DRYER 1 20 A 63 1250 VA 1000 VA WINE COOLER 1 20 A 4120 A 2 UH-11250 VA 720 VA MISCELLANEOUS RECEPTACLES 1 20 A 2CKT TRIP AMPS POLES CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION POLES TRIP AMPS CKTLOCATION: OFFICE 101MOUNTING: SURFACESUPPLY FROM: MDPENCLOSURE: NEMA 1DISTRIBUTION: 208Y/120V, 3 PHASE, 4 WIREMCB 150 APANELBOARD: PAMIN AIC RATING: 10,000PANELBOARD SCHEDULENTS1GROUNDING DETAILPHASE C 16924 VA 141 A DEMAND LINE AMPS 144 APHASE B 18289 VA 153 A ESTIMATED DEMAND LOAD 51814 VAPHASE A 16602 VA 138 A TOTAL CONNECTED LOAD 51814 VAPHASE TOTALS LOAD CURRENT NOTES:41 -- 1 SPACE -- -- SPACE 1 -- 4239 -- 1 SPACE -- -- SPACE 1 -- 4037 -- 1 SPACE -- -- SPACE 1 -- 3835 -- 1 SPACE -- -- SPACE 1 -- 3633 -- 1 SPACE -- -- SPACE 1 -- 3431 -- 1 SPACE -- -- SPACE 1 -- 3229 -- 1 SPACE -- -- SPACE 1 -- 3027 -- 1 SPACE -- -- SPACE 1 -- 2825 -- 1 SPACE -- -- SPACE 1 -- 2623 -- 1 SPACE -- -- SPACE 1 -- 2421 -- 1 SPACE -- -- SPACE 1 -- 2219 -- 1 SPACE -- -- SPACE 1 -- 2017 -- 1 SPACE -- -- SPACE 1 -- 1815 -- 1 SPACE -- -- SPACE 1 -- 1613 -- 1 SPACE -- -- SPACE 1 -- 1411 1067 VA 1840 VA 129 1067 VA 1840 VA 10720 A 3PICKLE BALL LIGHT POLES P1, P2,P3, & P41067 VA 1840 VAPICKLE BALL LIGHT POLES P9, P10,P11, & P123 25 A85 12177... 1840 VA 63 13542... 1840 VA 41150 A 3 PANEL "PA"11855... 1840 VAPICKLE BALL LIGHT POLES P5, P6,P7, & P83 25 A2CKT TRIP AMPS POLES CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION POLES TRIP AMPS CKTLOCATION: MOUNTING: SURFACESUPPLY FROM: ENCLOSURE: NEMA 3RDISTRIBUTION: 208Y/120V, 3 PHASE, 4 WIREMCB 200 APANELBOARD: MDPMIN AIC RATING: 35000PANELBOARD SCHEDULE21 05/03/2023 CCR 0012 07/12/2023 CCR 004 3912 E Mckinney St Denton, TX 76205 Phone: 940-220-5500 Project PO# Attention Contract Date OH&P NR Project # Start Date Compl Date Today's Date Proposed Change Order Line Item Quantity Unit Unit Price 1 1 LS 7,605.00$ 2 1 LS -$ 3 1 LS -$ 4 1 LS -$ 5 1 LS 6 1 EA 3 1 LS 15% Total Add: 8,745.75$ Deductions 1 1 EA 2 1 LS LS Total Deduct: -$ Total:8,745.75$ Date: North Rock Construction Garrett Harden (Project Engineer) Accepted By: $ - Tuesday, July 25, 2023 $ - $ - $ - Subtotal 7,605.00$ Overhead / Bond / Profit 1,140.75$ Description OCO #4 Total Price -$ -$ furnish and install (4) Duplex receptacles in lieu of (1) Quad receptacle on north wall, new 20A circuit for receptacles in Office 101, (2) additional Data back box and stub up, delete (1) Junction box note#13 and (1) Card reader note#9. Price also includes extending circuit PA-5 and relocating (16) ¾” and (1) 1” conduit stub up for relocation of Wall mounted Data Rack. 7,605.00$ -$ -$ -$ 10/13/2023 Current CO Days Added 8 07/25/2023 Revised Contract Days 213 22N-097 Original Contract Day 180 04/17/2023 Previous Added Days 25 03/21/2023 Current Change Order $8,745.75 15%Revised Contract Amount 3,754,921.42$ Southlake Pickleball Complex #22300682 PCO #4 Original Contract Amount $ 3,663,583.57 Mamerto Estepa Previous Change Orders $82,592.10 ________________________ __________________ _________________________ AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers, repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors. Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days. 7/25/2023 Garrett Harden North Rock Construction REFERENCE: Bicentennial Park – Southlake Pickleball Complex RCO #2234-RCO-3 THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS. SCOPE OF WORK: ITEM 1. Per CCR#004, furnish and install (4) Duplex receptacles in lieu of (1) Quad receptacle on north wall, new 20A circuit for receptacles in Office 101, (2) additional Data back box and stub up, delete (1) Junction box note#13 and (1) Card reader note#9. Price also includes extending circuit PA-5 and relocating (16) ¾” and (1) 1” conduit stub up for relocation of Wall mounted Data Rack. Price: $7,605.00 GROVES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE groveselectrical@verizon.net TECL17392 “SINCE 1968” Billy Brown CITY OF SOUTHLAKE Project No. 2022-59 CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 5 PROJECT NO.: 2022-59 DESCRIPTION: Southlake Pickleball at Bicentennial Park Project TO: North Rock Construction You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description (Detailed Explanation Attached) Change in Contract Price1 Change in Contract Time (Days) 1. Relocation of existing 4” irrigation line due to conflict with proposed retaining wall footing per Change Request #005 (attached) $13,579.57 12 Net Change in Contract Price and Work Days $13,579.57 12 1Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57 CCO 01 ........................................................................ ($2,838.32) CCO 02 ......................................................................... $24,324.80 CCO 03 ......................................................................... $47,526.05 CCO 04 ........................................................................... $8,745.75 CCO 05 ......................................................................... $13,579.57 TOTAL ..................................................................... $3,754,921.42 CITY OF SOUTHLAKE Project No. 2022-59 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 04/17/2023 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180 TIME EXTENSION: CCO 1 .......................................................... 0 TIME EXTENSION: CCO 2 .......................................................... 3 TIME EXTENSION: CCO 3 .........................................................10 TIME EXTENSION: CCO 4 .......................................................... 8 TIME EXTENSION: CCO 5 .........................................................12 NEW TOTAL WORKING DAYS: ............................................... 213 LAST DAY OF WORK: .................................................. 11/15/2023 CITY OF SOUTHLAKE Project No. 2022-59 CHANGE ORDER DETAIL Change Order No.: 5 Project No.: 2022-59 Description: Southlake Pickleball at Bicentennial Park Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Relocation of existing 4” irrigation line due to conflict with proposed retaining wall footing per Change Request #005 (attached) A. Reason for Change: The existing 4” irrigation line at the NW corner of the pickleball facility is located an area to be covered by the proposed conrete surfacing and is in conflict with the proposed footing for the retaining wall. To mitigate the conflict and the need to demolish the concrete surface, in the event of the an irrigation main break, the line will be relocated per Change Request #005. B. Description of Change: See Construction Change Request #005 (attached) C. Change in Contract Cost: Add $13,579.57 D. Change in Completion Date: Add 12 Calendar Days SIGNATURE PAGE TO FOLLOW: CITY OF SOUTHLAKE Project No. 2022-59 The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by $24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract Change Order No. 4 increased the contract price by $8,745.75. Contract Change Order No. 5 increased the contract price by $13,579.57. The new Contract Price will be $3,754,921.42, resulting in an increase of approximately 2.49% to the original Contract. The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, 8 calendar days per Contract Change Order No 4, and 12 calendar days per Contract Change Order No 5. The last contract Working Day is new November 15, 2023. Ordered: Project Manager Date: Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Garrett Harden, Project Manager August 7, 2023 \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 005\8125.21-CCR_Change_Request.docx CONSTRUCTION CHANGE REQUEST #005 PROJECT: Southlake Bicentennial Pickleball Complex DATE: July 13, 2023 Owner Southlake, TX CONTRACT DATE: Architect ARCHITECT’S PROJECT NUMBER: 8125.21 Contractor TO CONTRACTOR: North Rock Construction OWNER’S PROJECT NUMBER: Other 3912 E. McKinney St. Denton, TX 76208 ` Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN UNTIL APPROVED BY THE OWNER. Description: (Written description of the work) Relocation of existing 4" irrigation line due to conflict with proposed retaining wall footing. Submitted By: James Pole Attachments: IR 100 CONTRACTOR’S RESPONSE: Additional days requested for this CCR: 0 Add to / Credit Contract Sum $ Credit / Deduct Contingency Owner CMAR $ Credit / Deduct Allowance $ (Name of Allowance) TOTAL CCR $ Attachment: Breakdown CONSTRUCTION CHANGE REQUEST APPROVAL When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s) described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be executed and distributed. Approved Additional Time By: Date: (Signature) 12 $13,579.57 x $13,579.57 3912 E Mckinney St Denton, TX 76205 Phone: 940-220-5500 Project PO# Attention Contract Date OH&P NR Project # Start Date Compl Date Today's Date Proposed Change Order Line Item Quantity Unit Unit Price 1 1 LS 11,808.32$ 2 1 LS -$ 3 1 LS -$ 4 1 LS -$ 5 1 LS 6 1 EA 3 1 LS 15% Total Add: 13,579.57$ Deductions 1 1 EA 2 1 LS LS Total Deduct: -$ Total:13,579.57$ Date: North Rock Construction Garrett Harden (Project Engineer) Accepted By: Southlake Pickleball Complex #22300682 PCO #5 Original Contract Amount $ 3,663,583.57 Mamerto Estepa Previous Change Orders $69,012.53 03/21/2023 Current Change Order $13,579.57 15%Revised Contract Amount 3,746,175.67$ 22N-097 Original Contract Day 180 04/17/2023 Previous Added Days 13 10/13/2023 Current CO Days Added 12 07/21/2023 Revised Contract Days 205 Description OCO #5 Total Price -$ -$ Relocate irrigation mainline that is conflicting w/ the new retaining wall (See PFL quote for cost breakdown) 11,808.32$ -$ -$ -$ Subtotal 11,808.32$ Overhead / Bond / Profit 1,771.25$ $ - $ - $ - Tuesday, March 7, 2023 $ - Southlake Pickleball Complex Change No:5 Approved: For:Mainline relocation Submitter:Marcus O'Dell CHANGE ORDER QUOTE To: Date:7/19/2023 Phone:(469) 526-4012 Email:marcus@perfectfinishlandscaping.co Marcus O'Dell Marcus O'Dell 7/19/2023 Qualification Mainline Relocation Job:4281 ALCC, LLC dba Perfect Finish Landscaping 5501 Fishtrap Rd. #331 Denton, TX 76208 Denton, TX 76205 NORTH ROCK Construction 525 S. Loop 288, Ste 105 Garrett Harden Phone (903)253-7251 Email gharden@nrockconstruction.com LINE DESCRIPTIONUOMQTY UNIT PRICECOMMENT AMOUNT 1 80 $54.00 $4,320.00EAIrrigation Labor Hours 2 224 $13.16 $2,947.84LF4in Class 200 Gasketed PVC 3 3000 $0.15 $450.00LF14 Gauge Red Wire 4 500 $0.24 $120.00LF12 Gauge White Wire 5 2 $563.222 4in ductile iron T w/ megalu $1,126.44LSIrrigation Materials 6 4 $312.464 4in ductile iron 90 w/ megal $1,249.84LSIrrigation Misc 7 4 $64.00 $256.00EAAMETEK Rect Box Purp Lid1 8 4 $140.00 $560.00EAAMETEK Jumbo Box Gr Lid 1 9 100 $2.67 $267.00LF1.5in Sch 40 Pipe 10 160 $2.15 $344.00LF1in Sch 40 Pipe 11 220 $0.76 $167.20LF.75in Sch 40 Pipe $11,808.32TOTAL CCR 005 7/12/2023 CITY OF SOUTHLAKE Project No. 2022-59 CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 6 PROJECT NO.: 2022-59 DESCRIPTION: Southlake Pickleball at Bicentennial Park Project TO: North Rock Construction You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description (Detailed Explanation Attached) Change in Contract Price1 Change in Contract Time (Days) 1. Relocation of the existing electrical line at the northeast corner of the site. The line is in conflict with the proposed grade beam and post-tensioned slab. $4,519.50 0 Net Change in Contract Price and Work Days $4,519.50 0 1Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57 CCO 01 ........................................................................ ($2,838.32) CCO 02 ......................................................................... $24,324.80 CCO 03 ......................................................................... $47,526.05 CCO 04 ........................................................................... $8,745.75 CCO 05 ......................................................................... $13,579.57 CCO 06 ........................................................................... $4,519.50 TOTAL ..................................................................... $3,759,440.92 CITY OF SOUTHLAKE Project No. 2022-59 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 04/17/2023 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180 TIME EXTENSION: CCO 1 .......................................................... 0 TIME EXTENSION: CCO 2 .......................................................... 3 TIME EXTENSION: CCO 3 .........................................................10 TIME EXTENSION: CCO 4 .......................................................... 8 TIME EXTENSION: CCO 5 .........................................................12 TIME EXTENSION: CCO 6 .......................................................... 0 NEW TOTAL WORKING DAYS: ............................................... 213 LAST DAY OF WORK: .................................................. 11/15/2023 CITY OF SOUTHLAKE Project No. 2022-59 CHANGE ORDER DETAIL Change Order No.: 6 Project No.: 2022-59 Description: Southlake Pickleball at Bicentennial Park Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Relocation of existing 4” irrigation line due to conflict with proposed retaining wall footing per Change Request #005 (attached) A. Reason for Change: The existing electrical line at the northeast corner of the pickleball complex is in conflict with the proposed grade beam and post-tensioned slab. The contractor was unable to move the conduit out of the work area. The structural engineer advised that there were no options for routing the counduit through the grade beam or slab without compromising the integrity of those structures. Therefore, it was necessary to relocate the utility. B. Description of Change: Relocate the existing conduit to outside of the retaining wall. C. Change in Contract Cost: Add $4,519.50 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: CITY OF SOUTHLAKE Project No. 2022-59 The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by $24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract Change Order No. 4 increased the contract price by $8,745.75. Contract Change Order No. 5 increased the contract price by $13,579.57. Contract Change Order No. 6 increased the contract price by $4,519.50.The new Contract Price will be $3,759,440.92, resulting in an increase of approximately 2.62% to the original Contract. The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, 8 calendar days per Contract Change Order No 4, 12 calendar days per Contract Change Order No 5, and 0 days per Contract Change Order No. 6. The last contract Working Day is new November 15, 2023. Ordered: Project Manager Date: Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Garrett Harden, Project Engineer 3912 E Mckinney St Denton, TX 76205 Phone: 940-220-5500 Project PO# Attention Contract Date OH&P NR Project # Start Date Compl Date Today's Date Proposed Change Order Line Item Quantity Unit Unit Price 1 1 LS 1,800.00$ 2 1 LS 1,770.00$ 3 4 Hrs 90.00$ 4 1 LS -$ 5 1 LS 6 1 EA 3 1 LS 15% Total Add: 4,519.50$ Deductions 1 1 EA 2 1 LS LS Total Deduct: -$ Total:4,519.50$ Date: North Rock Construction Garrett Harden (Project Engineer) Accepted By: Southlake Pickleball Complex #22300682 PCO #6 Original Contract Amount $ 3,663,583.57 Mamerto Estepa Previous Change Orders $91,337.85 03/21/2023 Current Change Order $4,519.50 15%Revised Contract Amount 3,759,440.92$ 22N-097 Original Contract Day 180 04/17/2023 Previous Added Days 25 10/13/2023 Current CO Days Added 8 08/10/2023 Revised Contract Days 213 Description OCO #6 Total Price -$ Relocate the existing circuit and conduit from outside of the retaining wall 1,770.00$ Excavation and backfill of existing electrical conduits inside of retaining wall 1,800.00$ -$ 360.00$ -$ Testing Subtotal 3,930.00$ Overhead / Bond / Profit 589.50$ $ - $ - $ - Thursday, August 10, 2023 $ - 1 Garrett Harden From:Garrett Harden Sent:Thursday, June 22, 2023 11:25 AM To:Mamerto Estepa; jrwilliams@parkhill.com Cc:Charlie Keane; Justin Raney Subject:Southlake Pickleball - Relocate ex. Electrical and fiber Mo, Per our phone call, we are looking at $1,800.00 for the excavation of the existing electrical and fiber conduits on the NE corner of the retaining wall. We are thinking now that we may be able to push these conduits just outside of the retaining wall, eliminating the need for installing a new pull box at this location. If you are OK with us proceeding, I can work up a formal OCO for this scope of work and send that over to you. Thanks, Garrett Harden Project Engineer 3912 E Mckinney st Denton, TX 76208 Cell: 903-253-7251 Gharden@nrockconstruction.com NOTICE: This e-mail (including attachments) is covered by the Electronic Communications Privacy Act, 18 U.S.C. 2510-2521, is confidential and may be legally privileged. If you are not the intended recipient, you are hereby notified that any retention, dissemination, distribution or copying of this communication is strictly prohibited. Please reply to the sender that you have received this message in error, then delete it. ________________________ __________________ _________________________ AUTHORIZED SIGNATURE PO # Assistant P. M. Christian Collazo FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers, repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors. Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days. 8/10/2023 Garrett Harden North Rock Construction REFERENCE: Bicentennial Park – Southlake Pickleball Complex RCO #2234-RCO-4 THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS. SCOPE OF WORK: ITEM 1. Price to relocate the existing circuit and conduit from outside the retaining wall. Price: $1,770.00 GROVES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE groveselectrical@verizon.net TECL17392 “SINCE 1968” CITY OF SOUTHLAKE Project No. 2022-59 CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 7 PROJECT NO.: 2022-59 DESCRIPTION: Southlake Pickleball at Bicentennial Park Project TO: North Rock Construction You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description (Detailed Explanation Attached) Change in Contract Price1 Change in Contract Time (Days) 1. Provision and installation of conduits and conductors to repair unmarked damaged conduit. $ 9,014.85 3 2. Multiple revisions per CCR 07 & CCR 08, and summarized in PCO #8 (all documents attached). $ 23,631.35 12 Net Change in Contract Price and Work Days $ 32,646.20 15 1Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT ........................... $3,663,583.57 CCO 01 ........................................................................ ($2,838.32) CCO 02 ......................................................................... $24,324.80 CCO 03 ......................................................................... $47,526.05 CCO 04 ........................................................................... $8,745.75 CCO 05 ......................................................................... $13,579.57 CCO 06 ........................................................................... $4,519.50 CCO 07 ......................................................................... $32,646.20 TOTAL ..................................................................... $3,792,087.12 CITY OF SOUTHLAKE Project No. 2022-59 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 04/17/2023 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 180 TIME EXTENSION: CCO 1 .......................................................... 0 TIME EXTENSION: CCO 2 .......................................................... 3 TIME EXTENSION: CCO 3 .........................................................10 TIME EXTENSION: CCO 4 .......................................................... 8 TIME EXTENSION: CCO 5 .........................................................12 TIME EXTENSION: CCO 6 .......................................................... 0 TIME EXTENSION: CCO 7 .........................................................15 NEW TOTAL WORKING DAYS: ............................................... 228 LAST DAY OF WORK: .................................................. 11/30/2023 CITY OF SOUTHLAKE Project No. 2022-59 CHANGE ORDER DETAIL Change Order No.: 7 Project No.: 2022-59 Description: Southlake Pickleball at Bicentennial Park Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Provision and installation of conduits and conductors to repair unmarked damaged conduit. A. Reason for Change: Contractor was performing boring activities for the Oncor primary power run (specified in CC03) and damaged an unmarked electrical line on 8/18. City directed contractor to repair damaged utility. B. Description of Change: The provision and installation of 2” PVC conduit to repair the unmarked damaged conduit. The provision and installation of 4-1/0 conductors from the power company transformer to the existing service. C. Change in Contract Cost: Add $9,014.85 D. Change in Completion Date: Add 3 Calendar Days CITY OF SOUTHLAKE Project No. 2022-59 Item No. 2: Revised operable window detail per CCR7 (Cost above original bid). A. Reason for Change: Changes for the window in the administration building was required by the former Community Services Director to meet the operational needs of facility. Cast stone and dedication revisions were required by the former Community Services Director to conform with the existing appearance of other structures at Bicentennial Park. Pullbox locations were added to the project per the request of FordAV, following a coordinational meeting with FordAV and NRC on 8/14. The secondary egress gate was required pursuant to meeting with Building Inspections and the Fire Marshal on 7/31. B. Description of Change: The addition of Emergency Egress Gate to the east end of the complex. The revision of grading at the Emergency Egress Gate on the east end of the complex. New detail for the Emergency Egress Gate at the east end of the complex. The revision to Window Type C and its layout on the floor plan. The revisions to the elevations involving Window Type C, the Cast Stone, and the Dedication Plaque. The revisions to details 1/A-502 & 10/A-502. The provision of power and exit sign for the Emergency Egress Gate at the east end of the complex. The provision of 8 pull box locations adjacent to light poles where specified by Ford AV drawings for their equipment cabling. C. Change in Contract Cost: Add $ 23,631.35 D. Change in Completion Date: Add 12 Calendar Days SIGNATURE PAGE TO FOLLOW: CITY OF SOUTHLAKE Project No. 2022-59 The original Contract Price was $3,663,583.57. Contract Change Order No. 1 decreased the Contract Price by ($2,838.32). Contract Change Order No. 2 increased the contract price by $24,324.80. Contract Change Order No. 3 increased the contract price by $47,526.05. Contract Change Order No. 4 increased the contract price by $8,745.75. Contract Change Order No. 5 increased the contract price by $13,579.57. Contract Change Order No. 6 increased the contract price by $4,519.50. Contract Change Order No. 7 increased the contract price by $32,646.20. The new Contract Price will be $3,792,087.12, resulting in an increase of approximately 3.51% to the original Contract. The original Contract Time of 180 consecutive calendar days was extended by 3 calendar days per Contract Change Order No. 2, 10 calendar days per Contract Change Order No. 3, 8 calendar days per Contract Change Order No 4, 12 calendar days per Contract Change Order No 5, 0 days per Contract Change Order No. 6, and 15 days per Contract Change Order No. 7. The last contract Working Day is November 30, 2023. Ordered: _____________________________________ Project Manager Date: Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called “Impacts”), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Garrett Harden, Project Engineer With exception to material delivery dates affected by the multiple plan revision, I.e operable windows (10-12 week lead time). 10/16/2023 October 16, 2023 CHANGE ORDER PROPOSAL FORM CITY OF SOUTHLAKE Project No. 2022-59 SPECIAL FORCES/SERVICES COST REPORT Date 9/7/2023 CCO Proposal No. 07 Contractor North Rock Construction PO# #22300682 Location Southlake Pickleball Complex INVOICE NO. DESCRIPTION AMOUNT 1. Provision and installation of conduits and conductors to repair unmarked damaged conduit. $ 7,839.00 $ Subtotal $ 7,839.00 2. $ $ Subtotal $ 3. $ $ Subtotal $ SUBTOTAL SPECIAL FORCES/SERVICES COST $ 7,839.00 NOTE: An itemized list of materials, manufacturers, serial numbers, invoices, and other pertinent date shall be submitted along with the special forces/services cost report. Overhead/profit 15% ................................................................................................ $ 1,175.85 Total Special Forces/Services/Overhead/Profit .................................................. $ 9,014.85 ________________________ __________________ _________________________ AUTHORIZED SIGNATURE PO # ESTIMATOR, BILLY BROWN FOR ACCEPTANCE PLEASE SIGN AND RETURN ONE COPY. PAYMENTS TO BE COD OR NET 10TH PROXY MONTH WITH APPROVED CREDIT.70% ROUGH AND 30% ON COMPLETION WHEN APPLICABLE. UNLESS SPECIFICALLY NOTED TO THE CONTRARY HEREIN, COVERAGE OF THESE ITEM ARE SPECIFICALLY EXCLUDED: Tax, permit fee, rock digging or excavation; erosion control; casing of piers, repair of unmarked underground utilities, conformance with The International Electrical Energy Conversation Code (IEECC); excavations of any nature in excess of four feed deep; COMPACTION to a specified density; utility communication co. charges; wage rates; requirements of any “Building Standards”; Specifications by Owner, Architect or Engineer; work show on any drawings, addenda or specification that could be concurred to be within our trade or responsibility other than those listed within our Scope of Work; temporary power or lighting; temporary power usage or deposit; installation of overhead power lines for temporary; bond fees; scheduled overtime; insurance in excess that listed or Builder’s Risk; fire or smoke stoppage for devices, light fixtures, raceways or conductors. Regulated by the Texas Department of Licensing and Regulations, PO Box 12157, Austin, TX 78711, 800-803-9202, 512-463-6599: website: www.license.state.tx.us/complaints. General Contractor to provide, toilet, water, electrical power, on site trash and debris disposal location. Price is void after 30 days. 9/7/2023 Garrett Harden North Rock Construction REFERENCE: Bicentennial Park RCO #2234-RCO5 THE FOLLOWING IS NOT PART OF OUT SCOPE OF WORK. PLEASE REVIEW DESCRIBED CHANGES IN OUR SCOPE OF WORK, ACKNOWLEDGE YOUR ACCEPTANCE BY YOUR SIGNATURE AND RETURN THE ORIGINAL. RETAIN A COPY FOR YOUR RECORDS. SCOPE OF WORK: ITEM 1. Provide and install 2” PVC conduit to repair the unmarked damaged conduit. Provide and install 4-1/0 conductors from the power company transformer to the existing service. Price: $7,839.00 GROVES ELECTRICAL SERVICE, INC. 2410 SQUIRE PLACE, FARMERS BRANCH, TEXAS 75234, 972-242-7439 FAX 972-446-2143 ELECTRICAL and MECHANICAL, CONTRACTING and SERVICE groveselectrical@verizon.net TECL17392 “SINCE 1968” Billy Brown 3912 E Mckinney St Denton, TX 76205 Phone: 940-220-5500 Project PO# Attention Contract Date OH&P NR Project # Start Date Compl Date Today's Date Proposed Change Order Line Item Quantity Unit Unit Price 1 1 LS 1,781.00$ 2 1 LS 6,418.00$ 3 1 LS 1,850.00$ 4 5 DY 1,750.00$ 5 1 LS 1,750.00$ 6 -$ 3 1 LS 15% Total Add: 23,631.35$ Deductions 1 1 EA 2 1 LS LS Total Deduct: -$ Total:23,631.35$ Date: North Rock Construction Garrett Harden (Project Engineer) Accepted By: $ - Monday, September 25, 2023 $ - $ - $ - Subtotal 20,549.00$ Overhead / Bond / Profit 3,082.35$ Cost of additional AV handholes included in previous change order. -$ Add power to egress gate on east side of project per CCR 7 6,418.00$ Revised operable window detail per CCR7 (Cost above original bid) 1,781.00$ 1,750.00$ 1,850.00$ Cut and patch wall at egress gate location to meet revised grading plan per CCR 7 8,750.00$ Add egress gate and signage per CCR 7 Saturday work for North Rock Construction (5 man crew) 09/25/2023 Revised Contract Days 227 Description OCO #8 Total Price 04/17/2023 Previous Added Days 33 11/30/2023 Current CO Days Added 14 Southlake Pickleball Complex #22300682 PCO #8 Original Contract Amount $ 3,663,583.57 Mamerto Estepa Previous Change Orders $95,857.35 22N-097 Original Contract Day 180 03/21/2023 Current Change Order $23,631.35 15%Revised Contract Amount 3,783,072.27$ \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 007\8125.21-CCR_Change_Request.docx CONSTRUCTION CHANGE REQUEST #007 PROJECT: Southlake Bicentennial Pickleball Complex DATE: August 29, 2023 Owner Southlake, TX CONTRACT DATE: 03/21/2023 Architect ARCHITECT’S PROJECT NUMBER: 8125.21 Contractor TO CONTRACTOR: North Rock Construction OWNER’S PROJECT NUMBER: Other 3912 E. McKinney St. Denton, TX 76208 ` 08/29/2023 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN UNTIL APPROVED BY THE OWNER. Description: (Written description of the work) LC100 Construction Layout - Addition of Emergency Egress Gate to east end of complex. LG100 Grading Plan - Revised grading at Emergency Egress Gate on east end of complex. LD506 Site Details - New detail for Emergency Egress Gate at east end of complex. A-111 Floor Plan-First Floor - Revision to Window Type C and its layout on the floor plan. A-201 Elevations - Revisions to the elevations involving Window Type C, Cast Stone and Dedication Plaque. A-502 Details - Revisions to details 1/A-502 & 10/A-502. E-100 Electrical Site Plan - Provision of power and exit sign for Emergency Egress Gate at east end of complex. Submitted By: James Williams Attachments: LC100, LG100, LD506, A-111, A-201, A-502, E-100 CONTRACTOR’S RESPONSE: Additional days requested for this CCR: 0 Add to / Credit Contract Sum $ Credit / Deduct Contingency Owner CMAR $ Credit / Deduct Allowance $ (Name of Allowance) TOTAL CCR $ Attachment: Breakdown CONSTRUCTION CHANGE REQUEST APPROVAL When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s) described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be executed and distributed. Approved Additional Time By: Date: (Signature) 23,631.35 x 23,631.35 LPLPLPLPL P L P LPLPLPLPLPLPLPWVICVICVICV ICV ICV ICV WVWVWVWVFHFHFREEDOM LANEFREEDOM LANEUNITY WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWW W WW WW WW WW WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW19 221919192519191919232609323334404243434343434343434445070843111823321717201921213027023017172121222043204343293434342828311228283434122435303019323705051502050505130114090920202020211039233638382027074121161616160304030438030404020204033120202020464738484830304950CONSTRUCTION NOTESEXAMINATION OF SITE WORKBEFORE SUBMITTING A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THESITE OF WORK. EACH BIDDER SHALL INFORM HIMSELF/HERSELF PRIOR TOBIDDING AS TO THE EXISTING CONDITIONS AND LIMITATIONS UNDER WHICHTHE WORK IS TO BE PERFORMED, AND SHALL INCLUDE IN HIS/HER BID A SUMTO COVER ALL COSTS OF ALL ITEMS NECESSARY TO PERFORM THE WORK ASSET FORTH IN THE CONTRACT DOCUMENTS. NO ALLOWANCE WILL BE MADE TOANY BIDDER BECAUSE OF LACK OF SUCH EXAMINATION OR KNOWLEDGE. THESUBMISSION OF A BID SHALL BE CONSTRUED AS CONCLUSIVE EVIDENCE THATTHE BIDDER IS SUFFICIENTLY FAMILIAR WITH ALL RELEVANT CONDITIONS.CONCRETE FORMWORK AND REINFORCEMENTTHE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUMOF 48 HOURS PRIOR TO THE PLANNED PLACEMENT OF CONCRETE. THEOWNER'S REPRESENTATIVE MUST HAVE OBSERVED AND APPROVED THEFORMWORK AND REINFORCEMENT PRIOR TO ANY PLACEMENT OF CONCRETECONCRETE FINISH AND SAW JOINTSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE SAMPLEPANELS OF PAVEMENT 4' X 4' IN SIZE FOR EACH FINISH OF CONCRETEPAVEMENT. THE SURFACE FINISHES SHALL BE AS APPROVED BY THE OWNER'SREPRESENTATIVE. ANY CONCRETE PLACED WITH AN IMPROPER FINISH SHALLBE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SAWJOINTS SHALL BE SAWN WITHIN 24 HOURS OF CONCRETE PLACEMENT. ANYCONCRETE SAWN LATER THAN THIS WHICH, IN THE OPINION OF THE OWNER'SREPRESENTATIVE, HAS EXCESSIVE SHRINKAGE CRACKS DUE TO NOT HAVINGBEEN SAWN SOON ENOUGH, SHALL BE REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.ALIGNMENT AND TANGENCY OF PAVEMENTSTHE EDGES OF ALL FINISHED PAVING SHALL BE STRAIGHT OR SMOOTHCURVES (AS DELINEATED ON THE PLANS) WITH NO INTERRUPTIONS SUCH ASCHORDS, WAVES, JOGS, OR MISSED TANGENTS. PAVEMENT WITH SUCHINTERRUPTION SHALL BE REMOVED.CITY STANDARDSALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITYSTANDARD SPECIFICATIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION.DIMENSIONSDIMENSIONS ARE TO BACKS OF CURBS, TO CENTERLINES OF FENCES, OR TOEDGES OF PAVEMENTS, UNLESS OTHERWISE INDICATED. WRITTEN ANDNUMBERED DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS.ADJUSTMENTSIF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT INTHE LAYOUT OR GRADE OF PROPOSED IMPROVEMENTS, SUCH ANADJUSTMENT SHALL BE PROPOSED TO THE OWNER'S REPRESENTATIVE. NOADJUSTMENT WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY THEOWNER'S REPRESENTATIVE.AS INDICATED BY:00KEY NOTES1.6" CONC. PAVING ON COMPACTED SUBGRADE PER DET. D2/LD5002.5" CONC. PAVING ON COMPACTED SUBGRADE PER DET. A3/LD5003.5" BOMANITE ALLOY EXPOSED AGGREGATE CONC. PAVING TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.4.5" BOMANITE COLORED CONC. PAVING WITH ROCK SALT FINISH TO BEPROVIDED / INSTALLED BY TEXAS BOMANITE, 972-484-8465, OR APPROVEDEQUAL. COLOR TO BE SELECTED FROM FULL RANGE.5.STRUCTURAL CONC. PAVING SLAB RE: STRUCT. SHEETS6.PAVING AT BUILDING SLAB PER DET. D1/LD5007.CONNECTION TO EX. CONC. PER DET. B1/LD500.8.CONC. CURB AND GUTTER PER DET. D1/LD5009.CURB & SIDEWALK CONNECTION PER DET. B2/LD50010.CONC. MOWSTRIP PER DET. C2/LD50011.DECOMPOSED GRANITE PAVING PER DET. C3/LD50012.FOREVERLAWN FUSION PRO SYNTHETIC TURF SYSTEM, OR APPROVEDEQUAL PER DET. B3/LD50013.CONC. WHEELSTOP PER DET. A3/LD50114.ACCESSIBLE PARKING PER DET. C1/LD501.15.ACCESSIBLE CURB RAMP PER DET. A1/LD501.16.RETAINING WALL PER DET. A1/LD503.17.PICKLEBALL COURT LAYOUT PER DET. A1/LD50218.CHAMPIONSHIP PICKLEBALL COURT LAYOUT PER DET. C1/LD502.19.10 FT TALL CHAIN LINK FENCE w/ WINDSCREEN PER DET. B4/LD503.20.4 FT TALL CHAIN LINK FENCE PER DET. B2/LD502.21.4 FT WIDE CHAIN LINK GATE PER DET. C4/LD502.22.8 FT WIDE DOUBLE SWING CHAIN LINK GATE PER DET. C4/LD503.23.8 FT TALL ORNAMENTAL FENCE PER DET. C4/LD504.24.ORNAMENTAL COMPLEX ENTRY GATE PER DET. B1/LD504.25.BLEACHER SEATING PER DET. D1/LD505.26.BLEACHER SHADE STRUCTURE PER LD507, OR APPROVED EQUAL.27.COFFEE TABLE & CHAIRS AS SPEC'D.28.8 FT LONG HARVEST TABLE & STOOLS AS SPEC'D.29.6 FT LONG BACKED BENCH AS SPEC'D.30.6FT LONG BACKLESS BENCH AS SPEC'D.31.COFFEE TABLE, BENCHES & CHAIRS AS SPEC'D.32.TRASH RECEPTACLE AS SPEC'D.33.BIKE RACK AS SPEC'D.34.TREE WELL & GRATE PER DET. A3/LD50435.ENTRY MONUMENT SIGN PER DET. A1/LD504.36.COURTSIDE SHADE STRUCTURE PER LD508, OR APPROVED EQUAL.37.PAVILION/RESTROOM BUILDING RE: ARCH SHEETS38.PLANTER AREA DRAIN INLET PER DET. A4/LG500.39.TRENCH DRAIN PER DET. B4/LG500.40.WATER METER RE: CIVIL SHEETS41.CLEANOUT RE: CIVIL SHEETS42.STORM DRAIN JUNCTION BOX RE: CIVIL SHEETS43.LIGHT FIXTURE RE: ELEC SHEETS44.ELECTRICAL TRANSFORMER RE: ELEC SHEETS45.ELECTRICAL POWER PANEL RE: ELEC SHEETS46.HEAT PUMP RE: MECH SHEETS47.EMERGENCY EXIT BUTTON PEDESTAL. PEDESTAL TO BE A 36"GOOSENECK (MODEL #PS036B) WITH CARD READER HOUSING (MODEL#PCH049) AND AN ALTRONIX TIMER (MODEL #6062). RE: ELEC SHEETS48.2" BOMANITE COLORED CONC. TOPPING MIX WITH ROCK SALT FINISH ATSTRUCTURAL SLAB TO BE PROVIDED / INSTALLED BY TEXAS BOMANITE,972-484-8465, OR APPROVED EQUAL. COLOR TO MATCH KEYNOTE #4.49.MURDOCK ADA COMPLIANT, BI-LEVEL DRINKING FOUNTAIN (MODEL#M-C76B WITH UNDERGROUND FREEZE-RESISTANT VALVE FOR TWOBOWLS (MODEL #FRU2) AS MANUFACTURED BY MURDOCK MFG.,800-453-7465, OR APPROVED EQUAL.50.4FT WIDE CHAIN LINK GATE WITH PANIC HARDWARE PER DET. A3/LD506EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.DOWELED ISOLATION JOINT PER DET. A2/LD500SAWN CONTROL JOINT PER DET. A3/LD500 DIJPAVING & JOINTING LAYOUT LEGEND5" CONCRETE PAVING ONCOMPACTED SUBGRADESTRUCTURAL CONCRETE PAVING(REF. STRUCTURAL SHEETS)HEAVY SANDBLAST CONCRETE FINISHFOREVERLAWN FUSION PRO SYNTHETIC TURFSYSTEM, OR APPROVED EQUALMEDIUM BROOM & TROWELED EDGECONCRETE FINISH6" CONCRETE PAVING ONCOMPACTED SUBGRADENOTE:ALL PAVING ABUTTING THE STRUCTURAL SLAB OFTHE BUILDING SHALL HAVE A THICKENED EDGE.MEDIUM BROOM & TROWELED EDGECONCRETE FINISH AT STRUCTURAL SLABNORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LC100 CONSTRUCTION LAYOUT.DWG, 5/12/2023 10:22:49 AM, jrwilliams Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE RE D LANDSCAPE ARCHITECTSTATE OF TEXA S23 J AM E S WILLIAMS2708/28/2023ConstructionLayoutLC100101/11/2023Addendum 03205/04/2023SI 002305/12/2023CCR 002408/28/2023CCR 0071123344 LPLPLPLPL P L P LPLPLPLPLPLPLPWVICVICVICV ICV ICV ICV WVWVWVWVFHFHFREEDOM LANEFREEDOM LANEUNITY WAY3' Grate InletFL = 637.84DumpsterEnclosureWWWWWWWWWWWWWWWWWWWWW W W WWWWWWWW641 6 4 1 6426426426426 4 2642643 643643643643643643643643643643 64464464464464464564 5 645645 646646 646 646646 64764764 7 6 4 8 648CP1CP2Bore Hole B-1Elev = 644.99Bore Hole B-2Elev = 643.78FH644.99WV644.88BC 644.69Gut 644.24BC 644.29Gut 643.84BC 644.46Gut 643.99BC 643.82Gut 643.37EOC 644.60EOC644.54EOC644.80EOC 644.77EOC 644.692" Tree 644.774" PVC w/ Cap 644.98BC 643.44Gut 642.952" Tree 644.342" Tree643.73LP 643.90BC 644.80Gut 644.35BC 644.56Gut 644.05BC 644.48Gut 643.96BC 644.50Gut 643.97DumpsterWall 644.15DumpsterWall 644.48Dumpster Wall/ BC 644.17Gut 643.68DumpsterWall 643.523" Tree646.793' Shrub644.563" Tree643.946" Tree643.383" Tree643.07BC 644.01Gut 643.49BC 643.94Gut 643.43BC 644.06Gut 643.52LP 643.544" Tree643.754" Tree643.72BC 643.73Gut 643.27BC 643.75Gut 643.22BC 643.73Gut 643.25BC 643.70Gut 643.21TP643.07EOC 644.11Pet WasteSta 644.46EOC 643.75BC 644.32Gut 643.86BC 645.08Gut 644.602" Tree 644.772" Tree645.22LP 645.19BC 645.41Gut 644.92BC 645.68Gut 645.192" Tree645.874" PVC w/ Cap 644.684" PVC w/ Cap 645.494" PVC w/ Cap 646.054" PVC w/ Cap 646.98BC 645.98Gut 645.502" Tree645.912" Tree646.42BC 646.35Gut 645.86BC 646.67Gut 646.172" Tree646.52LP 646.72BC 646.90Gut 646.42Stop Sign 646.90Stop Sign 647.45BC 647.51Gut 647.01BC 647.56Gut 647.08EOC 644.78LP 645.90Stop Sign646.68BC 645.90Gut 645.46BC 646.11Gut 645.59BC 646.90Gut 646.42BC 646.23Gut 645.65BC 646.98Gut 646.50BC 647.00Gut 646.48Ramp646.48NG644.38NG643.80NG644.09NG644.10NG645.48NG643.502" Tree646.42Crepe M646.552" Tree648.60Top649.13Toe646.18Toe646.51Toe646.643" Tree646.91Top648.27EOC645.30EOC644.99EOC645.33EOC645.66EOC645.63EOC645.92EOC646.43EOC646.30EOC646.32ICV 644.26ICV 644.32ICV 644.28ICV 644.30ICV646.77ICV RW647.88TP643.40TP643.57EOC646.58EOC646.61EOC 646 .90EOC647.01EOC 646 .883" Tree646.41BC 647.05Gut 646.52BC 646.63Gut 646.22BC 646.66Gut 646.23BC 646.94Gut 646.52TP645.56TP645.25BC 646.23Gut 645.81BC 646.24Gut 645.81BC 646.59Gut 646.08EOC 646.59EOC 646.50EOC 646.60EOC 646.66EOC 646.44EOC 646.50EOC 646.49EOC 646.53EOC 646.61EOC 646.55NG645.77WV 646.17EOC 646.40EOC 646.27EOC 646.03EOC 645.89EOC 646.08EOC 645.94Ramp 645.77NG642.59NG642.30Backstop642.29Backstop642.61Backstop642.58Backstop642.49NG643.42Top645.21Top645.45NG644.69NG643.40NG643.81Top645.364" Tree643.113" Tree643.66Control Point 160d NailElev = 643.09Control Point 260d NailElev = 643.11TP642.77TP642.77TP642.96TP643.02BC 643.77Gut 643.27BC 643.43Gut 643.01BC 643.47Gut 642.99BC 643.45Gut 642.93BC 643.35Gut 642.90BC 643.47Gut 642.98BC 643.46Gut 642.98BC 643.64Gut 643.20BC 643.98Gut 643.56BC 643.94Gut 643.47BC 643.53Gut 643.13BC 643.17Gut 642.805" Tree642.70LP 642.09BC 642.89Gut 642.49BC 642.75Gut 642.27BC 642.17Gut 641.68BC 642.18Gut 641.71BC 642.16Gut 641.74EOC / Gut641.70BC 642.20EOC 641.69EOC641.50EOC / Gut641.38EOC641.433" Tree641.92LP 642.03Grate Inlet640.96Grate Inlet640.85Grate Inlet640.96Grate Inlet640.84ICV 642.22ICV 642.08ICV 642.08ICV 642.04NG642.88NG643.06Backstop in18" Concrete643.28Backstop in18" Concrete642.61Backstop in18" Concrete642.75Backstop in18" Concrete642.94BC 642.64Gut 642.31EOC642.63BC 642.40Gut 642.013" Tree642.26Found X-Cut642.32BC 642.27Gut 641.74BC 642.02Gut 641.49BC 641.99Gut 641.49BC 641.87Gut 641.41Inlet / BC 643.22Gut 642.55Inlet / BC 643.19Gut 642.46Curb Inlet643.27Curb Inlet643.20BC 643.25Gut 642.78BC 643.69Gut 643.23BC 643.35Gut 642.87BC 643.59Gut 643.11BC 643.25Gut 643.73Do Not Enter/ Stop Sign643.57Do Not Enter/ Stop Sign642.10BC 642.09Gut 641.55BC 642.07Gut 641.57BC 642.09Gut 641.57BC 643.58Gut 643.07BC 643.50Gut 643.07BC 643.05Gut 642.61BC 643.14Gut 642.66BC 642.87Gut 642.43BC 643.97Gut 643.51TP643.04TP643.29BC 643.97Gut 643.47BC 644.95Gut 644.51BC 644.61Gut 644.13BC 644.61Gut 644.11BC 644.87Gut 644.39BC 645.01Gut 644.593" Tree644.89LP 645.85BC 645.37Gut 644.99BC 646.08Gut 645.65TP644.636" Tree643.223", 3", 3", 4"Multi-Tree643.024" Tree642.776", 6", 8"Multi-Tree643.078" Tree642.426", 8"Twin Tree642.38NG641.51NG641.88NG 642.77NG 643.09NG643.13CP3Control Point 3'X' Cut in CurbElev = 642.03TP 43.75MEGTP 43.46TP 43.17TP 43.23MEGTC 43.50BC 43.00TP 44.25TP 44.27TW 45.65TG 44.25TW 46.65TG 45.90TP 44.80TP 44.80TP 44.04TP 44.04TP 43.48TG 43.00TW 43.50BW 41.80TP 43.48TP 44.18TP 44.19TP 44.11TP 44.19TP 44.11MEGTC 43.45BC 42.95TC 43.20BC 42.70TP 44.50TP 44.27TP 44.27TP 44.04TP 44.04TW 47.65TG 45.50TW 46.65TG 45.00TW 45.65TG 45.00TW 46.65TG 45.50643642 64164 6 643 643644644643TW 45.32TG 44.86TG 44.50TW 45.32TG 45.07TP 44.50TP 44.15TP 44.32TW 45.40TG 44.35TP 43.84TP 43.84TP 43.75TI 43.72TG 43.15TI 42.90TP 43.80TP 43.70HPTP 44.10TP 43.58MEGTP 43.98TP 43.84MEGTC/TR 43.95BC 43.55MEGTC/TR 43.88BC 43.48TC/TR 44.00TC/TR 44.07TC 44.04BR/TP 43.54TG 43.98TI 43.23TP 44.00TP 43.90TP 43.80TP 43.77TP 43.88TP 43.90TP 44.00MEGMEGFFE 44.00TP 43.88TP 44.00TP 43.54TP 43.48TS 43.90TP 43.85TP 43.50TP 43.55TP 43.50TP 44.06TP 43.82TI 43.31TP 44.15TP 44.19TP 44.28TP 44.27TW 45.82TG 45.57TW 46.15TG 45.55TP 44.58TP 44.80TW 46.15TG 45.90TW 47.65TG 47.30TI 43.72TP 43.80TP 43.90TP 44.15TP 44.17644644 644TP 44.19TP 44.11TG 43.65TI 43.72TP 44.50TP 43.77645TP 43.91TP 44.04TP 44.00TP 43.79TP 43.79TP 43.90TP 43.82TP 43.93TP 43.71TS 45.35TS 44.85BS 44.35TS 45.10TS 44.60BS 44.10TW 45.15TP 44.10TP 44.20TG 44.86TW 45.82TG 45.05TP 44.18TP 44.18TI 43.65HPTG 44.06TI 43.65TP 44.30TP 44.04TG 43.74TP 43.84TG 43.94TG 43.43TP 43.90TP 43.93TP 44.00TG 43.67TP 43.90TP 43.85TP 43.37TP 43.28TP 43.85TP 44.11TP 43.93TP 43.93TP 43.92TW 46.15TG 45.57TG 46.59TW 47.15TG 46.25TW 46.65TG 46.25TW 47.65TG 46.93TW 47.15TG 46.93TP 43.76TP 43.62TP 44.90TP 44.60TP 44.40TG 47.506446456476476 4 6 645644TP 43.88TP 43.96MEGTP 43.96TP 43.96TP 43.50TP 43.44TP 43.96TP 44.50TW 44.65TG 44.32TW 44.65/TG 44.00TP 44.26TG 44.04EXISTING UTILITIESCONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD ANDUNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTORSHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIESIN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLEFOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALLUTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTORSHALL CALL TEXAS 811, 1-800-344-8377.NORTH040'20'CONTROL POINT #3'X' Cut in CurbCONTROL POINT #160d NailN - 7028590.004E - 2380909.228ELEV. - 643.09N - 7028616.881E - 2381263.497ELEV. - 642.03CONTROL POINT #260d NailN - 7028622.215E - 2381091.805ELEV. - 643.11898900898NOTES·ALL SPOT GRADES ARE TOP OF PAVING GRADES UNLESS OTHERWISE NOTED.·CROSS SLOPES OF SIDEWALKS ARE NOT TO EXCEED 2.0%.·LONGITUDINAL SLOPES OF SIDEWALKS ARE NOT TO EXCEED 5.0%.·TURFGRASS SLOPES ARE NOT TO EXCEED 25%.·SLOPES ON ACCESSIBLE ROUTE SHALL NOT EXCEED 4.5% LONGITUDINALSLOPE AND 1.5% CROSS SLOPE.THE EARTHWORK FOR THIS PROJECT IS A NECESSARY ANDINCIDENTAL PART OF THE WORK. IN THE CASE THAT THEEARTHWORK DOES NOT BALANCE, THE CONTRACTOR ISRESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH HAULOFF OR IMPORT. THE TOTAL COST SHALL BE INCLUDED IN THE BIDPROPOSAL AS A LUMP SUM. PAYMENT WILL NOT BE MADE ON A UNITPRICE BASIS OR BY ANY OTHER SEPARATE MEASURED PAYMENTMETHOD.1.BASE BID SHALL INCLUDE ALL EARTHWORK NECESSARY TOESTABLISH THE FINISHED GRADES AS SHOWN ON THIS PLAN. NOSEPARATE PAYMENT WILL BE MADE.2.REFER TO SPECIFICATIONS FOR DISPOSAL OF EXCESSMATERIAL.3.CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD AMINIMUM OF 6" OF TOPSOIL IN ALL DISTURBED AREAS. IN AREASOF CUT, THE GRADE SHALL BE EXCAVATED TO 6" BELOW FINISHGRADE, THEN TOPSOIL SHALL BE RE-SPREAD ABOVE THE SUBGRADE ELEVATION.4.ALL EARTHWORK SHALL CONFORM TO THE GEOTECHNICALREPORT.5.THE TOPOGRAPHIC SURVEY FOR THIS PROJECT SHALL BE DONEBY AN INDEPENDENT REGISTERED, LICENSED SURVEYORAPPROVED BY THE OWNER. THE SURVEYS SHALL BE SIGNEDAND SEALED BY THE APPROVED SURVEYOR.6.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ANDGRADES, NEW OR EXISTING PRIOR TO CONSTRUCTION, NOTIFYTHE ENGINEER OF ANY DISCREPANCIES WITH EXISTING OR NEWCONDITIONS. THE CONTRACTOR SHALL EMPLOY A LICENSEDPUBLIC SURVEYOR TO SET ALL GRADES, SPOT ELEVATIONS,FLOW LINES, ETC.EXISTING 1' CONTOUREXISTING 5' CONTOURPROPOSED 1' CONTOURPROPOSED 5' CONTOURPROPOSED SPOT GRADETOP OF PAVEMENTTOP OF GRADETOP OF CURBBOTTOM OF RAMPTOP OF RAMPBOTTOM OF WALLTOP OF WALLMATCH EXISTING GRADEDIRECTION OF FLOWTOP OF INLET/DRAINSLOT DRAINLOW POINTHIGH POINTTPTGTCBRTRBWTWMEGTISDLPHP900GRADING NOTESGRADING LEGEND898.50Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LG100 GRADING PLAN.DWG, 5/4/2023 6:04:45 PM, jrwilliams Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidREGISTE RE D LANDSCAPE ARCHITECTSTATE OF TEXA S23 J AM E S WILLIAMS2708/28/2023GradingPlanLG100105/04/2023SI 002208/28/2023CCR 00712 A14 FT CHAIN LINK FENCE TRANSITION1/2" = 1'-0"6'_ORNA_FENC_01.dwgNOTE:1.ALL FABRIC, POST, RAILS AND GATEFITTINGS SHALL BE GALV. STEEL.2.NO WELDING ON THE GATE STRUCTURE7'-4"7'-4"7'-4"4'-0"26'-0"1 34" 9 GAUGE WIRE MESH ONINSIDE OF COURTS1 58" O.D. SCH. 40 GAL.PIPE RAIL (TYP)KNUCKLED SELVAGEON TOPEND CORNER & PULL POST 4"O.D. SCH 40 GALV PIPE34" MAXLINE POST - 4" O.D. SCH. 40GALV. PIPEParkhill.comPROJECT NO.CLIENT#DATEDESCRIPTIONKEY PLANA:\2021\8125.21\03_DSGN\01_DWG\060_LAND\03_SHEETS\LD506 SITE DETAILS.DWG, 12/7/2022 5:55:51 PM, jrwilliams Southlake Pickleball Complex at Bicentennial ParkCity of Southlake450 W Southlake Blvd, Southlake, TX 760928125.21-12/12/2022Issue for BidSOUTHLAKE BOULEVARDREGISTE RE D LANDSCAPE ARCHITECTSTATE OF TEX A S23 J AM E S WILLIAMS2708/28/2023Site DetailsLD5065'-6"R75'-0"4FT CHAIN LINK FENCEPER DET. B2/LD5024FT CHAIN LINK GATEPER DET. A2/LD5023-ROW BLEACHER ASMANUFACTURED BYSTURDISTEEL CO., SCHULTZINDUSTRIES INC. OR APPROVEDEQUAL. CONTACT TODDGLAESMANN (800) 433-3116ACCESSIBLE SEATING (TYP.)CUSTOM MARANA SHADESTRUCTURE BY CLASSICRECREATION SYSTEMS,OR APPROVED EQUAL,PER SHEET LD506A3/LD505B3 & A5/LD505A1/LD505L_BLEACHER_ENLG1"=5'DEDUCT ALTERNATE NO. 01 BLEACHER SEATING ENLARGEMENTB1A3GATE - MEANS OF EGRESS FROM BUILDING3/8"=1'-0"FN_CH_GATE_PB_KIK_PLT32'' MIN - 48'' MAX34'' - 48'' VARIES BASIS OF DESIGN:LOCINOX SAMSON-2 HYDRAULICGATE CLOSER4'' x 24'' LATCH GUARDBASIS OF DESIGN: DETEX EXITDOOR / PANIC BAR HARDWARE KITWITH ALARM, COLOR: BLACK, ALLLOCKS / HARDWARE SHALL MATCHBUIILDING1/4'' KICK PLATE ATTACH WITH(3) STAINLESS STEEL TAMPERPROOF ANCHORS EACH SIDEOF GATEFRAME AT TOP OF PLATETO MATCH GATE FRAMEDOOR HARDWARE TO BE LOCATED34'' - 48'' ABOVE FINISHED GRADE10'' AFF NOTE:ADJACENT FENCINGVARIES, SEE PLANSBASIS OF DESIGN:BADASS SHUT IT GATEHEAVY DUTY BARREL HINGE4" SCH 40 OR 4" HSS TUBE108/28/2023CCR 0071 2 / A-2014 / A-2013 / A-2011A-301________1A-301________2A-301________2A-301________3A-301________3A-301________4A-301________4A-301________STAINED AND SEALED CONCRETE, ROUGH TROWL FINISHTVICE MACHINE / DISPENSER324MENS104PLUMBINGCHASE103WOMENS1026 / A-20111 / A-2015 / A-2019 / A-2018 / A-2017 / A-20110 / A-20112 / A-20167OFFICE101198CONCRETE COUNTER3' - 0"3' - 0"4' - 9"34556872' - 8"6' - 8"4' - 4"5' - 4"6' - 0"4' - 4"4' - 0"S2S3S3SDL1S2U2U1SDL1AA6" CMU AT COLUMNS, TYP.BURNISHED BLOCK WITH SEALER, TYPICAL U.N.O.CONTINUOUS TRENCH DRAIN, REF. PLUMBING5 LBS. ABC MULTIPURPOSE, PORTABLE FIRE EXTINGUISHER, WALL MOUNTEDSTAINLESS STEEL, WALL MOUNT, 12 OZ. CUP DISPENSER12CONCRETE COUNTERSTAINLESS STEEL COUNTER, PROVIDE GROMMET FOR DATA LOCATIONS, REF: ELEC.FULL HEIGHT MIRRORFULL HEIGHT MIRROR123ABC3' - 2"18' - 8"3' - 2"21' - 4"3' - 2"3' - 1"22' - 8"3' - 1"18' - 11 1/2"22' - 0"21' - 5"3' - 1"12' - 7"10' - 1 1/2"22' - 0"49' - 6"STAINED AND SEALED CONCRETE, ROUGH TROWL FINISH7"7"7"7"9"9"3' - 1"3' - 1"3' - 1"4' - 0"6' - 8"6' - 8 1/8"1' - 6"1' - 6"EXIT BUTTON FOR MAG LOCKEXIT BUTTON FOR MAG LOCKELECTRONIC CARD READER1 / A-201ACFINISH FLOOR7' - 0"4"7' - 4"3' - 4"3' - 0"HMHMDHM1' - 0"6' - 0"4"7' - 4"2' - 10"OPEN AREA1' - 0"6' - 0"4"7' - 4"3' - 4"3' - 0"OPEN AREA2' - 6"BOND BEAMABOVE DOORBOND BEAMABOVE DOORBHM7' - 4"7' - 0"4"3' - 0"2' - 8"AHM7' - 4"4' - 0"1' - 4"1" INSULATED, SAFETY GLAZING, FROSTED AT RESTROOMS, TYP.TOP OF WINDOW TO ALIGN WITH TOP OF DOORBALUM4' - 0"4' - 0"BURNISHED SOAP BLOCK, TYP.CALUM1" INSULATED SAFETY GLAZING, TYP.TOP OF WINDOW TO ALIGN WITH TOP OF DOOR, TYPTHREE SASH WINDOW SYSTEM10' - 0"4' - 4"3' - 0"7' - 4"BURNISHED SOAP BLOCK, TYP.FRONT SASHOPERABLE WITH LOCKMIDDLE SASHFIXEDBACK SASHOPERABLEWITH LOCKMATERIALS LEGENDF1 - RESINOUS FLOORINGF2 - SEALED CONCRETE, ROUGH TROWL FINISHB1 - RESINOUS BASEB2 - NO BASEW1 - EPOXY PAINTED CMUC1 - PORTLAND CEMENT PLASTER W/ BATT INSULATIONDOOR REMARKS:1. G.C. TO INSTALL CONDUIT FOR CARD READER (LATCH SIDE) AND CONDUIT FOR ELECTRIFIED HINGE (HINGE SIDE). CONDUIT TO BE CONCEALED IN WALL, SURFACE MOUNTED CONDUIT WILL NOT BE ACCEPTED. OWNER'S SECURITY CONTRACTOR TO PULL THE WIRES REQUIRED. G.C. TO COORDINATE WITH ELECTRICAL, SECURITY, ARCHITECT, ETC. BEFORE WALL IS COMPLETED, MEETING WILL BE AVAILABLE UPON REQUEST.2. CYLINDER CORES TO MATCH CITY STANDARDS, CORBIN RUSSWIN, 7 PIN (VERIFY WITH CITY).BASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDF O U LP O LEF O U LP O LEF O U LP O LEC O VER ED P IC N ICT AB LESC O R EB O AR DFP P P PP PP PP PP PP PP PP PP PP PEIEECOSOUTHLAKE BOULEVARDWVIINo. 6No. 5EEE#DATEDESCRIPTIONKEY PLANCLIENTPROJECT NO.Parkhill.com- 12/12/2022 Issue for Bid8/28/2023 3:45:37 PM8125.21R_v22450 W Southlake BlvdSouthlake, TX 76092City of SouthlakeA-111Floor Plan - FirstFloorat Bicentennial ParkSouthlakePickleball Complex08/25/2023GENERAL NOTESA. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR TYPICAL MOUNTING HEIGHTS/LOCATIONS FOR TOILET ROOM ACCESSORIES.B. ALL INTERIOR WALLS ARE 8" EPOXY PAINTED CMU UNO. VERIFY DIMENSIONAL DISCREPANCIES W/ ARCHITECT PRIOR TO CONSTRUCTION.C. REFER TO ACCESSIBILITY STANDARDS SHEETS FOR TYPICAL MOUNTING HEIGHTS/LOCATIONS FOR TOILET ROOM ACCESSORIES. D. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSE. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS, THE CONTRACTOR SHALL NOTIFY ARCHITECT.F. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE.G. VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OR OTHERS, WITH MANUF. OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED.H. THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS / EXISTING DIMENSIONS AND NOTIFY THE ARCHITECT OF AN DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS THAT WOULD NOT ALLOW THE PROJECT TO BE CONSTRUCTED AS SHOWN.I. IF DISCREPANCIES APPEAR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE HIGHER QUALITY, QUANTITY AND PRICE SHALL SUPERCEDE.J. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT AND THE ON-SITE/OFF-SITE CONDITIONS PRIOR TO BIDDING OR COMMENCING WORK.K. DIMENSIONS ARE TO FINISH FACE OF MASONRY UNLESS NOTED OTHERWISE.L. MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.M. COORDINATE SITE UTILITIES AND ALL OTHER TRADES AS REQUIRED. REFER TO CIVIL, LANDSCAPE, STRUCTURAL AND MEP FOR MORE INFORMATIONN. ALL CONDUIT TO BE CONCEALED WITHIN WALLS, PARTITIONS OR STRUCTURE UNLESS NOTED OTHERWISE. NO EXPOSED CONDUIT IS ALLOWED.O. ANY UTILITY SHUTDOWNS AFFECTING ANY OCCUPIED SPACES NEED TO BE COORDINATED AND APPROVED BY OWNER.P. ALL MATERIAL, LABOR, COORDINATION AND SUPERVISION IS BY THE GENERAL CONTRACTOR UNLESS SPECIFICALLY NOTED "BY OWNER" OR "NIC". GENERAL CONTRACTOR SHALL COORDINATE, INSTALL AND /OR CONNECT EQUIPMENT NOTED "OWNER FURNISHED".Q. THE ELECTRICAL CONTRACTOR SHALL CONTACT THE LOCAL ELECTRICAL CODE ENFORCEMENT AUTHORITIES AND THE LOCAL FIRE MARSHALL, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL ALL ELECTRICAL ITEMS NECESSARY FOR PROPER INSTALLATION IN STRICT ACCORDANCE WITH THE GUIDELINES AND INTERPRETATIONS SET FORTH BY THESE GOVERNING LOCAL AUTHORITIES, ABOVE AND BEYOND ALL BASIC ELECTRICAL AND FIRE ALARM REQUIREMENTS SET FORTH IN THE NEC AND NFPA. ALLOWANCE TO BE MADE FOR THE ELECTRICAL CONTRACTORS FAILURE TO COORDINATE ALL SUCH REQUIREMENTS WITH SAID LOCAL AUTHORITIES.R. SITE VERIFY LOCATION OF EXISTING UTILITY SERVICE CONNECTIONS. CONTRACTOR TO PROVIDE ALL MATERIAL / LABOR / COORDINATION REQUIRED TO EXTEND SERVICE.S. ALL WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING CODES AND ORDINANCES, INCLUDING BUT NOT LIMITED TO TEXAS BUILDING CODES WITH CITY AMENDMENTS, TEXAS ACCESSIBILITY CODE, AMERICANS' WITH DISABILITIES ACT (ADA), OSHA REGULATIONS AND ALL AGENCIES HAVING JURISDICTION.T. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL CONDITIONS EFFECTING THEIR WORK.U. ALL WORK OF THE PROJECT SHALL BE PERFORMED CAREFULLY AND SKILLFULLY BY WORKERS ADEPT IN THEIR TRADES.V. CARE SHALL BE TAKEN TO AVOID DISTURBANCE ON ADJACENT FUNCTIONS / BUILDINGS. ALL WORK, DELIVERIES AND OTHER CONSTRUCTION RELATED ACTIVITIES SHALL ADHERE IN STRICT ACCORDANCE TO THE CITY RESTRICTIONS AND CONDITIONS. THE GENERAL CONTRACTOR IS TO HAVE A COPY OF SAID REQUIRENENTS AND CONDITIONS AVAILABLE AT THE JOB SITE AT ALL TIMES FOR REVIEW.W. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE THOROUGH COORDINATION OF ALL TRADES. NO CLAIMS FOR ADDITIONAL WORK WILL BE ACCEPTED FOR WORK RELATED TO SUCH COORDINATION.X. THE GENERAL CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS AND SHALL BE INFORMED OF THE ENTIRE CONTENTS THEREOF PRIOR TO SUBMISSION OF PROPOSAL. ANY ERRORS OR AMBIGUITIES NOTED DURNING SAID EXAMINATION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT, PRIOR TO THE SUBMISSION OF A BID. THE ARCHITECT WILL ISSUE AN ADDENDUM OF INTERPRETATION OF THE CITED ERROR OR AMBIGUITY. NO SUBSEQUENT CLAIM FOR EXTRA WORK WILL BE ALLOWED ON ACCOUNT OF CLAIMED MISUNDERSTANDING OF THE MEANING OR INTENT OF THE CONTRACT DOCUMENTS OF ANY PORTION THEREOF IN THE ITEM OCCASIONING THE CLAIM APPEARED IN, OR WAS INFERABLE FROM SAID CONTRACT DOCUMENTS AS FURNISHED FOR BIDDING.Y. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS. ELEVATIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES IN PLANS AND SPECIFICATIONS BEFORE PROCEEDING.Z. TV'S TO BE PURCHASED BY OWNER AND INSTALLED BY G.C.1/4" = 1'-0"1FIRST FLOOR - ANNOTATED/DIMENSIONED FLOOR PLANDOOR TYPESWINDOW TYPESWINDOW SCHEDULENUMBERTYPEDETAILROLLER SHADEREMARKSSILL JAMBJAMBOHHEAD1 B A-401/04 A-401/05 A-401/05 A-401/06 Y SAFETY2 C A-402/01 A-402/02 A-402/02 A-402/03 N SAFETY3 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY4 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY5 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY6 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY7 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY8 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETY9 A A-401/04 A-401/05 A-401/05 A-401/06 N FROSTED / SAFETYDOOR SCHEDULEDOOR NUMBERDOOR TYPEFRAMETHICKNESSDETAILHARDWARE SETREMARKSTHRESHOLDJAMB 1JAMB 2HEAD1 A HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 2 REMARK #12 A HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 1 MAG LOCK3 A HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 1 MAG LOCK4 B HM 1 3/4" A-401/01 A-401/02 A-401/02 A-401/03 45 C HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATOR6 C HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATOR7 D HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATOR8 D HM 1 3/4" A-401/07 A-401/08 A-401/08 A-401/09 3 OCCUPIED INDICATORROOM FINISH SCHEDULEROOM NUMBERROOM NAMEFLOOR FINISHBASE FINISHWALL FINISHCEILING FINISHCEILING HEIGHTREMARKS101 OFFICE F1 B1 W1 C1 12' - 0"102 WOMENS F1 B1 W1 C1 12' - 0"103 PLUMBING CHASE F2 B2 W1 C1 12' - 0"104 MENS F1 B1 W1 C1 12' - 0"NORTHIMAGE A-111/01 - EXISTING SOUTHLAKE TENNIS CENTER BLDG.NOTE:1. EXTERIOR MATERIAL COLORS TO MATCH EXISTING SOUTHLAKE TENNIS CENTER - 450 W SOUTHLAKE BLVD, SOUTHLAKE, TX. 2. BRICK ON EXISTING SOUTHLAKE TENNIS CENTER IS COOPERSTOWN - MODULAR GRAIN FROM GENERAL SHALE.3. A MOCK-UP OF THE MATERIALS, MATERIAL COLORS, CRAFTSMANSHIP, ETC. TO BE PROVIDED FOR OWNER'S REVIEW AND APPROVAL. 4. MOCK-UP TO INCLUDE ALL MASONRY MATERIALS (BRICK, STONE, CAST STONE, ETC.) COLOR MATCHING MORTAR, GRAFFITI COATING, EPOXY PAINTED CMU WITH BULLNOSE EDGE AND SEALER, A PORTION OF A HOLLOW METAL FRAME (DOOR OR WINDOW). PROVIDE A SAMPLE FOR THE FASCIA / GUTTER COLOR, SOFFIT PANEL, GLAZED CMU SAMPLE (DOES NOT HAVE TO BE ATTACHED TO MOCK-UP) AND AN ASPHALT SHINGLE SAMPLE FOR OWNER'S REVIEW AND APPROVAL. MOCK-UP CAN BE A PORTION OF THE BUILDING THAT WILL BE IN DIRECT SUNLIGHT AT SOME POINT IN THE DAY.1 08/28/2023 CCR-00711 1ST FF EL100' - 0"TOW112' - 0"ASPHALT SHINGLE ROOFGUTTER AND DOWNSPOUTBRICK AND MORTAR, MATCH EXISTINGCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASE8' DIAMETER INDUSTRIAL FANROOF RIDGE LINE119' - 9"512BRICK HEADER, TYP.FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.1ST FF EL100' - 0"TOW112' - 0"ASPHALT SHINGLE ROOFGUTTER AND DOWNSPOUTBRICK AND MORTAR, MATCH EXISTINGCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASEHOLLOW METAL WINDOW FRAME WITH 1" FROSTED SAFETY GLASS ROOM SIGNAGEROOF RIDGE LINE119' - 9"512FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.CAST STONE ADDRESS MARKERBRICK HEADER, TYP.1ST FF EL100' - 0"TOW112' - 0"ASPHALT SHINGLE ROOFBRICK AND MORTAR, MATCH EXISTINGGUTTER AND DOWNSPOUTCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASEOPERABLE WINDOWROOM SIGNAGEHOLLOW METAL WINDOW FRAME WITH 1" FROSTED SAFETY GLASS DEDICATION PLAQUEROOF RIDGE LINE119' - 9"512CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.BRICK HEADER, TYP.FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.CARD READERHAND DRYERS.S. RECESSSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04CONTINUOUS TRENCH DRAINEPOXY PAINTED CMU3'X7' FULL HEIGHT MIRRORHAND DRYERS.S. RECESSSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04MIRRORCAST STONEEPOXY PAINTED CMUTOILET TISSUE DISPENSERCONTINUOUS TRENCH DRAINADA GRAB BARFOLD DOWN BABY CHANGING TABLEEPOXY PAINTED CMUFOLD DOWN BABY CHANGING TABLEHOLLOW METAL FRAME EXTENDS TO FLOORHOLLOW METAL DOORCAST STONEEPOXY PAINTED CMUCMU LINTEL BEAMHAND DRYERS.S. RECESSSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04CONTINUOUS TRENCH DRAINEPOXY PAINTED CMU3'X7' FULL HEIGHT MIRRORHOLLOW METAL FRAME EXTENDS TO FLOORHOLLOW METAL DOORCAST STONEFOLD DOWN BABY CHANGING TABLEEPOXY PAINTED CMUCMU LINTEL BEAMHAND DRYERSOAP DISPENSERQUARTZ COUNTER AND BACKSPLASHADA CABINETREF: A-402 / 04MIRRORCAST STONETOILET TISSUE DISPENSERCONTINUOUS TRENCH DRAINADA GRAB BARFOLD DOWN BABY CHANGING TABLEEPOXY PAINTED CMU1ST FF EL100' - 0"TOW112' - 0"ROOF RIDGE LINE119' - 9"ASPHALT SHINGLE ROOFGUTTER AND DOWNSPOUTBRICK AND MORTAR, MATCH EXISTINGCAST STONE WATERTABLE WITH SEALERNATURAL STONE WITH COLOR MATCHING MORTAR, MATCH EXISTINGNATURAL STONE BASECONCRETE COUNTER, STAINED AND SEALEDICE AND WATER DISPENSERROOM SIGNAGEOPERABLE WINDOWVIDEO DISPLAY, PROVIDED BY OWNER INSTALLED BY G.C.512BRICK HEADER, TYP.FIELD CUT CAST STONE AND STONE BASE TO ALLOW GUTTER TO BE MOUNTED FLUSH AGAINST BRICK FACE, TYP.CONCRETE COUNTER, STAINED AND SEALEDSTAINLESS STEEL COUNTERBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDF O U LP O LEF O U LP O LEF O U LP O LEC O VER ED P IC N ICT AB LESC O R EB O AR DFP P P PP PP PP PP PP PP PP PP PP PEIEECOSOUTHLAKE BOULEVARDWVIINo. 6No. 5EEE#DATEDESCRIPTIONKEY PLANCLIENTPROJECT NO.Parkhill.com- 12/12/2022 Issue for Bid8/28/2023 3:45:13 PM8125.21R_v22450 W Southlake BlvdSouthlake, TX 76092City of SouthlakeA-201Elevationsat Bicentennial ParkSouthlakePickleball Complex08/25/20233/16" = 1'-0"2EAST ELEVATION3/16" = 1'-0"3SOUTH ELEVATION3/16" = 1'-0"4WEST ELEVATION3/16" = 1'-0"5MENS RESTROOM - NORTH3/16" = 1'-0"6MENS RESTROOM - EAST3/16" = 1'-0"7MENS RESTROOM - SOUTH3/16" = 1'-0"8MENS RESTROOM - WEST3/16" = 1'-0"9WOMENS RESTROOM - NORTH3/16" = 1'-0"10WOMENS RESTROOM - EAST3/16" = 1'-0"11WOMENS RESTROOM - SOUTH3/16" = 1'-0"12WOMENS RESTROOM -WEST1 08/28/2023 CCR-00711113/16" = 1'-0"1NORTH ELEVATION ELEVATIONSECTION12346"11 5/8"23 5/8"1"9 5/8"1"1"1' - 9 5/8"1"3"11 5/8"1"9 5/8"1"1/2"2 1/2"NUMBERING TO BE 6" TALL, ARABIC FONT, RECESSED 1/4", PAINTED BLACK, VERIFY NUMBER1/4"CAST STONE1' - 0"1' - 0"SLOPEFINISH FLOORSLOPEMETAL LATHONE PIECE CONTROL JOINTPORTLAND CEMENT PLASTERNOTE:CORRUGATED WALL TIE ARE NOT ACCEPTABLE1/2"SEALANT AND BACKER RODNOTE:APPLY SAND TO WET SEALANT TO REDUCE SHEENSEALANT AND BACKER RODNOTE:APPLY SAND TO WET SEALANT TO REDUCE SHEEN1/2"SAW CUT JOINTCMUCOVE STRIPRESINOUS COVERING3/4" RADIUS COVE4"LINE OF FINISH FLOOR4' - 0"WALL AS SCHEDULEDCAST STONEWATER TABLE WITH SEALERCAST STONE WATER TABLE6 1/4"1 5/8"8"1 5/8"3 5/8"5 1/4"3/4"2 1/8"3/4"2 3/8"2 1/8"3/4"1/2"7"1/2"MASONRY FROGNOTE: LENGTH OF CAST STONE TO BE PER MANUFACTURER STANDARDS5 1/4"2'-4" A.F.F.WOMENCLTYPICAL RESTROOM SIGNAGE5'-0"A.F.F.RECESSEDGRAPHICSYMBOLCENTER LINEOF SIGNDARK COLORED LETTERS& BRAILLELIGHT BACKGROUNDDARK COLOREDSYMBOLSNOTES:1. 1/32" RAISED LETTERS (SANS SERIF FONT) AND GRADE 2 BRAILLE2. PROVIDE SIGNAGE FOR MEN'S RESTROOM, WOMEN'S RESTROOM, PLUMBING CHASES AND OFFICE.3. SIGNAGE TO BE ALUMINUM, FINISH TO MATCH DOOR HARDWARE IF POSSIBLE4. SIGN TO MEET ADA REQUIREMENTS8" 8" STRIKEFACE OFDOOR8" MAX. TOELECTRICALROOMTYPICAL SIGNAGE8" DARK COLORED LETTERS& BRAILLELIGHT BACKGROUNDCL5'-0"A.F.F.8" STRIKEFACE OFDOOR8" MAX. TOBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDBASEBALL FIELDF O U LP O LEF O U LP O LEF O U LP O LEC O VER ED P IC N ICT AB LESC O R EB O AR DFP P P PP PP PP PP PP PP PP PP PP PEIEECOSOUTHLAKE BOULEVARDWVIINo. 6No. 5EEE#DATEDESCRIPTIONKEY PLANCLIENTPROJECT NO.Parkhill.com- 12/12/2022 Issue for Bid8/28/2023 3:44:23 PM8125.21R_v22450 W Southlake BlvdSouthlake, TX 76092City of SouthlakeA-502Detailsat Bicentennial ParkSouthlakePickleball Complex08/25/20233" = 1'-0"1DEDICATION PLAQUE3" = 1'-0"2ADDRESS MARKER3" = 1'-0"3FLOOR DRAIN DETAIL6" = 1'-0"4PORTLAND CEMENT PLASTERCONROL JOINT DETAIL1 1/2" = 1'-0"5ADJUSTABLE MASONRY ANCHOR6" = 1'-0"6BRICK EXPANSION JOINT DETAIL6" = 1'-0"7STONE EXPANSION JOINT DETAIL1 1/2" = 1'-0"8RESINOUS BASE3/4" = 1'-0"9FIRE EXTINGUISHER - BRACKET MOUNT3" = 1'-0"10CAST STONE DETAIL1/4" = 1'-0"1ATYPICAL SIGNAGE1 08/28/2023 CCR-00711 WV ICV ICV ICV ICVWV WV WV FH FH FREE D O M L A N E W W W W W W W W W W W W W SSSSP6 P5 P9 P10 P1 P2 P4 P3 P7 P8 P11 P12 TO LCP #6 AWG TO LCP #6 AWG TO LCP #10 AWG WP/GFCIWP/GFCIWP/GFCIPA-29 PA-30 WP/GFCI WP/GFCIPA-26 SPSPSPSPSP SPSPCCTVC C T V CCTV WP CCTVWP WP WP CCTVC C T V WP WP C C T V WP PA-32 T T T T T T T T T T T T T T T T T T T T T T PA-35UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGCUGEUGEUGEUGEUGEUGE UGEUGEU G E U G E U G E U G E U G E U G E U G E UG E UG E UGE UGE UGE UGE UGE UGE UGE PA-32 2 1 3 3 4 4 4 5 4 5 5 9 10 11 11 12 12 11 7 13 8 6 14 14 15 9 16 E-100 Site Plan Electrical EXISTING UTILITIES CONTRACTOR MUST VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY OFFICIALS AND UTILITY COMPANIES IN LOCATING UTILITIES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOSSES DUE TO DAMAGE TO UTILITIES. LOCATION FOR ALL UTILITIES SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL CALL TEXAS 811, 1-800-344-8377. NORTH 0 40'20'A1 Electrical Site Plan 1"=20'-0" A.COORDINATE WITH THE UTILITY SERVICE PROVIDERS FOR ALL REQUIREMENTS FOR DELIVERING POWER AND COMMUNICATION SERVICE TO THE NEW BUILDING. B.VERIFY THE LINE OF DEMARCATION FOR THE TELEPHONE SERVICE CONDUITS. PREPARE TO EXTEND THE (3)-4" CONDUITS TO THE PROPERTY LINE AT A LOCATION TO BE DETERMINED BY THE SERVICE PROVIDER. C.REFER TO THE LIGHT FIXTURE SCHEDULE FOR FIXTURE TYPES. PROVIDE THE NUMBER OF FIXTURES AND ORIENTATION NOTED FOR POLE-MOUNTED FIXTURES. POLE EPA RATINGS SHALL BE FOR THE NUMBER OF FIXTURES SHOWN. D.COORDINATE WITH THE FIRE SUPPRESSION CONTRACTOR FOR THE LOCATION OF THE POST INDICATOR VALVE (PIV). EXTEND UNDERGROUND CONDUIT AND PROVIDE WEATHER TIGHT CONNECTION (IF APPLICABLE). E.CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EARTH WORK. F.PROJECT IS DESIGNED BASED ON REQUIREMENTS OF NEC 2020 AND IECC 2018. GENERAL NOTES 00 1.NEW PAD-MOUNT UTILITY TRANSFORMER (BY UTILITY). CONTRACTOR SHALL PROVIDE TRANSFORMER PAD AND REFER TO ONCOR'S SPECIFICATIONS FOR ELECTRICAL UNDERGROUND DISTRIBUTION SYSTEMS FROM PADMOUNTED TRANSFORMATION, SECONDARY SERVICE ACCOUNTS DOCUMENT FOR TRANSFORMER PAD DIMENSIONS AND ADDITIONAL REQUIREMENTS. COORDINATE WITH UTILITY (ONCOR) FOR ADDITIONAL INFORMATION. 2.RACK MOUNTED MAIN DISTRIBUTION PANEL AND LIGHTING CONTROL PANEL. MOUNT RACK OUTSIDE OF UTILITY SERVICE ENTRANCE EASEMENT AS REQUIRED. 3.NEW POWER PEDESTAL. LANDSCAPE FORMS: BM-PP-1G1U. COORDINATE COLOR WITH LANDSCAPE ARCHITECT PRIOR TO ORDERING. ROUTE (2) #10 AWG + #10 GND IN 3/4" CONDUIT. COORDINATE WITH MANUFACTURER FOR ADDITIONAL INFORMATION. 4.OUTDOOR CAMERA (BY OTHERS) (TYPICAL). REFER SECURITY CAMERA PLAN FROM FORD AV FOR EXACT MOUNTING HEIGHT, LOCATION AND ADDITIONAL INFORMATION. PROVIDE BACKBOX AND 3/4" CONDUIT WITH PULL STRING FROM DEVICE LOCATION TO OFFICE 101. 5.OUTDOOR SPEAKER (BY OTHERS) (TYPICAL). REFER TO A/V PLAN FROM FORD AV FOR EXACT MOUNTING HEIGHT, LOCATION AND ADDITIONAL INFORMATION. PROVIDE BACKBOX AND 3/4" CONDUIT WITH PULL STRING FROM DEVICE LOCATION TO OFFICE 101. 6.STORAGE/I.T. ROOM IN TENNIS CENTER. 7.#10 AWG. ROUTE CIRCUIT THROUGH TIME CLOCK IN OFFICE 101. 8.BORE UNDER STREET FOR DATA CABLING CONDUIT AS REQUIRED. 9.POWER FOR MAG LOCKS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH DOOR HARDWARE CONTRACTOR AND LANDSCAPE ARCHITECT. PROVIDE POWER, CONTROL WIRING AND ASSOCIATED DEVICES AS REQUIRED. 10.PEDESTAL MOUNTED J-BOX FOR PUSH-TO EXIT BUTTON. PROVIDE 3/4" CONDUIT AND CONTROL WIRING BETWEEN GATE AND BUTTON AS REQUIRED. COORDINATE EXACT PEDESTAL LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 11.IN-GRADE TREE UPLIGHT. COORDINATE EXACT LOCATION WITH TREE GRATE AND LANDSCAPE ARCHITECT. PROVIDE 12V TRANSFORMER AS REQUIRED. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E-501 FOR FIXTURE INFORMATION. TYPICAL OF ALL FIXTURES TYPE "T". 12.PROVIDE 1" CONDUIT FROM OFFICE 101 TO STORAGE/I.T. ROOM IN TENNIS CENTER. COORDINATE ROUTING WITH EXISTING UTILITIES IN THE AREA. STUB CONDUIT UP IN OFFICE 101 AS CLOSE TO I.T. RACK LOCATION AS POSSIBLE. ROUTE CONDUIT UP WALL AT TENNIS CENTER AND PENETRATE THROUGH WALL IN AN ACCESSIBLE LOCATION ABOVE CEILING INSIDE THE BUILDING. PROVIDE ELBOW SWEEPS AND BACKFILL ALL WALL PENETRATIONS AS REQUIRED. PROVIDE (1) GE MMF OPTICS CABLE FROM OFFICE 101 TO STORAGE/I.T. ROOM IN TENNIS CENTER. LEAVE 20FT OF SLACK AT THE END OF THE CABLE RUN INSIDE THE STORAGE/I.T. ROOM. COORDINATE WITH OWNER FOR ADDITIONAL INFORMATION. 13.PROVIDE PULL BOX FOR DATA CABLING. 14.PRIMARY SERVICE LINE FROM EXISTING UTILITY TRANSFORMER TO NEW UTILITY TRANSFORMER. CONTRACTOR SHALL PROVIDE FOR TRENCHING, BORING AND BACKFILL AS REQUIRED FOLLOWING DEPICTED EASEMENT LINE. COORDINATE WITH UTILITY (ONCOR) FOR EXACT ROUTING OF PRIMARY LINE ALONG EASEMENT. CONTRACTOR SHALL PROVIDE (1) 4" CONDUIT WITH PULL STRING BETWEEN EXISTING TRANSFORMER AND NEW TRANSFORMER PAD. COORDINATE WITH UTILITY (ONCOR) FOR CONDUIT STUB-UP LOCATIONS AT BOTH ENDS. UTILITY (ONCOR) WILL PROVIDE AND INSTALL CONDUCTOR BETWEEN TRANSFORMERS AND NEW TRANSFORMER AFTER TRANSFORMER PAD HAS BEEN INSTALLED PER ONCOR REQUIREMENTS. COORDINATE WITH ONCOR FOR ADDITIONAL REQUIREMENTS FOR INSTALLATION PRIOR TO WORK. 15.EXISTING PAD-MOUNT UTILITY TRANSFORMER TO REMAIN. 16.OUTDOOR RATED EXIT SIGN MOUNTED ON GATE. PROVIDE COOPER LIGHTING: UX7-1-SD (OR APPROVED EQUAL). COORDINATE EXACT LOCATION OF EXIT SIGN WITH LANDSCAPE PLANS. 17.POWER FOR DOOR CONTACTS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH DOOR HARDWARE CONTRACTOR AND LANDSCAPE ARCHITECT. PROVIDE POWER, AND CONTROL WIRING AS REQUIRED. ACCESS CONTROL CONTRACTOR TO PROVIDE ALARM DEVICE AND OTHER ASSOCIATED EQUIPMENT. AS INDICATED BY: KEY NOTES Parkhill.com PROJECT NO. CLIENT #DATE DESCRIPTION KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake 450 W Southlake Blvd, Southlake, TX 76092 8125.21 BASE B A L L F I E L D BASE B A L L F I E L D BASE B A L L F I E L D BASE B A L L FI E L D BASE B A L L FI E L D F EI CO SOUTHLAKE BOULEVA R D II No. 6 No. 5 E E E Parkhill.com PROJECT NO. CLIENT #DATE DESCRIPTION KEY PLAN SouthlakePickleball Complexat Bicentennial ParkCity of Southlake 450 W Southlake Blvd, Southlake, TX 76092 8125.21 BASE B A L L F I E L D BASE B A L L F I E L D BASE B A L L F I E L D BASE B A L L FI E L D BASE B A L L FI E L D F EI CO SOUTHLAKE BOULEVA R D II No. 6 No. 5 E E E 1 12/29/2022 Permit Comment Response -07/08/2022 Permit Set 2 03/28/2023 Permit Comment Response 3 05/01/2023 Permit Comment Response 4 06/02/2023 CCR 002 5 08/25/2023 CCR 007 5 5 08/25/2023 \\Data1\Projects3\2021\8125.21\05_CONSTR\04_CHANGE\01_CCR\CCR 008\8125.21-CCR_Change_Request.docx CONSTRUCTION CHANGE REQUEST #008 PROJECT: Southlake Bicentennial Pickleball Complex DATE: September 7, 2023 Owner Southlake, TX CONTRACT DATE: Architect ARCHITECT’S PROJECT NUMBER: 8125.21 Contractor TO CONTRACTOR: North Rock Construction OWNER’S PROJECT NUMBER: Other 3912 E. McKinney St. Denton, TX 76208 09/07/2023 Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modification to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN UNTIL APPROVED BY THE OWNER. Description: (Written description of the work) E-100 Electrical Site Plan  Provide (8) pull box locations adjacent to light poles where specified by Ford AV drawings for their equipment cabling. Submitted By: James Williams Attachments: E-100 CONTRACTOR’S RESPONSE: Additional days requested for this CCR: 0 Add to / Credit Contract Sum $ Credit / Deduct Contingency Owner CMAR $ Credit / Deduct Allowance $ (Name of Allowance) TOTAL CCR $ Attachment: Breakdown CONSTRUCTION CHANGE REQUEST APPROVAL When signed by Owner and upon receipt of approved document by the Contractor, the Contractor shall proceed with the change(s) described above. If CCR is changing the Contract Sum or GMP by cost or time, an official Change Order on AIA G701 will be executed and distributed. Approved Additional Time By: Date: (Signature) 0.00 09/07/2023 Case No. ZA22-0051 S T A F F R E P O R T October 31, 2023 CASE NO: ZA22-0051 PROJECT: Variance to Expiration and Plat Extension - Final Plat for Rainey Estates EXECUTIVE SUMMARY: Hawkins-Wellwood is requesting approval of a Variance to the Subdivision Ordinance No. 483, as amended, Section 4.01.I, “Expiration of Plats” and a Plat Extension for Case ZA22-0051, being the Final Plat for Rainey Estates, and addition to the City of Southlake, Denton County, Texas, and located at 4078 N. White Chapel Blvd., Southlake, Texas. Current Zoning: “SF-1A” Single Family Residential District. SPIN Neighborhood #1. DETAILS: The property is located at the southwest corner of North White Chapel Blvd., and West Bob Jones Road. The purpose of this request is to seek approval of a variance to the plat expiration and plat extension for Rainey Estates. A Final Plat expires 1 year after approval if not filed in the County Plat records. The Final plat was approved by Planning and Zoning Commission on October 20, 2022, and expired on October 20, 2023. The applicant is requesting a variance to the expiration and a 1-year extension on the final plat. If approved the plat will remain valid until November 7, 2024, based on City Council action. ACTION NEEDED: Consider Approval ATTACHMENTS: (A) Background Information (B) Vicinity Map PowerPoint Presentation Plans STAFF CONTACT: Dennis Killough (817) 748-8072 Case No. Attachment A ZA22-0051 Page 1 BACKGROUND INFORMATION OWNER/ APPLICANT: Hawkins-Wellwood PROPERTY SITUATION: 4078 N. White Chapel Blvd., Southlake, TX 76092 LEGAL DESCRIPTION: Tract 15, R.D. Price Survey, Abstract No. 992A, City of Southlake, Denton County, Texas LAND USE CATEGORY: Low Density Residential CURRENT ZONING: “SF-1A” Single Family Residential District HISTORY: “AG” Zoning District was approved with the adoption of the Zoning Ordinance No 480 and the official Zoning Map on September 19, 1989. “SF-1A” Single Family Residential District zoning and a Concept Plan, were adopted on June 7, 2022, with case ZA22-0011. A Preliminary Plat was approved by City Council on September 20, 2022, with case ZA22-0038. The Final Plat was approved by the Planning and Zoning Commission on October 20, 2022. SOUTHLAKE 2035 PLAN: Consolidated Future Land Use Plan The 2030 future land use designation for the site is Low Density Residential. Purpose and Definition: Purpose: The purpose of the Low Density Residential land use category is to provide for and to protect low intensity detached single-family residential development that promotes the openness and rural character of Southlake. Definition (this definition was updated by passage of Ordinance No. 1186 on February 20, 2018): The Low Density Residential category is for detached single-family residential development at a net density of one or fewer dwelling units per acre. Net density is the number of dwelling units per net acre, which excludes acreage in all rights-of-way, easement, and lots designated for public or private streets. Other suitable activities are those permitted in the Public Parks / Open Space and Public / Semi-Public categories. The Low Density Residential category encourages the openness and rural character of the City of Southlake. Case No. Attachment A ZA22-0051 Page 2 Pathways Master Plan & Sidewalk Plan The Southlake 2035 Mobility Plan under the Pathways Plan, there is a less than 8-foot sidewalk designation proposed on the west side of N. White Chapel Blvd. and south side of W. Bob Jones Road. No sidewalk currently exists along any boundary of the property. A minimum 5-foot sidewalk is required for this property along both these roads and Rainey Court. TRANSPORTATION ASSESSMENT: Area Road Network and Conditions Access to the lots will be provided through a 50-foot right of way with a concrete street connecting to W. Bob Jones Road, a 60’ ROW C2U Collector. Access from W. Bob Jones Road leads to N. White Chapel Blvd., 70’ ROW C2U Collector. The development will not have direct access to N. White Chapel Blvd. Traffic Impact A Traffic Impact Analysis (TIA) was not required for this development. TREE PRESERVATION: Site is subject to the City’s Tree Preservation Ordinance No. 585-D. The submitted Tree Conservation Analysis complies with the Tree Conservation Analysis approved with the Zoning and Concept Plan. There is 47% of existing tree cover on the site and a minimum of 50% is required to be preserved after excluding the existing tree cover within the proposed right-of-way. After excluding the existing tree cover within the proposed right right-of-way there is 44% of existing tree cover, and a minimum of 22% is required to be preserved. The applicant is proposing to preserve 71.2% of the existing tree cover. UTILITIES: A 12-inch water line is located along both N. White Chapel Blvd. and W. Bob Jones Rd. for sufficient water supply and looping. Currently, there is an 8-inch sewer line located along N. White Chapel Blvd. for sanitary sewer service. DRAINAGE: The property generally drains from the west property line east to N. White Chapel Blvd. CITIZEN INPUT: The following meetings were held to discuss the development: A 2035 Corridor Planning Committee meeting was held on February 4, 2022. A SPIN meeting was held February 8, 2022. STAFF COMMENTS: Because of the limited nature of this request, no review comments were prepared for this item. SODA RIDGE RDNORTH FIELD DR(PARK RD) EQUESTRIAN DR (PARK RD)W B O B J O N E S R D N WHITE CHAPEL BLVDK I N G R ANCH RDSADDLEBACK LN40784060300 43234322312308304300208204200108104345 100400042514250 43064314 430243014300430443054308430943124313Vicinity Map ® 0 180 36090Feet Rainey Estates- 4078 N White Chapel Blvd ZA 22-0051 BLOCK I -SADDLEBACK RIDGE ESTATES LOT 34 (Private Landscape Gbzmnend 5'Utddv Easement / 1/2"otee| rod found TION co 1/2"cappted —N 89*1 OAT E 320.781 steel rod found 40'Building Line |�LO � | s |U| —40'Building Line LOTU � 1.0002A(}KES (4I569SF) [()T 2. B[()[|k| i REEDER/\D[}Ill(]N _______'--------------40'8b0din Line— ------------------------- W B O B JO N E S ROAD (A60'PobbcRight-nf-kVuv) C� co —Centerline of — LEGACY LIMITED, [[C |� N8g^l � zo m ^� \ RI". "`'. 22C4 ��-� K '� LOT ^� 208./ / / 1.0039 ACRES | 'Dnoinqye& Utility Easementco | (4373O�F) / ^"�"" ^/ ' ----- . 1 | \ \ \ \ | `1 S'Dminage&Utility Easement | / |Easement | |�7' —Utility � "�~~"� i{)|3l ACRES(44.|3lSF) � | | | Drainage & Utility �z 20.60' Easement � � \ � \` CIZ 30'Wh &Samdory CL� 0 CD ' u"=",E"x",,^="t ' | \ / | Point of Beginning \ 30'N/oter&Sanitary Sewer Easement /2'steel rod found / 5' Utility Easement \ � �� � � � x� � � XK � �� � �� � � � '� � � x� ,� �� �� � � U � � � U K / �! � N � � �! � /� �� � U � /� K , U |�J K � ~� �� � ^~ ^ "—^ ^ ^ ^`^ ^ ^~' �� ^� ~^ ^`^ ` �� ^ ' ^ � �^ ~� " ^`^ ^ � `—' ^ ^ � ^�' ~ ~~ ~~ �� | | | ' | | \ | i \ \ � [(}T 2R R. D. PRICE NO. q22ADDITION INS]- NO. 1015-140 P.R.[).Cl | OWNER: �MATIH£W [E[GUMA8OM£ | \ | \ � \ | ' m | � ' | | | | \ | | | V 40' on Original Print FLOOD STATEMENT: Based onscaling the surveyed lot shown hereon onto the current online FEMA public data, the surveyed tract Flood Zone X (Minimal Flood Hazard) and does not lie within the FEMAdesignated lOO-yeurflood plain. Miller Surveying, Inc. makes nostatement ux to the likelihood of the actual flooding of said surveyed tract. 1. Selling a portion of any lot within this addition by metes and bounds is a violation of state law and city ordinance and is subject to fines and withholding of utilities and building permits. 2.The owners ofall corner lots shall maintain sight triangle inaccordance with the City Subdivision Ordnance. 3. The City of Southlake reserves the right to require minimum finish floor elevations on any lot contained within this addition. The minimum elevations shown are based onthe most current information available at the time the plat is filed and may be subject to change. Additional lots, other than those shown, may also be subject to minimum finish floor criteria. 4. Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person ofthe responsibility ofcomplying with all other applicable laws, including, but not limited to, Section 11.O86,Texas Water Code. 5.Nolot within this addition shall beallowed driveway access onto YYBob Jones Road or White Chapel Blvd. O. Any improvements within the Pedestrian Access Drainage and Utility Easement shall not hinder pedestrian or fire access and are subject to removal by the City of Southlake APPROVED BYTHE PLANNING &ZON|NGCOMMISSION Date: Chairman: CkySeoretary: SURVEYOR'S CERTIFICATE: This istncertify that that [ Jason B. Rawlings,a Registered Professional Land Surveyor for the State of Texas, having platted the above subdivision from and actual survey made nnthe ground and that all lot corners, angle points, and points ofcurvature shall beproperly marked on the ground and that this plat correctly represents that survey made under nnysupervision. Jason B. Rawlings, RPLS No. 5665 TROPHY CLUB U aw m Course STATE UFTEXAS COUNTY OF TARRANT WHEREAS Rainey Court Development, LLC, acting by and through the undersigned, its duty authorized agent, is the sole owner of a tract of land out of the R. D. Price Survey, Abstract No. 992 and situated in the City of Southlake, Texas, said tract being all of that same tract of land described in the deed to M. F. Evans Trust recorded as Instrument No. 2015-45901 of the Official Public Records of Denton County, Texas and being more particularly described by metes and bounds aofollows: Beginning at a 1/2 inch steel rod found for the southeast corner of said Trust tract, said rod being the most easterly northeast corner of Lot 2R, R. D. Price No. 922 Addition, an addition to the City of Southlake, Texas according to the plat thereof recorded anInstrument No. 2U1G'348ufthe Plat Records ofsaid County, said rod also being inthe westerly right-of-wayline ofNWhite Chapel Blvd. Thence South 89 degrees 32 minutes 23 seconds West with the southerly boundary line of said Trust tract and the northerly boundary line of said addition a distance of 584.15 feet to a 1/2 inch "MILLER 5665" capped steel rod set for the southwest corner ofsaid Trust tract; Thence North 00 degrees 14 minutes 36 seconds West with the westerly boundary line of said Trust tract, passing at 4O7.12feet a1/2inch "MILLER S665^capped steel rod set inthe southerly hg line ofVVBob Jones Road and continuing etotal distance of43712feet 1oanail set therein; Thence North 89 degrees 11 minutes 07 seconds East with the northerly boundary line of said Trust tract and with said road a distance of 370.43 feet to a nail set for the most northerly northeast corner of said Trust tract; Thence South 00 degrees 53 minutes 58 seconds East with the easterly boundary line of said Trust tract, passing at 30.00 feet a 1/2 inch "MILLER 5665" capped steel rod set in the southerly right-of-way line of said road and continuing a total distance of 233.87 feet to a 1/2 inch "MILLER 5665" capped steel rod set for an inner corner of said Trust tract; Thence North 88 degrees 25 minutes 32 seconds East with the northerly boundary line of said Trust tract a distance of 208.71 feet to the northeast corner thereof and said westerly right-of-way line; Thence South 00 degrees 53 minutes 58 seconds East with the easterly boundary line of said Trust tract and with said westerly right-of+mayline adistance of20g.O1feet tothe pointofbeginning and containing 4.7407acres ofland, more or less, 0.2803 acres of which lie within apparent or proposed right-of-way; THAT Rainey Court Development, LLC,acting bvand through the undersigned, its duty authorized agent, does hereby adopt this plat designating the henainabovedescribed property anRAINEY ESTATES, anaddition tothe City of Southlake, Denton County, Texas, and does hereby dedicate the rights of way, (alleys, parks) and easements shown thereon 10the public's use unless otherwise noted. THERE ARE N0LIENS AGAINST THIS PROPERTY. WITNESS myhand st South|ake,Tarrant County, Texas this the day of20___ ReinoyCuurtDovo|opnnentLLC John Hawkins, Manager STATEOF — COUNTYOF BEFORE ME, the undersigned authority, onthis day personally appeared John Hawkins, Manager ofRainey Court Development, LLC, known to me to be the person whose name is subscribed to to the above and foregoing instrument, and acknowledged to me that they executed the same for the purposes and consideration expressed and in the capacity therein stated and as the act and deed of said Rainey Court Development, LLC. GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the— day of 20— Notary Public, State of Texas S U P V E Y|N G, I C U Professional Precision. 85O4Precinct Line Rd. Ste. l80 [oUeyviUeTX76C84^07-577-1OSJ millersurvey.net Owner: App|uan1 Engineec Rainey Court Development, LLC DeOte'|no. 1748ODallas PkvvvSuite 217 420Johnson Rd,Suite 303 Dallas, TX 75287 Keller, TX 76248 �I�4� PLAT ^ ""' "~ RAINEY 1E S TAT E S 0 o�����0 � �����K�� 0 �0�0���� �� �����K�U��������0��U��������N��K '°"` '`^~��°~"�~°°~ �~� °"�"� CITY ~~" ^^~,~'"°"L'``KE' TEXAS �A��T�T��/�/l��0DDD��TFl��TT4� TD7���Fl����C474�7 `,�/,�v.u^^."`/ `/^ FOUR RESIDENTIAL `~`/^u AND "^~^."�/ ^., .v, �/�D��[ll�7/l�TlT�l) D. T�[)T/���|T�\/�\/ �l\�T��/,T�J/l 001 '^�/^``~o OUT `/^ ^^^^~ R. ��. PRICE SURVEY, .,�/. //^~' �[)lT�TJl ��� 7l��J�[l�J /�[)lT�JT� T��4� �`^`' . ^ ^^~' `.`^~' DENTON . `^.` COUNTY, . . TEXAS C���T[k�T���� �(\1� o��/�/v�u�/��w�� City Case No. ZA-22-0051 Job No. 21053 - Plot File 21053 Plat Filed aoInstrument # Date: Case No. ZA22-0053 S T A F F R E P O R T October 31, 2023 CASE NO: ZA22-0053 PROJECT: Variance to Expiration and Plat Extension Final Plat for Carillon Parc Ph. 1A EXECUTIVE SUMMARY: DETAILS: Carillon Crown is requesting approval of a Variance to the Subdivision Ordinance No. 483, as amended, Section 4.01.I, “Expiration of Plats” and a Plat Extension for Case ZA22-0053, being the Final Plat for Carillon Parc Phase I, an addition to the City of Southlake, Tarrant County, Texas and located at 1775, 1781 and 1801 N. White Chapel Blvd., 1840 Riviera Ln., 201 E. Kirkwood Blvd., 1700 N. Carroll Ave. (addressed as 1900 N. Carroll Ave. by Tarrant Appraisal District) and 100 through 300 E. State Hwy. 114., Southlake, Texas. Current Zoning: “ECZ” Employment Center Zoning District. SPIN Neighborhood #3. The purpose of this request is to seek approval of a variance to the plat expiration and plat extension. A Final Plat expires 1 year after approval if not filed in the County Plat records. The Final plat was approved by Planning and Zoning Commission on November 3, 2022, and expires on November 3, 2023. The applicant is requesting a variance to the expiration and a 1-year extension on the final plat. If approved the plat will remain valid until November 7, 2024, based on City Council action. ACTION NEEDED: Consider Approval ATTACHMENTS: (A) Background Information (B)Vicinity Map Presentation Plat & Plans STAFF CONTACT: Dennis Killough (817) 748-8072 Department of Planning & Development Services Case No. Attachment A ZA22-0053 Page 1 BACKGROUND INFORMATION OWNER/ APPLICANT: Carillon Crown PROPERTY SITUATION: Generally located east of N. White Chapel Blvd., south of E. Kirkwood Blvd., west of Riviera Ln., and north of E. State HWY 114. LEGAL DESCRIPTION: Tracts 1, 1D, 1E, 1F, 1G, 3A, 3A01, 3A03, 3A04, 3A04A, 3A05, and 3A01B, Larkin H. Chivers Survey, Abstract No. 300 LAND USE CATEGORY: Mixed Use CURRENT ZONING: “ECZ” Employment Center Zoning District HISTORY: May 20, 1997; City Council approved a zoning change and concept plan to “NR-PUD” Non-Residential Planned Unit Development. December 18, 2001; City Council approved a zoning change and concept plan requiring a 300 ft. setback on N. Carroll Avenue, subject to City Council discretion. The purpose of the zoning change and concept plan was to incorporate newly acquired tracts of land into the existing “NR- PUD”, revise parcel boundaries and permitted uses within the district. On November 18, 2008 the City Council approved a Zoning Change and Development Plan from ‘NR-PUD’ Non-Residential Planned Unit Development and ‘C-2’ Local Retail Commercial District to ‘ECZ’ Employment Center Zoning District for Carillon under Planning Case ZA08- 031 (Ordinance No. 480-564). September 4, 2012; City Council approved the request to amend miscellaneous development regulations in the Carillon Zoning Booklet under Planning Case ZA12-066 (Ordinance No. 480-564a). November 6, 2014; Jacobs Engineering, Inc. on behalf of Hines Interest, LP requested at the Planning & Zoning Commission meeting on November 6, 2014 to table indefinitely two applications: a Site Plan application for One Carillon Court (ZA18-085) and a Zoning Change and Development Plan application for the Carillon Corporate District (ZA14-102). April 21, 2015; City Council voted to deny a 1st Reading request for a Zoning Change and Development Plan for Carillon under Planning Case ZA15-002 (Ordinance No. 564b). The purpose of this request was to amend the current Carillon Zoning Book to add a roofing material permitted in the EC Neighborhood - Chateaux District. The proposal intended to add language that would have allowed metal as a permitted roof material to Chateaux District. April 18, 2017; Jacobs Engineering, Inc. on behalf of Hines Interest, LP requested to withdrawal the following Planning Cases at the April 18, 2017 City Council meeting: •ZA16-029 (Ordinance. No. 480-564B) – Zoning Change and Development Plan for Carillon Corporate District Case No. Attachment A ZA22-0053 Page 2 •ZA16-030 – Site Plan for Hotel Indigo Carillon •ZA16-031 – Preliminary Plat for Lots 1 and 2, Block 1, Carillon – Hotel Indigo •Also at the April 18, 2017 City Council meeting, The City of Southlake withdrew Planning Case ZA17-071 (Ordinance No. 480- 564C), which was a proposed Zoning Change and Development Plan for Carillon Plaza District. The following Planning Cases related to the Carillon Plaza District were withdrawn by staff due to inactivity; the applicant did not ever make a formal submittal: •ZA16-081 – Site Plan for Carillon Salons of Volterra •ZA16-082 – Site Plan for Carillon Wellness Center and Spa •ZA16-083 – Preliminary Plat for the Carillon Plaza District On June 19, 2018, the City Council approved a Zoning Change and Development Plan (ZA18-0006) for the Plaza District portion (approximately 42.51 acres) of the Carillon Development for the purposes of amending the existing district regulations and approved development plan for this portion of Carillon. December 7, 2021; the City Council approved a Zoning Change and Development Plan subject to Staff Report dated November 30, 2021, and Development Plan Review Summary No. 6, dated November 30, 2021, and granting the following: -Per the Driveway Ordinance No. 634, the minimum stacking depth from the SH114 & N. White Chapel Blvd. is 150’. Approving a variance which permits approximately 40 feet and 110 feet of stacking depth respectively. In terms of the concept plan/zoning booklet: -Approving the Option B concept plan which was presented this evening and indicates the following: -Allowing up to 79 type “A” villa lots and 50 residential lofts and noting that the type “A” villas will adhere to all residential standards as outlined in the 2008 Carillon zoning approval (ZA 480-564). Also noting that the residential lofts will be a minimum of 2,300 square feet and are limited to building B as shown on the development plan (identified as the orange building on the colored development plan). Also noting that the type “A” villas and residential lofts must be constructed to meet all fire regulations, including the installation of fire suppression systems, if required. - Designating an area located in the southeast portion of Carillon Parc-Plaza District (shaded in pink on the development plan) for a possible location of a City library--if it is determined by the City that such a facility should be located within this development. Also noting that this alternate area (pink shaded area) can include in addition to a public library the following uses: retail; restaurant, office, hotel, chapel, performing arts, and multiple purpose uses. -Allowing a hotel as a permitted use in the general area where buildings H, I, and K are identified on the development plan. Case No. Attachment A ZA22-0053 Page 3 -Allowing subgrade/at grade parking beneath the park area, if required. -Noting that all non-residential buildings require site plan approval from City Council following a Planning and Zoning Commission recommendation and that the proposed site plans will be evaluated per the requirements of the zoning approval in terms of use, architectural style, parking, and other requirements of the zoning document. Also noting that emergency access will also be evaluated at the site plan phase. -Accepting all proposed changes noted in the zoning booklet and summarized by the applicant as attachment E of the staff report. Also noting that the use table will include beer pubs and craft breweries as defined in the Zoning Ordinance 480 as permitted uses. In terms of the construction phasing plan, White Chapel Blvd. and construction traffic: -Approving the phasing plan presented and noting that the developer must construct the Phase I site infrastructure (roadway and utilities) as purple on the phasing plan) and have the Phase I infrastructure inspected and approved prior to the release by the City of the 79 Villa Type A lots for home construction. -Screen wall will be constructed in a similar manner to example photos in the zoning booklet. -Noting that no certificate of occupancy will be issued for any commercial/office/mixed use (i.e. nonresidential) buildings until the Phase 1A park construction is completed per the executed developer’s or 380 agreement and has been inspected and is accepted by the City. - The park dedication will be approximately 8 to 9 acres as represented on the development plan unless determined otherwise by a City Council action as part of the approval of the developer’s or 380 agreement or final location of the library/multiuse/performance arts building. -At a minimum, the park component will include the following elements (unless determined otherwise in the developer’s or 380 agreement): -Operating and maintained fountain as represented in the zoning booklet. -(2) Carillon bell towers (the primary and secondary tower) similar to the scale and size as represented in the zoning booklet. - Plaza area similar in size and character as represented in the zoning booklet. -Pathways and sidewalks as represented in the zoning booklet. -If the City Council determines that the park dedication is less than what is represented on the development plan (approximately 8- 9 acres), the area of land not dedicated will become private space maintained by the property management company or other private entity. -The White Chapel Blvd. widening from SH 114 to East Kirkwood Blvd. will be constructed and accepted by the City prior to the issuance of a certificate of occupancy for any Case No. Attachment A ZA22-0053 Page 4 commercial/office/mixed use (i.e. nonresidential) buildings. This section of White Chapel Blvd. shall be designed and constructed in a manner consistent with the City’s mobility plan and include medians, sidewalks, and any required streetlights. -All construction related traffic for the non-residential portion of the development will enter the site from SH 114 or White Chapel Blvd. In terms of park dedication and fountain performance: -Final park dedication, maintenance responsibilities and performance thresholds will be determined as part of the developer’s agreement and or 380 agreement. -The City and the applicant have agreed on the date of June 30, 2022 for the City to take time to assess future library locations, and to determine if the Carillon location is the appropriate location for a future library. Staff will work with the developer with acceptable criteria for a potential library to be considered for Carillon during the time between now and June 30, 2022. -Dedication of the park land is at a time to be determined upon an agreement of an economic development incentive agreement. -No building permits, for any lots, in the development, either commercial or residential, will be issued until a successful executed economic development incentive agreement. August 16, 2022; City Council approved ZA22-0033, Preliminary Plat for Carillon Parc on property described as Tracts 1, 1D, 1E, 1F, 1G, 3A, 3A01, 3A03, 3A04, 3A04A, 3A05, and 3A01B, Larkin H. Chivers Survey, Abstract No. 300, City of Southlake, Tarrant County, Texas and located at 1775, 1781 and 1801 N. White Chapel Blvd., 1840 Riviera Ln., 201 E. Kirkwood Blvd., 1700 N. Carroll Ave. (addressed as 1900 N. Carroll Ave. by Tarrant Appraisal District) and 100 through 300 E. State Hwy. 114, generally located east of N. White Chapel Blvd., south of E. Kirkwood Blvd., west of Riviera Ln., and north of E. State Hwy. 114. Current Zoning: “ECZ” Employment Center Zoning District, subject to Staff Report dated August 16, 2022, and Plat Review Summary No. 3, dated August 16, 2022, and noting the following: - Approving proposed alley modification and selecting the “red” option presented this evening. November 3, 2022; Planning and Zoning Commission approved the Final Plat for Carillon Parc Phase IA STAFF COMMENTS: Because of the limited nature of this request, no review comments were prepared for this item. Case No. Attachment C ZA22-0053 Page 1 WHITE CHAPELBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE MONTE CAR L O DRIVE (51-FOOT W I D E R I G H T - O F - W A Y ) CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y ) CARILLON PHASE 2A-2 TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. 13' SHARED ACCESS EASEMENT INST. NO. D216217890 O.P.R.T.C.T. ABANDONED BY INST. NO. ___________ O.P.R.T.C.T. 10' UTILITY EASEMENT INST. NO. D211080420 O.P.R.T.C.T. DRAINAGE EASEMENT INST. NO. D211117912 O.P.R.T.C.T. ABANDONED BY SEPARATE INSTRUMENT EASEMENT 5/8" IRFC "JACOBS" 10' UTILITY EASEMENT INST. NO. D211080420 O.P.R.T.C.T.RIVERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULE V A R D (A VARIABLE WIDTH RIG H T - O F - W A Y ) CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T.N0°18'41"W502.90'S6°17'02"E675.59'N83°42'58"E 24.24' 7 6 20 6 5 N89°41'19"E 564.61'S0°18'41"E145.50'S89°41'19"W 511.25'N0°18'41"W145.50'N46°15'49"E 38.79'S8°06'49"E77.79'S0°18'41"E293.00'N0°18'41"W146.50'S89°41'19"W 568.64' N89°41'19"E 568.64' C3 N83°42'58"E 99.07'S6°17'02"E401.69'N83°42'58"E 265.50'S6°17'02"E681.77'C1S12°36'38"E183.55' C2 S83°42'58"W 99.07' N83°42'58"E 147.39' N89°41'19"E 553.14'C5 N83°42'58"E 99.07' 53.36'495.75'15.50' 15.50'553.14' 145.50' 120.00'120.00'506.18'55.59'C6 18 24 10 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 9 8 7 6 2 4 1 13 14 15 23 22 21 20 19 17 16 10 9 8 4 5 6 3 3 11 1415 12 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" BLOCK A X BLOCK B BLOCK B BLOCK C BLOCK D BLOCK D BLOCK E51.0'45.50'45.50'45.50'45.41'20.0'51.0'51.0'20.0'20.0'20.0'20.0'51.0'20.0'20.0'20.0' 51.0' 51.0' 20.0' 51.0' 51.0' 51.0'51.0'51.0'20.0' 20.0' 20.0' 20.0' 20.0'20.0'25.5'25.5'25.5'25.5'25.5'25.5'25.5'25.5'25.5' 10' BUILDING LINE 10' BUILDING LINE STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A VARIABLE WIDTHRIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY) 20' PRIVATE ALLEY 20' PRIVATEALLEY20' PRIVATEALLEY10' BUILDING LINE 15' BUILDING LINE 10' BUILDING LINE10' BUILDING LINE15' BUILDING LINE15' BUILDINGLINE15' BUILDINGLINE10' BUILDING LINE SETBACKBUILDING LINE15' BUILDING LINE12X96.0'96.0'96.0'48.0'48.0'53.0'43.0'ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)51.0' CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T.51.0'53.0'90.0'RIVERA LANE (A VARIABLE WIDTH RIGHT-OF-WAY) 106.6' 20' PRIVATE ALLEY 20' PRIVATE ALLEY 20' ALLEY 25.5' 25.5'25.5'20' ALLEYBLOCK F R.O.W. DEDICATION 0.7686 ACRES 33,482 SQ. FT. R.O.W. DEDICATION 0.0843 ACRES 3,672 SQ. FT.4.0'5/8" IRFC "JACOBS" 11 13 N0°43'04"W456.67'S89°29'22"W 46.55'N0°18'41"W725.92'N89°41'19"E 64.76' N44°26'49"E 28.31' N89°24'03"E 338.61' ∆=5°41'05" R=1048.00' L=103.98' CB=N86°33'30"E C=103.94'S83°42'58"W 471.23' N51°17'02"W 28.28'4.0'116.36'146.00' 2.55' 13 30.00'25.00' 27 30.00'30.00'25.00'30.00'30.00' 30.00'30.00'X X X X X X X VISIBILITY EASEMENT(BY THIS PLAT)S13°35'13"W 43.16' 10.40' 42.73'VISIBILITYEASEMENT(BY THIS PLAT)N14°24'58"W 42.07' 10.00'40.00'10' BUILDINGSETBACK LINE15.92' 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRF 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS"5/8" IRFC "JACOBS" 14 11 26 1 3 1 26 25 33' WATER AND SANITARY SEWER EASEMENT (BY THIS PLAT) 2 S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S4°06'04"E111.12'S6°17'02"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S3°15'55"E111.08'S6°17'02"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S4°32'00"E111.05'S6°17'02"E111.00'S83°42'58"W 110.02'S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00'S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' BLOCK A ALLEY A 10 4 .3 8 ' 59.25' L265.00'C724.25'46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 19.00' C 8 65.00'L1 54.00' 57.00' L687.50'L343.50'47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 42.64' 4.36' 11.70' 42.64' 2 9 .5 7 ' 17.43' 17.43' 3 3 .8 0 ' 39.20'L 4 79.62'L5 51.15' L 1 087.50'L7 57.00' 43.50' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 70.00' 42.64' 4.36' 10.08' 42.64' 4 3 .2 3 ' 3.67' 3.67' 4 9 .0 7 ' 64.90' L8 87.50'L951.40' C 966.00'L13 62.00' 27.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 21.64' 2 5 .3 6 ' 3 3 .5 4 '21.64' 3 9 .11' 8.58' 8.58' 4 2 .5 0 ' 46.50' L1 1 87.50'L12 60.00' 79.78'46.00'63.98'110.00'L14283.78'4.00' 110.00'20.00'46.00'24.00'C1047.61'47.61'62.00'62.00'L16 60.00' C1 1 18.68'48.68'47.00'47.00'47.00'47.00'47.00'47.00'47.00'L2 147.00'48.00'48.00'48.00'48.00'48.00'48.00'48.00'110.00'48.00'48.00'48.00'48.00'48.00'110.00'48.00'48.00'48.00'48.00'61.00'61.00'48.00'48.00'48.00'48.00'48.00'48.00'58.00'L18 86.50'L1 744.50'43.07'L2085.00'L1958.07'9.94' 25.09' L22 85.09'27.11' 57.11' 36.54' L24125.00'531.25'344.00'452.64' 342.62' 100.45'L2 3 20.55' L15 C12 C 1 3 C14STREET C(A 51' RIGHT-OF-WAY)ALLEY FALLEY C ALLEY B ALLEY E ALLEY D15' DRAINAGE EASEMENT (BY THIS PLAT) 7' REAR YARD SETBACK 7' REAR YARD SETBACK 7' REAR YARD SETBACK 7' REAR YARD SETBACK 7' REAR YARDSETBACK7' REAR YARDSETBACK6' SIDE YARD SETBACK 6' SIDE YARD SETBACK 6'SIDE YARD SETBACK 5' UTILITY EASEMENT (BY THIS PLAT) 5' UTILITY EASEMENT (BY THIS PLAT)15' BUILDING LINE20' GARAGE SETBACK 20' GARAGE SETBACK PEDESTRIAN ACCESS EASEMENT (BY THIS PLAT)5' UTILITY EASEMENT(BY THIS PLAT)N0°18'41"W725.92'N0°18'41"W502.90'44.00'30.00' S6°17'02"E 47.32'10.67'98.02'146.50'146.50'STREE T A (A VAR I A B L E W I D T H RIGHT- O F - W A Y )S6°17'02"E120.58'S8°02'08"E97.99'N5°33'48"E87.75'N0°43'05"W135.58'52.02' 3 6 7 5 4 1 2 ∆=28°33'53" R=256.00' L=127.63' CB=S23°03'47"E C=126.31' ∆=23°50'20" R=244.00' L=101.52' CB=N25°25'33"W C=100.79' X 7' REAR YARD SETBACK 10' BUILDING LINE 87.00' 14 XC15 S41°23'44"E 71.51'C16C17 N80°28'06"W 63.98' R=17.50' L37 69.00' 64.49' N77°23'22"E 138.65' C1 8 65.97'46.00'46.00'46.00' S.S.E. (BY THIS PLAT)36.52'15.08'15.00'37.50'L40 L39 9.98' 2.76' S13°20'16"W 41.10'39.94'VISIBILITY EASEMENT (BY THIS PLAT) 8' PEDESTRIAN ACCESS EASEMENT (BY THIS PLAT) 8' PEDESTRIAN ACCESS EASEMENT (BY THIS PLAT) 8' PEDESTRIAN ACCESS EASEMENT (BY THIS PLAT) 5.66' 111.00' 111.00' 111.00' 111.00'35.03'46.00'46.00'46.00'60.44' 18.44' 15 S89°41'19"W 452.64'C20 L31 L30 L29 L28 S83°42'58"W 153.12'L27 L26 C19 N12°36'38"W245.55' 3.30' N77°23'22"E 195.80' L25 S13°30'22"E 33.31' 12 1 143.57'228.97'S85°43'06"E 143.35'116.24'N0°18'41"W176.26'N85°43'06"W 35.11'N0°18'41"W123.83'∆=57°03'31" R=215.00' L=214.11' CB=N48°19'19"W S89°41'19"W 12.00' S0°18'41"E 43.00' 178.68' N0°18'41"W 142.38'30.0'30.0'35.0'35.0' 100.32' 22.50' 21.38' ∆=46°24'12" R=30.00' L=24.30' CB=N22°53'25"E C=23.64'N0°18'41"W87.33'8.71'PROPOSED COMMON ACCESS, FIRE LANE, DRAINAGE, AND UTILITY EASEMENT INST. NO. _______________ O.P.R.T.C.T. PROPOSED S.S.E. 15' DRAINAGE EASEMENT (BY THIS PLAT) COMMON ACCESS, FIRE LANE, DRAINAGE, AND UTILITY EASEMENT (BY THIS PLAT) S.S.E. (BY THIS PLAT) CURVE TABLE NO. C1 C2 C3 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 DELTA 6°19'36" 5°58'21" 5°58'21" 5°58'21" 43°25'30" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 46°03'35" 80°39'26" 97°43'27" 31°13'12" 35°06'42" 37°27'09" 90°00'00" 6°19'36" 5°58'21" 65°58'38" 78°52'16" 65°44'40" RADIUS 100.00' 739.50' 593.00' 446.50' 100.00' 40.00' 40.00' 40.00' 40.00' 40.00' 61.00' 29.00' 29.00' 100.00' 100.00' 50.00' 52.00' 110.00' 749.50' 190.00' 200.00' 400.00' LENGTH 11.04' 77.09' 61.81' 46.54' 75.79' 62.83' 62.83' 62.83' 62.83' 62.83' 49.04' 40.82' 49.46' 54.49' 61.28' 32.68' 81.68' 12.15' 78.13' 218.79' 275.31' 458.98' CHORD BEARING S09°26'50"E S86°42'08"W N86°42'08"E N86°42'08"E N67°58'34"E N44°41'19"E S45°18'41"E N45°18'41"W S38°42'58"W S51°17'02"E N63°54'41"W S46°36'45"E N40°49'36"E S25°47'08"E S23°50'23"E S64°59'24"W S57°36'38"E S09°26'50"E N86°42'08"E N52°46'53"W N19°38'34"E S33°11'01"E CHORD 11.04' 77.05' 61.79' 46.52' 73.99' 56.57' 56.57' 56.57' 56.57' 56.57' 47.73' 37.54' 43.68' 53.82' 60.33' 32.10' 73.54' 12.14' 78.09' 206.90' 254.08' 434.21' LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 BEARING S44°41'19"W N45°18'41"W N44°41'19"E S39°00'07"E S38°42'58"W N45°18'41"W N44°41'19"E S51°17'02"E S38°42'58"W N45°18'41"W S51°17'02"E S38°42'58"W N44°41'19"E N38°42'58"E N67°00'16"W N38°42'58"E N51°17'02"W S38°42'58"W N51°17'02"W S38°42'58"W S51°17'02"E N38°42'58"E LENGTH 7.07' 7.07' 26.16' 31.35' 7.07' 7.07' 7.07' 7.07' 26.16' 26.16' 26.16' 7.07' 7.07' 28.28' 17.35' 14.14' 26.16' 7.07' 7.07' 28.28' 28.15' 7.07' LINE TABLE NO. L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L37 L39 L40 BEARING S51°17'02"E N45°18'41"W S58°03'30"E N06°17'02"W N51°17'02"W S89°41'19"W N06°17'02"W N51°17'02"W S83°42'58"W S70°12'26"W S23°56'39"W S31°56'30"W N89°41'19"E N89°41'19"E LENGTH 28.57' 7.07' 7.13' 25.09' 7.07' 2.89' 20.86' 7.07' 68.57' 10.00' 65.00' 7.02' 14.76' 16.30' STREET ALLEY 7' REAR YARD SETBACK 20' GARAGE SETBACK 10' BUILDING LINE 6' MINIMUM BUILDINGSEPARATION5' A.M.A.O.D.E.(SEE DETAIL NOTE)DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_FP.DWG PLOTTED BY BOOTH, PENNY 10/5/2022 5:05 PM LAST SAVED10/5/2022 3:34 PM Scale Drawn by 1" = 60' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500 GRAPHIC SCALE IN FEET 060 30 60 120 1" = 60'@ 24X36 NORTH NOT TO SCALEVICINITY MAP NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 4806120085K, for Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. OWNER: CARILLON PARC DEVELOPMENT PARTNERS, LP 161 SUMMIR AVENUE SOUTHLAKE, TX 76092 CONTACT: JOHN TERREL SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: ANDY DOBBS, R.P.L.S. PHONE: 972-770-1300 NOTES: 1. Area tables on Sheet 3. 2. All corners are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwise noted. 3.Notice: Selling a portion of this addition by metes and bounds is a violation of city subdivision ordinance and state platting statutes and is subject to fines and withholding of utilities and building permits. 4. Lots marked with a [ * ] are dedicated to the City of Southlake as parkland dedication or for the use as a City Library and possible multi-use/performance arts building(s). Vehicular and pedestrian public access will be provided to these facilities. Parkland dedication to be a minimum of 8 acres but not to exceed 9 acres for City of Southlake Park. Final location and design to be finalized with 380 agreement and final plat to be approved by City Council. 5. Detail Note: All zero setback lots shall have a 5' Private Maintenance, Drainage, Access, Wall Maintenance, and Aerial Overhang Easement on lot adjacent to the zero setback property line. 6. All alleys are private and include a Private Access, Drainage, and Utility Easement. 7. Lots marked with "X" are Home Owners Association lots. 8. Right-of-way dedication for turn lanes can extend into Lot 12X, Block A as required by Public Works/Engineering. ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: JOSEPH HORNISHER, P.E. PHONE: 972-770-1300 PCB/MGB 064514102 1 OF 3JAD MATCH LINE (SEE SHEET 2) LEGEND P.O.B. = POINT OF BEGINNING Δ = CENTRAL ANGLE A.M.A.O.D.E. = PRIVATE MAINTENANCE, DRAINAGE, ACCESS, WALL MAINTENANCE, AND AERIAL OVERHANG EASEMENT D.R.T.C.T. = DEED RECORDS OF TARRANT COUNTY, TEXAS O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS N.T.S. = NOT TO SCALE S.S.E. = SANITARY SEWER EASEMENT DETAIL SCALE 1"=60' Oct. 2022 FINAL PLAT CARILLON PARC ADDITION 79 SINGLE FAMILY LOTS 10 HOMEOWNERS' ASSOCIATION LOTS 21.9265 ACRES CASE NO. ZA22-0033 LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 40.00' STA T E H I G H W A Y 1 1 4 (A V A R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPELBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y ) CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLC INST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. 20' UTILITY EASEMENT INST. NO. D211080416 INST. NO. D211103647 O.P.R.T.C.T.WATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T.(63-F O O T W I D E R I G H T - O F - W A Y ) N83°42'58"E 24.24'N0°18'41"WS89°41'19"W 568.64'N83°42'58"E 265.50'C1S12°36'38"E183.55' C2 S83°42'58"W 99.07'145.50' 120.00'55.59'5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" BLOCK C BLOCK E 45.50'45.41'20.0'20.0'51.0'51.0'20.0' 20.0'25.5'25.5'STREET E (A 51' RIGHT-OF-WAY) 20' PRIVATE ALLEY 20' PRIVATEALLEY15' BUILDING LINE 15' BUILDING LINE 90.0'RIVERA LANE (A VARIABLE WIDTH RIGHT-OF-WAY) BLOCK G BLOCK G BLOCK G BLOCK F STREET G (A VAR IABLE W IDTHRIGHT-OF-WAY)STREET F(A VARIABLE WIDTHRIGHT-OF-WAY)5/8" IRFC "JACOBS" N66° 0 3 ' 2 1 " W 938. 9 8 ' N0°34'16"W 95.22' S89°27'53"W 13.90'N0°43'04"W456.67'S89°29'22"W 46.55'116.36'146.00'12.0'12.0'50.0 0 ' 2.55'123.74'30.00'30.00'X X 50' B U I L D I N G SET B A C K L I N E10' BUILDING SETBACK LINEVISIBILITY EASEMENT(BY THIS PLAT)S13°35'13"W 43.16' 10.40' 42.73'VISIBILITYEASEMENT(BY THIS PLAT)N14°24'58"W 42.07' 10.00'40.00'10' BUILDINGSETBACK LINE20' L A N D S C A P E B U F F E R (BY T H I S P L A T ) *BLOCK H ACC E S S P E R M I T T E D VOL. 1 2 5 4 5 , P G . 1 8 6 0 D.R. T . C . T . ACC E S S P E R M I T T E D VOL. 1 2 6 1 1 , P G . 1 5 0 D.R. T . C . T . IRSC 5/8" IRFC "C&B" 5/8" IRFC "JACOBS" ACC E S S P E R M I T T E D VOL. 1 4 0 9 4 , P G . 2 4 1 D.R. T . C . T . ACC E S S P E R M I T T E D VOL. 1409 4 , P G . 2 4 0 D.R. T . C . T . ACC E S S D E N I E D VOL. 1 4 0 9 4 , P G . 2 4 0 D.R. T . C . T . BRASS TXDOT DISK FOUND P.O.B. BRASS TXDOT DISK FOUND 10' BUILDINGSETBACK LINEVISI B I L I T Y E A S E M E N T BY T H I S P L A T 10.00' 33' WATER AND SANITARY SEWER EASEMENT (BY THIS PLAT) C 9 27.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'3 3 .5 4 '21.64' 8.58' 4 2 .5 0 ' L12 60.00' L2 1 L1 7 9.94' 25.09' L22 85.09'27.11' 452.64'ALLEY FALLEY C 7' REAR YARD SETBACK PEDESTRIAN ACCESS EASEMENT (BY THIS PLAT)N0°18'41"W725.92'N0°18'41"W502.90'RIVERA LANE(A VARIABLE W IDTH RIGHT-OF-WAY) 44.00'30.00'10.67'22.94' N33°11'58"W 67.59' 4 4 . 6 5 ' 322. 8 2 '10.0'10' UTILITY EASEMENT (BY THIS PLAT) 3 6 7 5 4 1 2 ∆=28°33'53" R=256.00' L=127.63' CB=S23°03'47"E C=126.31' ∆=23°50'20" R=244.00' L=101.52' CB=N25°25'33"W C=100.79' X 7' REAR YARD SETBACK 10' BUILDING LINE 87.00' L37 69.00' 64.49' N77°23'22"E 138.65' C1 8 65.97'46.00'46.00'46.00' S.S.E. (BY THIS PLAT) 111.00' 111.00' 111.00' 111.00'35.03'46.00'46.00'46.00'60.44' 18.44' 15 S89°41'19"W 452.64'C20 L31 L30 L29 L28 S83°42'58"W 153.12'L27 L26 C19 N12°36'38"W245.55' 3.30' N77°23'22"E 195.80' L25 CARILLON PARC DEVELOPMENT PARTNERS, LP INST. NO. D219259002 O.P.R.T.C.T. 486. 4 8 ' S13°30'22"E 33.31' 1 1 2 1 3 0.0914 ACRES 3,983 SQ. FT. 143.57' 50.0' 50.3'L33S66° 0 3 ' 2 1 " E 125.4 8 'C2 3S0°18'41"E228.97'S85°43'06"E 143.35' C 2 1 L32 C22116.24'112.73'2 6 8 . 5 2 ' 190.46'N0°18'41"W176.26'N85°43'06"W 35.11'N0°18'41"W123.83'∆=57°03'31" R=215.00' L=214.11' CB=N48°19'19"W C=205.37' S70°12'26"W 20.00' ∆=68°41'46" R=235.00' L=281.76' CB=N14°33'19"E C=265.18' ∆=21°30'50" R=365.00' L=137.05' CB=N55°17'56"W C=136.25' N66° 0 3 ' 2 1 " W 175. 7 8 'N23°56'39"E88.00'N66° 0 6 ' 1 5 " W 334. 9 9 ' N59°08'06"W 101.93' S80°05'31"E 41.23' N5 7 ° 4 0 ' 4 9 " W 83. 7 2 ' N66° 0 0 ' 2 3 " W 290. 9 9 ' S89°41'19"W 12.00' S0°18'41"E 43.00' 178.68' N3°58'21"E 81.51' N0°18'41"W 142.38'30.0'30.0'35.0'35.0' N61°1 7' 0 7" E 134.22'201.68'215.64' N89°41'19"E 105.04' 100.32' S89°25'52"W 104.48' S89°25'52"W 105.66' 13.99' 67.52' 7.97' 7.03' 15' S.S.E. (BY THIS PLAT) 7.52' 7.52' 3.40' 11.70'347.54'S84°28'48"E 99.92' N84°28'48"W 106.16' 13 6.1 3' 16.99' 15' S.S.E. (BY THIS PLAT)PROPOSED 15' S.S.E. INST. NO. _______________ O.P.R.T.C.T. 22.50' 21.38' ∆=46°24'12" R=30.00' L=24.30' CB=N22°53'25"E C=23.64'N0°18'41"W87.33'8.71'PROPOSED COMMON ACCESS, FIRE LANE, DRAINAGE, AND UTILITY EASEMENT INST. NO. _______________ O.P.R.T.C.T. PROPOSED S.S.E. COMMON ACCESS, FIRE LANE, DRAINAGE, AND UTILITY EASEMENT (BY THIS PLAT) STREET ALLEY 7' REAR YARD SETBACK 20' GARAGE SETBACK 10' BUILDING LINE 6' MINIMUM BUILDINGSEPARATION5' A.M.A.O.D.E.(SEE DETAIL NOTE)DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_FP.DWG PLOTTED BY BOOTH, PENNY 10/5/2022 5:05 PM LAST SAVED10/5/2022 3:34 PM Scale Drawn by 1" = 60' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500 GRAPHIC SCALE IN FEET 060 30 60 120 1" = 60'@ 24X36 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 4806120085K, for Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: ANDY DOBBS, R.P.L.S. PHONE: 972-770-1300 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: JOSEPH HORNISHER, P.E. PHONE: 972-770-1300 PCB/MGB 064514102 2 OF 3JAD MATCH LINE (SEE SHEET 1) NOT TO SCALEVICINITY MAP NORTH OWNER: CARILLON PARC DEVELOPMENT PARTNERS, LP 161 SUMMIR AVENUE SOUTHLAKE, TX 76092 CONTACT: JOHN TERREL Oct. 2022 LEGEND P.O.B. = POINT OF BEGINNING Δ = CENTRAL ANGLE A.M.A.O.D.E. = PRIVATE MAINTENANCE, DRAINAGE, ACCESS, WALL MAINTENANCE, AND AERIAL OVERHANG EASEMENT D.R.T.C.T. = DEED RECORDS OF TARRANT COUNTY, TEXAS O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS N.T.S. = NOT TO SCALE S.S.E. = SANITARY SEWER EASEMENT DETAIL SCALE 1"=60' NOTES: 1. Area tables on Sheet 3. 2. All corners are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwise noted. 3. Notice: Selling a portion of this addition by metes and bounds is a violation of city subdivision ordinance and state platting statutes and is subject to fines and withholding of utilities and building permits. 4. Lots marked with a [ * ] are dedicated to the City of Southlake as parkland dedication or for the use as a City Library and possible multi-use/performance arts building(s). Vehicular and pedestrian public access will be provided to these facilities. Parkland dedication to be a minimum of 8 acres but not to exceed 9 acres for City of Southlake Park. Final location and design to be finalized with 380 agreement and final plat to be approved by City Council. 5. Detail Note: All zero setback lots shall have a 5' Private Maintenance, Drainage, Access, Wall Maintenance, and Aerial Overhang Easement on lot adjacent to the zero setback property line. 6. All alleys are private and include a Private Access, Drainage, and Utility Easement. 7. Lots marked with "X" are Home Owners Association lots. 8. Right-of-way dedication for turn lanes can extend into Lot 12X, Block A as required by Public Works/Engineering. 9. See Sheet 1 for Line and Curve Tables. FINAL PLAT CARILLON PARC ADDITION 79 SINGLE FAMILY LOTS 10 HOMEOWNERS' ASSOCIATION LOTS 21.9265 ACRES CASE NO. ZA22-0033 LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS BLOCK B LOT NO. 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 27X ACRES 0.154 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.129 0.125 0.138 0.174 0.127 0.127 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.154 0.299 SQ. FT. 6,698 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,625 5,451 5,996 7,576 5,530 5,535 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 6,698 13,005 BLOCK C LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15X ACRES 0.163 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.130 0.126 0.161 0.395 SQ. FT. 7,081 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,671 5,482 7,031 17,187 BLOCK D LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24X 25X 26X ACRES 0.116 0.154 0.139 0.121 0.121 0.121 0.121 0.121 0.154 0.121 0.155 0.154 0.121 0.121 0.121 0.121 0.121 0.119 0.119 0.119 0.119 0.119 0.158 0.139 0.154 0.344 SQ. FT. 5,060 6,699 6,062 5,280 5,280 5,280 5,280 5,280 6,710 5,280 6,746 6,725 5,280 5,280 5,280 5,280 5,280 5,170 5,170 5,170 5,170 5,170 6,887 6,068 6,697 14,976 BLOCK A LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12X 13X 14X ACRES 0.154 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.141 0.191 0.566 0.362 0.022 SQ. FT. 6,712 5,060 5,060 5,060 5,060 5,060 5,060 5,060 5,060 6,134 8,312 24,668 15,749 962 BLOCK E LOT NO. 1 2 3 4 5 6X 7X ACRES 0.150 0.117 0.117 0.117 0.145 0.224 0.239 SQ. FT. 6,537 5,106 5,106 5,106 6,331 9,775 10,416 BLOCK H LOT NO. 1 ACRES 0.493 SQ. FT. 21,494 BLOCK F LOT NO. 1 ACRES 0.568 SQ. FT. 24,747 BLOCK G LOT NO. 1 2 3 ACRES 0.476 0.672 0.435 SQ. FT. 20,740 29,289 18,936 DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_FP.DWG PLOTTED BY BOOTH, PENNY 10/5/2022 5:05 PM LAST SAVED10/5/2022 3:34 PM Scale Drawn by PCB/MGBNA Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500 JAD 064514102 3 OF 3 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: JOSEPH HORNISHER, P.E. PHONE: 972-770-1300 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: ANDY DOBBS, R.P.L.S. PHONE: 972-770-1300 SURVEYOR’S STATEMENT I, J. Andy Dobbs, a Registered Professional Land Surveyor, licensed by the State of Texas, affirm that this plat was prepared under my direct supervision, from recorded documentation, evidence collected on the ground during field operations and other reliable documentation; and that this plat substantially complies with the Rules and Regulations of the Texas Board of Professional Engineering and Land Surveying, and in accordance with the subdivision regulations of the City of Southlake, Texas. Dated this the __________ day of ____________________, 20____. _______________________________________ J. ANDY DOBBS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6196 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 (972) 770-1300 andy.dobbs@kimley-horn.com STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared J. Andy Dobbs, known to me to be the person whose name is subscribed to the above and foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein expressed and in the capacity therein states and as the act and deed of said corporation. Given under my hand and seal of office this the ______ day of _____________________, 2022. ________________________________ Notary Public Commission expires:_______________ PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared J. Andy Dobbs known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____________ day of _____________________________ 20___. _______________________________________ Notary Public in and for the State of Texas ________________________________________ Printed Name CERTIFICATE OF APPROVAL APPROVED on this the ________day of ____________, 20____, by the City Council, City of Southlake, Texas. ____________________________________ Mayor _____________________________________ City Secretary APPROVED BY THE PLANNING & ZONING COMMISSION Date: ____________________ Chairman: _____________________________________________ City Secretary: _______________________________________ STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared _______________________________ known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____________ day of ______________________ 20___. _______________________________________ Notary Public in and for the State of Texas ________________________________________ Printed Name NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That CARILLON PARC DEVELOPMENT PARTNERS, LP, acting by and through the undersigned, its duly authorized agent, do hereby adopt this plat designating the herein above property as __________, an addition to the City of Southlake, Tarrant County, Texas and do hereby dedicate the rights of way, and easements shown thereon to the public's use unless otherwise noted. This plat does not alter or remove existing easements shown thereon to the public's use unless otherwise noted. This plat does not alter or remove existing deed restrictions or covenants, if any, on this property. WITNESS MY HAND at _________________________________, this the ________________ day of ___________________ 20___. CARILLON PARC DEVELOPMENT PARTNERS, LP, By: ____________________________ By:______________________________ Title OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF TARRANT § BEING a tract of land situated in the Larkin H Chivers Survey, Abstract No. 300, City of Southlake, Tarrant County, Texas and being all of a tract of land described as "Tract 1," "Tract 2," and "Tract 3" in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP, recorded in Instrument No. D219259002, Official Public Records, Tarrant County, Texas, and being all of a tract of land described in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP, recorded in Instrument No. D219259003, of said Official Public Records and being all of a tract of land described in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP, recorded in Instrument No. D219259004, of said Official Public Records and being more particularly described as follows: BEGINNING at a brass TxDOT disk found at the south end of a right-of-way corner clip located at the intersection of the north right-of-way line of State Highway No. 114 (a variable width right-of-way) with the east right-of-way line of White Chapel Boulevard (a variable width right-of-way); THENCE with said right-of-way corner clip, North 33°11'58" West, a distance of 67.59 feet to a brass TxDOT disk found for corner at the north end of said corner clip; THENCE with said east right-of-way line of White Chapel Boulevard, the following courses and distances: North 0°34'16" West, a distance of 95.22 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 89°27'53" West, a distance of 13.90 feet to a 5/8" iron rod with “C&B" cap found for corner; North 0°43'04" West, a distance of 456.67 feet to a 5/8" iron rod with “Jacobs" cap found for corner; THENCE departing said east right-of-way line of White Chapel Boulevard, South 89°29'22" West, a distance of 46.55 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner in the approximate centerline of said White Chapel Boulevard; THENCE with said approximate centerline of White Chapel Boulevard, North 0°18'41" West, a distance of 725.92 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner in the south right-of-way line of East Kirkwood Boulevard (a variable width right-of-way), the following courses and distances: North 89°41'19" East, a distance of 64.76 feet to a 5/8" iron rod found for corner; North 44°26'49" East, a distance of 28.31 feet to a 5/8" iron rod with “Jacobs" cap found for corner; North 89°24'03" East, a distance of 338.61 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a tangent curve to the left having a central angle of 5°41'05", a radius of 1048.00 feet, a chord bearing and distance of North 86°33'30" East, 103.94 feet; In a northeasterly direction, with said curve to the left, an arc distance of 103.98 feet to a 5/8" iron rod with “Jacobs" cap found for corner; North 83°42'58" East, a distance of 471.23 feet to a 5/8" iron rod with “Jacobs" cap found at the north end of a right-of-way corner clip at the intersection of said south right-of-way line of East Kirkwood Boulevard and the west right-of-way line of Riviera Drive (a variable width right-of-way); THENCE with said corner clip, South 51°17'02" East, a distance of 28.28 feet to a 5/8" iron rod with “Jacobs" cap found for corner in said west right-of-way line of Riviera Drive; THENCE with said west right-of-way line of Riviera Drive, the following courses and distances: South 6°17'02" East, a distance of 675.59 feet to a 5/8" iron rod with “Jacobs" cap found for corner; North 83°42'58" East, a distance of 24.24 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a non-tangent curve to the left having a central angle of 28°33'53", a radius of 256.00 feet, a chord bearing and distance of South 23°03'47" East, 126.31 feet; In a southeasterly direction, with said curve to the left, an arc distance of 127.63 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a reverse curve to the right having a central angle of 23°50'20", a radius of 244.00 feet, a chord bearing and distance of South 25°25'33" East, 100.79 feet; In a southeasterly direction, with said curve to the right, an arc distance of 101.52 feet to a 5/8" iron rod with “Jacobs" cap found for corner; South 13°30'22" East, a distance of 33.31 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; THENCE departing said west right-of-way line of Rivera Drive, the following courses and distances: North 58°03'30" West, a distance of 7.13 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 77°23'22" West, a distance of 195.80 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 12°36'38" West, a distance of 245.55 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner at the beginning of a tangent curve to the right with a radius of 110.00 feet, a central angle of 06°19'36", and a chord bearing and distance of North 09°26'50" West, 12.14 feet; In a easterly direction, with said tangent curve to the right, an arc distance of 12.15 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 06°17'02" West, a distance of 25.09 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 51°17'02" West, a distance of 7.07 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 83°42'58" West, a distance of 153.12 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 89°41'19" West, a distance of 2.89 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 06°17'02" West, a distance of 20.86 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 51°17'02" West, a distance of 7.07 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 83°42'58" West, a distance of 68.57 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner at the beginning of a tangent curve to the right with a radius of 749.50 feet, a central angle of 05°58'21", and a chord bearing and distance of South 86°42'09" West, 78.09 feet; In a northerly direction, with said tangent curve to the right, an arc distance of 78.13 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 89°41'19" West, a distance of 452.64 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 00°18'41" East, a distance of 176.26 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 85°43'06" East, a distance of 35.11 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 00°18'41" East, a distance of 123.83 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner at the beginning of a non-tangent curve to the right with a radius of 215.00 feet, a central angle of 57°03'31", and a chord bearing and distance of South 48°19'19" East, 205.37 feet; In a southeasterly direction, with said non-tangent curve to the right, an arc distance of 214.11 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; North 70°12'26" East, a distance of 20.00 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner at the beginning of a non-tangent curve to the right with a radius of 235.00 feet, a central angle of 68°41'46", and a chord bearing and distance of South 14°33'19" West, 265.18 feet; In a southwesterly direction, with said non-tangent curve to the right, an arc distance of 281.76 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner at the beginning of a non-tangent curve to the left with a radius of 365.00 feet, a central angle of 21°30'50", and a chord bearing and distance of South 55°17'56" East, 136.25 feet; In a southeasterly direction, with said non-tangent curve to the left, an arc distance of 137.05 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 66°03'21" East, a distance of 175.78 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 23°56'39" West, a distance of 88.00 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 66°06'15" East, a distance of 334.99 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 59°08'06" East, a distance of 101.93 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner in the north line of said State Highway No.114; THENCE with said north right-of-way line, North 66°03'21" West, a distance of 938.98 feet to the POINT OF BEGINNING and containing 955,120 square feet or 21.9265 acres of land. Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. OWNER: CARILLON PARC DEVELOPMENT PARTNERS, LP 161 SUMMIR AVENUE SOUTHLAKE, TX 76092 CONTACT: JOHN TERREL Oct. 2022 FINAL PLAT CARILLON PARC ADDITION 79 SINGLE FAMILY LOTS 10 HOMEOWNERS' ASSOCIATION LOTS 21.9265 ACRES CASE NO. ZA22-0033 LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVISIONSNo.DATESHEET NUMBERPROJECT NO.DATEDRAWN BY SCALE DESIGNED BY CHECKED BY  E DAVIS STREET SUITE  MCKINNEY TE;AS  PHONE   WWW.KIMLEYHORN.COM PD) JRK AS SHOWN ‹  KIMLEYHORN AND ASSOCIATES INC....................CITY O) SOUTHLAKE TE;AS PD) TE;AS REGISTERED ENGINEERING )IRM ) CARILLON PARC FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245810/04/2022L1.00TREE INVENTORY /////////////////////8"W8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSSSSSSSSSSSSSSESGTTWWGFFGGFFWWGGFFGGSDSFFFGGFGFFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE D20"W20"W20"W20"W20"W20"W20"W20"W20"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"W20"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS20"W 20"W20"W 20"W FLFLFLFLFLFLFL FL FLFL FLFL EXISTING TREEEXTENTS TO SAVE10812512129121081012111112800180028003800480058006800780088009801080118012801380148015801680178018801980208022802380248028802980318032803380348035803980408041804280438044804580468047804880498123812481258126812781288129813081318132813381348135813681378138813981408141814281438144814881498150815181528153815481558156815781668167816881698170837783848401840284038404840584068407840884098410841184128413841484158416841784188419842084218422842384248426842784288429843084318432843384348809MATCHLINEMATCHLINELX.01LX.02MATCHLINEMATCHLINELX.01LX.02S6°17'02"E 274.67' PROPERTY LINE S6°17'02"E 400.92' PROPERTY LINE N83°42'58"E24.24'PROPERTY LINEL=127.628,R=256.000PROPERTYLINEL=101.521,R=244.000PROPERTYLINES13°30'22"E 490.14' PROPERTY L I N E L=25.203, R=81.500PROPERTY LINES54°16'04"W13.76'PROPERTY LINEL=20.113, R=531.500PROPERTY LINEL=97.486, R=468.500PROPERTY LINES23° 5 6 ' 3 9 " W 451. 3 9 ' PRO P E R T Y L I N EN66°03'21"W346.15'PROPERTY LINEN66°03'21"W441.70'PROPERTY LINEN66°03'21"W402.50'PROPERTY LINEN33°11'58"W67.59'PROPERTY LINEN0°34'16"W95.22'PROPERTY LINES89°27'53"W13.90'PROPERTY LINEN0°42'59"W 132.43' PROPERTY LINE N0°43'06"W 268.53' PROPERTY LINE N0°43'05"W55.72'PROPERTY LINES89°29'22"W46.55'PROPERTY LINEN0°18'41"W 725.92' PROPERTY LINE N89°41'19"E64.76'PROPERTY LINEN44°26'49"E28.31'PROPERTY LINEN89°24'03"E338.61'PROPERTY LINEL=103.980,R=1048.000PROPERTYLINEN83°42'58"E471.23'PROPERTY LINES51°17'02"E28.28'PROPERTY LINEWATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T.20' UTILITY EASEMENTINST. NO. D211080416INST. NO. D211103647O.P.R.T.C.T.SOUTHLAKE JOINTVENTURE, LLCINST. NO. D217205606O.P.R.T.C.T.CARILLON COURT(63-FOOT WIDE RIGHT-OF-WAY)PALLADIAN DRIVE(90-FOOT WIDE RIGHT-OF-WAY)CARILLON PHASE 2A-1INST. NO. D213015134P.R.T.C.T.CARILLON PHASE 2A-2INST. NO. D213015133P.R.T.C.T.MONTE CARLO DRIVE(51-FOOT WIDE RIGHT-OF-WAY)CARILLON PHASE 1AINST. NO. D211101073P.R.T.C.T.RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)OPEN SPACECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USECARILLON PHASE 1AINST.NO. D211101073P.R.T.C.T.OPEN SPACECITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USEE. KIRKLAND BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)THE SHIVERS FAMILYPARTNERSHIP, LTD.VOL. 13218, PG. 461D.R.T.C.T.10' UTILITY EASEMENTINST. NO. D211080420O.P.R.T.C.T.SUMMIT QI PROPERTIES, LLCINST. NO. D216078196O.P.R.T.C.T.WHITE CHAPEL BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)TRACT 2BRIAN ZVONECEKINST. NO. D204133485O.P.R.T.C.T.HOPKINS DALLASPROPERTIES, LTD.INST. NO. D201201397O.P.R.T.C.T.FRANCIS SHIVERSINST. NO. D212271966O.P.R.T.C.T.STATE HIGHWAY 114(A VARIABLE WIDTH RIGHT-OF-WAY)\\\\\\\\ \\\\\\\\\\ \\ \\\\\\\\ \ \\\\\ \\LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKREVISIONSNR.DATESHEET NUMBERPROJECT NO.DATEDRAWN BY SCALE DESIGNED BY CHECKED BY 260 E DAVIS STREET SUITE 100, MCKINNEY, TEXAS 75069 PHONE: (469) 301-2599 WWW.KIMLEY-HORN.COM PDF JRK AS SHOWN © 2022 KIMLEY-HORN AND ASSOCIATES, INC.10/04/2022064514100CITY OF SOUTHLAKE, TEXAS PDF TEXAS REGISTERED ENGINEERING FIRM F-928 CARILLON PARC FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245810/04/2022OVERALL TREE CONSERVATION PLANAScale: 1" = 50'-0"0'100'200'Scale: 1" = 100'-0"NORTHL1.01OVERALL TREE CONSERVATION PLAN EXISTING TREE TO REMAINTREE PROTECTION FENCINGTREE TO BE SAVED4' HT. PROTECTIONFENCING, TO BELOCATED AT LIMIT OFGRADING AROUNDEXISTING VEGETATIONSYMBOL LEGEND:EXISTING TREE TO BE REMOVEDNOTES:1. REFER TO TREE INVENTORY DOCUMENT FOR DETAILED INFORMATION ABOUTPROTECTED TREES: SPECIES, HEALTH, AND CALIPER MEASUREMENT.2. AREAS OF EXISTING TREES WHICH HAVE BEEN INVENTORIED ARE COMPRISEDOF THE GENERAL SPECIES AND CALIPER SIZES PROVIDED BELOW:3. GENERAL SPECIES DISTRIBUTION FOR PROTECTED TREES:-POST OAK:44%-CEDAR ELM:19%-HACKBERRY:12%-EASTERN RED CEDAR:11%-GUM BUMELIA:8%- OTHER:6%4. AVERAGE DBH CALIPER MEASUREMENT ACROSS THE PROPERTY IS 11"-13".5. TREE PRESERVATION ORDINANCE 585-D IS THE CONTROLLING ORDINANCEFOR THIS PROJECT.CITY OF SOUTHLAKE ENVIRONMENTAL RESOURCE PROTECTION MAPENVIRONMENTAL RESOURCEPROTECTION ZONE (ERP)TREE COVER OR OPENSPACE TO BE PRESERVEDWHEN APPROPRIATELIMIT OF DISTURBANCETOTAL EXISTING CANOPYTOTAL CANOPY REMOVEDTOTAL CANOPY PRESERVED / MARGINAL22705157856950 30.6%69.5%100.0%*REF. PRELIMINARY PLAT FOR OVERALL CAMPUS TREE SURVEYTREE MITIGATION SUMMARY* RIDGECREST DRCT N WHITE CHAPEL BLVDS H 114 C O U N TR Y S I D E C T RAVENAUX CARROLL MEADOWS CT S H 114IDLEWILD CTSTOCKTON D RE DOVE RD E DOVE RD DENVERDRCASTLECAST LE R O C K D R ROCKDURANGOASPENRIDGEDR E DOVE RDN WHITE CHAPEL BLVDBOULDER S H 1 1 4 S H 114 CHEYENNEPARKLNS I L V E R T O N ST VAILRDSILVERTON ST RAVENAUX DR W DOVE RD B R E N TWOODCIR BLACK FORESTBLACK FOREST FOX GLENN ESTESPARKDRBOULDER DRVAILRDKEYST O NEDRKEYSTONE DR BEAVERCREEKLNCT CT CT B O U L D E R D RCANYONPARKDRCA N YONPARKDRBRENTWOOD CIR CANYON PARKST. TROPEZ DR E K I R K W O O D B L V D RIVIERA LNORLEANS DR ST. PHILIP AVEMONET DRMONTE CARLO DRE KIRKWOOD BLVD M O N T E C A R L O D R P A L L A D IA N B L V D L O U IS E L N M O N T P E L IE R D RLE MANS LNCARILLON CT ORLEANS DRE KIRKWOOD BLVDLAKE CARILLON LNSO UTHM ONT DRGIVERNY LNCHEYENNE PARK LNOAK BEND CTLA SALLE LNLAKE CARILLON LNBLVDLAFITE LNMONTROSE LN GI V E R N Y L N RH O N E L A S A L L E PYRENEES DR DELACROIX DR ROCHELLE DRRHONE LNCHAMPAGNE DR PRIMROSE LN (PVT)W KIRKWOOD BLVDWKI RK WO O D B L V DM U R P H Y D R METAIRI EL N CLEARY CTWHEELER DRVicinity Map ® 0 18036090Feet Carillon Parc ZA 22-0053 M E M O R A N D U M To: City Council From: Dennis Killough, AICP – Director of Planning & Development Services Date: October 31, 2023 Subject: Ordinance No. 1075-D, Amendments to the City of Southlake Mobility Master Plan, an Element of the Southlake Comprehensive Plan. Action Requested: Consider 1st reading approval of the proposed amendments to the Mobility Master Plan. Background Information: The Mobility Master Plan is an element of the Southlake Comprehensive Plan. The comprehensive plan reflects the community’s values and serves as a blueprint for Southlake’s future in terms of the prioritization of capital projects, resource allocation and program establishment. More specifically, the comprehensive plan establishes a framework to coordinate the city’s activities and to guide the city’s decision-making for the next 20 years. As such, the comprehensive plan and its components are updated on a regular basis. The Mobility Master Plan addresses the transportation systems of the city and guides transportation investments. It is multimodal – that is, it addresses mobility needs for vehicles, bicycles, and pedestrians. It identifies the future transportation network that will be needed to serve the projected population and employment growth and increased travel demand. The Plan identifies policies, programs and projects for implementation and development and guides funding decisions. The current Mobility Master Plan was adopted in December 2021. Although the Mobility Master Plan is on a 4-year review cycle per City Charter, amendments may be made more frequently if needed. The primary purpose of this amendment is to add the “C2U” 2-Lane Undivided Collector thoroughfare classification to Mustang Ct. and Southwestern St., with Southwestern St. extending to Brumlow Ave., on the Master Thoroughfare Map. This recommendation is the result of several months of review of the Mustang Ct./Southwestern St./Brumlow Ave. area to consider possible traffic solutions to improve efficiency and safety for existing and future land uses. The proposed map change allows Southlake to continue pursuing traffic solutions in the area and to seek funding for those solutions. In addition, the following document changes are also proposed to ensure the Mobility Master Plan is as current as possible. Document page numbers are provided where applicable. • Minor editorial revisions to include changing “Southlake 2035” to “Southlake Comprehensive Plan” throughout the document, updating demographics data from the 2010 Census to the 2020 Census, and updating Citizen Survey information from the 2019 Survey to the 2021 Survey. • Removing Objective 3.5: “Develop a program to encourage the dedication of easements for pathway construction in accordance with the sidewalk priority plan and Capital Improvements Plan.” (Page 6) This objective is recommended for removal because this program has already been developed (Sidewalk Partnership Program). • Removing priorities from recommendations (starting on Page 72). The purpose of this change is to shift the focus of the comprehensive plan to goals and objectives rather than specific projects. Priorities will be assessed annually and implemented through the Capital Improvements Program (CIP) and department work plans. o Associated maps are also being updated to remove references to specific priorities. The original priority maps will be retained internally for CIP and work plan purposes and updated accordingly. • Removing completed projects from the Thoroughfare Plan Recommendations table and associated map o Removing MT8 – North White Chapel improvements from Emerald to SH 114 (Page 72). o Removing MT13 – S. Carroll Ave. widening from Breeze Way to F.M. 1709 (Page 73). o Removing MT35 – Traffic Management Options (Page 75). • Removing Intersection Capacity Improvement Recommendations as they are highly specific and will be addressed through the Public Works Department’s work plan (Page 80). • Clarifying the definition of “Future Sidewalks” to reflect current usage and adding definitions for “Future Equestrian/Hike” and “Future Natural” as they are shown on the Pathways Map but are not defined (Page 59). o Future Sidewalks – Recommended sidewalks that are 6 feet less than 8 feet in width. o Future Equestrian/Hike – Pathways that may vary in width depending on site conditions and user needs. They are preferred to be natural surface for hiking and/or horseback riding but may be concrete or asphalt depending on site conditions. o Future Natural – Pathways less than 8 feet in width that are preferred to be natural surface but may be concrete or asphalt depending on site conditions. Financial Considerations: None. Any recommendations requiring funding resulting from the approval of this plan will be considered during the review of the Capital Improvements Program (CIP) and departmental work plans. Citizen Input: A SPIN Meeting was held on October 10, 2023. Six notices were sent to the property owners immediately adjacent to the location of the proposed “C2U” designation for Southwestern St. and Mustang Ct. In addition, the draft Mobility Master Plan is posted on the Mobility Master Plan webpage. Corridor Planning Committee: This item was presented to the Corridor Planning Committee on October 23, 2023. Planning & Zoning Commission: October 19, 2023; Approved (7-0). City Council: Alternatives: Recommend modifications to the proposed Mobility Master Plan or move forward and approve the Mobility Master Plan as presented. Attachments: Ordinance No. 1075-D Draft Mobility Master Plan Draft Thoroughfare Plan Map SPIN Meeting Report Corridor Planning Committee Meeting Report Presentation Staff Contacts: Jenny Crosby (817) 748-8195 Dennis Killough (817) 748-8072 ORDINANCE NO. 1075-D AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS, AMENDING THE ADOPTED MOBILITY MASTER PLAN OF THE CITY OF SOUTHLAKE UNDER ORDINANCE NO. 1075, AS AMENDED, AS AN ELEMENT OF THE SOUTHLAKE COMPREHENSIVE PLAN TO INCLUDE THE ADDITION OF THE “C2U” 2-LANE UNDIVIDED COLLECTOR THOROUGHFARE CLASSIFICATION TO MUSTANG CT. AND SOUTHWESTERN ST. AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Southlake, Texas is a home rule city acting under its charter adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, Section 11.05 of the Southlake City Charter provides for the adoption and updating of a Comprehensive Master Plan and its components, including the Master Thoroughfare Plan (known as the Mobility Master Plan); and WHEREAS, the City Council has deemed that the recommendations in the Mobility Master Plan herein reflect the community’s desires for the future development of the City’s thoroughfares, sidewalks, and other transportation methods, NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS: SECTION 1 Pursuant to Section 11.05 of the Southlake City Charter, the Comprehensive Master Plan, of which the Mobility Master Plan is a component, may be submitted in whole or in part from time to time to the Council for their adoption, accompanied by a recommendation by the Planning and Zoning Commission, and shall contain a planning consideration for a period of at least ten (10) years. The Mobility Master Plan is noted by written description in Exhibit “B”. SECTION 2 The different elements of the Comprehensive Master Plan, as adopted and amended by the City Council from time to time, shall be kept on file in the office of the City Secretary of the City of Southlake, along with a copy of the minute order of the Council so adopting or approving same. Any existing element of the Comprehensive Master Plan which has been heretofore adopted by the City Council shall remain in full force and effect until amended by the City Council as provided herein. SECTION 3 This ordinance shall become effective on the date of approval by the City Council and subject to the City Council motion as indicated on Exhibit “A”. PASSED AND APPROVED on the 1st reading the 7th day of November, 2023. CITY OF SOUTHLAKE By: ______________________________ John Huffman, Mayor ATTEST: _________________________________ Amy Shelley City Secretary PASSED AND APPROVED on the 2nd reading the 5th day of December, 2023. CITY OF SOUTHLAKE By: ______________________________ John Huffman, Mayor ATTEST: _________________________________ Amy Shelley City Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ City Attorney City of Southlake, Texas EXHIBIT A (Reserved for Council Motion) EXHIBIT B (Reserved for Mobility Master Plan) Southlake Corridor Planning Committee Meeting Report Meeting 45 – October 23, 2023 MEETING LOCATION: 1400 Main St., Southlake, Texas 76092 City Council Chambers IN ATTENDANCE: • City Council Members: Shawn McCaskill, Amy Torres-Lepp, Kathy Talley, Randy Robbins • Planning & Zoning Commission Members: Daniel Kubiak, Austin Reynolds, Gina Phalen • Park Board Member: Frances Scharli • City Staff: Dennis Killough, Jenny Crosby, Reagan Rothenberger, Madeline Prater AGENDA ITEMS: 1. Call to Order. 2. Administrative Comments. 3. Review, discuss and make recommendations for a proposed car wash and a future retail building located at 101 N. Pearson Lane. 4. Review, discuss and make recommendations on a proposed Continuing Care Retirement Community located on approximately 21 acres at 300 - 684 Davis Blvd. 5. Review, discuss and make recommendations on proposed amendments to the City of Southlake Mobility Master Plan (Ordinance No. 1075-D), an element of the Southlake Comprehensive Plan. 6. Adjournment. MEETING OVERVIEW: On October 23, 2023 the Southlake Corridor Planning Committee held their forty-fifth meeting. The Committee was sent a packet of materials prior to the meeting that were to be discussed during the session. A meeting agenda was posted, and the meeting time was advertised on the City’s website. The following meeting report focuses on discussion points made during the meeting by members of the Committee, public and City staff. This report is neither verbatim nor does it represent official meeting minutes; rather it serves to inform elected and appointed officials, City staff, and the public of the issues and questions raised by the Committee, City staff, and any attendees of the meeting. Interested parties are strongly encouraged to follow development cases through the process. Please visit CityofSouthlake.com/Planning for more information. Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 3 ITEM #5 DISCUSSION – Review, discuss and make recommendations on proposed amendments to the City of Southlake Mobility Master Plan (Ordinance No. 1075-D), an element of the Southlake Comprehensive Plan. Staff presentation: Jenny Crosby • Primary revision with this proposed plan is the addition of a 2 -lane undivided collector street that aligns with Mustang Ct. and Southwestern St. and extend to Brumlow Ave. o 60 ft right-of-way • This collector would provide an additional access point for several of the heavy industrial sites, including the tank farm and warehouse facilities that are under construction, and the future Southlake Public Works Operations Center. • Additional Updates: o Updated Southlake 2035 to Southlake Comprehensive Plan throughout o Updated demographics to reflect 2020 Census. o Updated Citizen Survey information to 2021 survey data o Removed completed projects from recommendation lists. o Removed priorities from recommendations. ▪ Shifting focus to goals and objectives ▪ Priorities will be assessed annually and implemented through the Capital Improvements Program (CIP) and department work plans. ▪ Associated maps will be updated to remove references to specific priorities. • Clarifies definitions for Future Sidewalks, Future Equestrian/Hike, and Future Natural Pathways o Pathway – Any sidewalk or trail intended primarily for walking, running, hiking, and/or horseback riding. o Existing Sidewalks – Built sidewalks that are 6 feet or less in width. o Existing Multi-Use – Built sidewalks that are 8 feet or more in width. Although these sidewalks are intended primarily for pedestrians, they may also accommodate low speed cyclists and other similar users. o Existing Equestrian/Hike – Built trails and sidewalks, primarily located within City parks. These pathways vary in width depending on site conditions and user needs. They may be concrete, asphalt or natural surface and are intended primarily for hiking and/or horseback riding. o Future Sidewalks – Recommended sidewalks that are 6 feet less than 8 feet in width. Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 4 o Future Multi-Use – Recommended sidewalks that are 8 feet or more in width. Although these sidewalks are intended primarily for pedestrians, they may also accommodate low speed cyclists and other similar users. o Future Equestrian/Hike – Pathways that may vary in width depending on site conditions and user needs. They are preferred to be natural surface for hiking and/or horseback riding but may be concrete or asphalt depending on site conditions. o Future Natural – Pathways less than 8 feet in width that are preferred to be natural surface but may be concrete or asphalt depending on site conditions. o Park Connection Recommendations – Planned sidewalks or trails within or adjacent to City parks. These pathways may be concrete, asphalt or natural surface and vary in width. Additional information on these sidewalks and trails may be found in the Parks, Recreation, & Open Space Master Plan. Questions for staff by the Committee: N/A Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 5 STAFF PRESENTATION SHOWN TO COMMITTEE: Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 6 Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 7 Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 8 Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 9 Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 10 Southlake Corridor Planning Committee Item #5 – Mobility Master Plan Meeting #45 – October 23, 2023 Page 11       City of Southlake  Mobility Master Plan  An Element of the Southlake  Comprehensive Plan        Adopted by Southlake City Council   Ordinance No. 1075‐CD  December 7, 2021  DRAFT 10‐11‐2023     Prepared by  Planning & Development Services Department  and  Public Works Department          EXHIBIT B  ACKNOWLEDGEMENTS    SOUTHLAKE CITY COUNCIL PLANNING & ZONING COMMISSION  John Huffman  Mayor  Daniel Kubiak  Chairman  Shawn McCaskill  Mayor Pro Tem  Michael Forman  Vice Chairman  Kathy Talley  Deputy Mayor Pro Tem – Place 1 Austin Reynolds  Randy Robbins  Place 2 Gina Phalen  Ronell Smith  Place 4 Michael Springer  Amy Torres‐Lepp  Place 5 Stacy Driscoll  Randy Williamson  Place 6 Lora Gunter    CITY STAFF    Rob Cohen, P.E.  Director of Public Works  Shana K. Yelverton  City Manager  Kevin Ferrer, P.E.  Deputy City Engineer  Alison Ortowski  Assistant City Manager  Jeff Ginn, P.E.  Deputy City Engineer  Dennis Killough, AICP  Director of Planning & Development Services  Bryan Ahumada  Civil Engineer  Jennifer Crosby, AICP  Deputy Director of Planning & Development Services  Patrick Whitham  GIS Analyst                        TABLE OF CONTENTS    1 INTRODUCTION    IMPORTANCE OF TRANSPORTATION PLANNING 1   RELATIONSHIP TO SOUTHLAKE’S STRATEGIC MANAGEMENT SYSTEM 2   PURPOSE AND RELATIONSHIP TO THE COMPREHENSIVE PLAN 3   Exhibit 1: City of Southlake Strategy Map 4   GOALS & OBJECTIVES OF THE MOBILITY MASTER PLAN 5  8 BACKGROUND    LOCATION, CHARACTER & RESOURCES 8   DEMOGRAPHICS 9   MASTER PLAN DEVELOPMENT PROCESS AND PUBLIC INVOLVEMENT 13  14 THOROUGHFARES    REGIONAL TRENDS 16   FUNCTIONAL ROADWAY CLASSIFICATIONS  17   STREET DESIGN STANDARDS  22   Exhibit 2: Master Thoroughfare Plan 29   INTERSECTION STUDIES 30   TRAFFIC CALMING MEASURES 33   STREET LIGHTING STANDARDS 38   ILLUMINATED STREET SIGNAGE 39   ACCESS MANAGEMENT 39   MAP 40   THOROUGHFARE PLAN RECOMMENDATIONS (SEE APPENDIX)   41 ACTIVE TRANSPORTATION    ACTIVE TRANSPORTATION PLANNING 41   HISTORY OF ACTIVE TRANSPORTATION IN SOUTHLAKE 41   REGIONAL PLANNING 42   MOVING FORWARD 43   BICYCLE FACILITIES 45   Exhibit 3: Bicycle Facility Master Plan 50   BICYCLE FACILITY MASTER PLAN RECOMMENDATIONS (SEE APPENDIX)    SIDEWALK FACILITIES 51   Exhibit 4: Pathways Master Plan 54   SIDEWALK CONSTRUCTION PRIORTY LIST (SEE APPENDIX)    ACTIVE TRANSPORTATION POLICY RECOMMENDATIONS (SEE APPENDIX)    CROSSWALKS 55  58 IMPLEMENTATION, PRIORITIZATION AND EVALUATION    PLAN IMPLEMENTATION 58   PRIORITIZATION SCHEDULE 58  59 APPENDIX A: Level of Service (LOS) Descriptions 59  61 APPENDIX B: South Village Center Drive Guidelines 61  65 APPENDIX C: Summary of all Southlake 2035: Mobility Master      Plan Recommendations 65    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted December __________ [SOUTHLAKE COMPREHENSIVE PLAN] 1  INTRODUCTION    Continental Boulevard    One of the most important issues for Southlake citizens is transportation.  Transportation is vital to the quality  of life and economic viability of the community.  The City of Southlake Mobility Master Plan is a  comprehensive plan for transportation systems that will serve the mobility needs of residents, businesses, and  visitors and will guide transportation investments.  It is multimodal – that is, it addresses mobility needs for  vehicles, bicycles and pedestrians.  The purpose of the Mobility Plan is to identify the transportation needs of  the City.  It identifies the future transportation network that will be needed to serve the projected population  and employment growth and increased travel demand.  The Plan identifies policies, programs and projects for  implementation and development and guides funding decisions.  The Plan is divided into the following  sections:  1. Introduction  2. Background  3. Thoroughfares  4. Active Transportation  5. Implementation, Prioritization and Evaluation      IMPORTANCE OF TRANSPORTATION PLANNING    The transportation system forms one of the most visible and permanent elements of a community.  Accordingly, the Mobility Plan establishes the framework for the community’s growth and development and,  along with the Future Land Use Plan, forms a long‐range statement of public policy. By incorporating  programmed land uses and densities of the Future Land Use Plan, strategies can be developed that maximize  the land use / transportation relationship.     As Southlake experiences further residential and commercial growth and approaches build‐out, transportation  facilities and internal movement become greater concerns. Accessibility to industrial and commercial areas,  residential neighborhoods, schools, recreation centers and other traffic generators is essential in creating a  transportation system that will move goods, services, and people efficiently, conveniently, and safely.    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted December __________ [SOUTHLAKE COMPREHENSIVE PLAN] 2  In order to support land‐use activities, Southlake’s  transportation infrastructure must be planned to anticipate  future traffic demand, minimize unnecessary traffic  movement and establish a transportation system which adds  to rather than detracts from the quality of life. The direct  relationship between land use and transportation is  complex; different land uses generate varied intensities of  traffic that influence the demand for transportation systems,  and transportation systems influence the development of  land use activities.    Recognizing this inter‐relationship, there must be a  coordinated, continuing, and comprehensive effort in  planning transportation systems and land use. Any  transportation system planned should balance the needs of the automotive mode of transportation and non‐ automotive modes of transportation. At a local scale, this includes bicycle and pedestrian modes and at a  regional scale, rail, air, and other modes of travel. A truly multi‐modal approach to transportation is required in  order to address existing and future local and regional mobility and air quality challenges.     Benefits of a well‐planned intermodal transportation system include:     Efficient access to daily activities and services   Availability of transportation options   Improved environmental quality   Improved personal health   Economic vitality and sustainability    The major principles underlying this Master Plan are focusing on future  development near existing transportation corridors, ensuring land uses  are supported by an efficient local roadway network, supporting active  modes of transportation such as walking and biking and ensuring that  transportation options are maximized for all community members.       RELATIONSHIP TO SOUTHLAKE’S STRATEGIC MANAGEMENT SYSTEM    Strategic planning is an ongoing process where resources, critical concerns, community priorities and citizen  needs are combined to produce both a plan for the future and a measure for results.  More specifically,  Southlake’s Strategic Management System links the City’s day‐to‐day activities to a comprehensive long‐term  strategy for public policy and management decisions.      The Strategic Management System identifies Strategic Focus Areas and Objectives to guide effective and  efficient resource allocation and provides benchmarks to assess performance.  The Strategic Focus Areas and  Objectives are driven by the City’s Citizen Survey and are outlined in Exhibit 1: City’s Strategy Map shown on  page 4.      South Peytonville Avenue    Cotton Belt Trail along S.H. 26  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted December __________ [SOUTHLAKE COMPREHENSIVE PLAN] 3  Results City Activities and Operations Comprehensive Plan Elements Southlake 2035 Vision, Goals and Objectives Strategic Management System Citizen Satisfaction Survey The Strategic Management System guided the development of the  Southlake 2035 Plan Vision, Goals and Objectives (VGO), which  define a desired direction for growth in the City.  As such, all  recommendations in the Southlake 2035 Comprehensive Plan are  tied to at least one Strategic Focus Area from the Strategic  Management System and at least one objective from the adopted  Southlake 2035 Vision, Goals and Objectives.  These  recommendations guide the development of the Capital  Improvements Program (a five‐year plan for the purchase,  construction or replacement of the City’s physical assets) as well as  departmental business plans.  In turn, the Capital Improvements  Program and departmental business plans dictate the City’s day‐to‐ day activities and ensure the City is working to achieve the  community’s goals.      Further, the Southlake 2035 Comprehensive Plan assists the City  Council, Boards and Commissions in decision‐making by establishing  a blueprint for the City’s future.  For example, the Planning & Zoning  Commission and City Council use the Mobility Master Plan to  evaluate requests related to roadways, sidewalks, and pathways to  determine the community’s needs and goals.  Using the Plan as a  guide helps to secure the community’s vision for mobility.              RELATIONSHIP TO THE COMPREHENSIVE PLAN    The Mobility Master Plan is a component of the Southlake 2035  Comprehensive Plan, the City’s comprehensive plan.  The comprehensive plan  is a reflection of the community’s values and serves as a blueprint for  Southlake’s future.  More specifically, the comprehensive plan establishes a  framework to coordinate the City’s activities and to guide the City’s decision‐ making for the next 20 years.  As such, the comprehensive plan and its  components are updated on a regular basis.    The Southlake 20352023 Mobility Master Plan includes and updates three  master plan elements: the Sidewalk Plan, the Pathways Plan, and the Mobility  and Master Thoroughfare Plan.  The first Mobility Plan combining these  elements, the Southlake 2030 Mobility Master Plan, was adopted in 2014. Combining these elements helps the  City achieve a more complete and comprehensive mobility system by planning for all modes of transportation  concurrently. The Mobility Master Plan will be utilized in setting priorities in the Capital Improvement Program  (CIP) planning process, updating relevant ordinances and policies, and creating new mobility‐related  ordinances or policies as needed.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐DC, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  4   Exhibit 1  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  5  GOALS & OBJECTIVES OF THE MOBILITY MASTER PLAN    The Southlake 2035 Vision Statement expresses a desire for the City to continue to enhance its status as a  desirable, attractive, safe, healthy, fiscally‐sound, and economically and environmentally sustainable  community.  Mobility infrastructure plays a vital role in achieving this vision.  Accordingly, the adopted  Southlake 2035 Plan Vision, Goals and Objectives included several mobility‐related goals and objectives as  outlined below.  These goals and objectives guided the development of this plan and its recommendations to  ensure that local infrastructure will meet the mobility needs of future residents, businesses, and visitors.    Goal 1: Quality Development  Promote quality development that is consistent with the Urban Design Plan, well‐maintained, attractive,  pedestrian‐friendly, safe, contributes to an overall sense of place and meet the needs of a vibrant and  diverse community.  Objective 1.2  Create and preserve attractive pedestrian‐friendly streets and pathways to encourage  transportation alternatives to the automobile.  Objective 1.4  Emphasize creativity and ensure environmental stewardship in the design of all development  and public infrastructure, maximizing the preservation of desirable natural features such as  trees, topography, streams, wildlife corridors and habitat.  Objective 1.5 Promote unique community character through a cohesive theme by emphasizing urban design  detail and performance standards for structures, streets, street lighting, landscaping, entry  features, wayfinding signs, open spaces, amenities, pedestrian/automobile orientation and  transition to adjacent uses.  Objective 1.9 Strengthen Street and landscape design standards to enhance the visual quality along major  corridors.  Objective 1.10 Continue to promote a strong working relationship with the Texas Department of  Transportation to improve the appearance of bridges, embankments and entryways into the  City.  Objective 1.11 Ensure that city‐ and developer‐provided infrastructure is functional, aesthetically well‐ designed, and integrated with the natural environment.  Objective 1.12 Continue to strengthen the City’s regulations to encourage effective signage that is  appropriately designed and scaled to minimize adverse impacts on community aesthetics.    Goal 3: Mobility  Develop an innovative mobility system that provides for the safe, convenient, efficient movement of people  and goods, reduces traffic congestion, promotes energy and transportation efficiency and promotes  expanded opportunities for citizens to meet some routine needs by walking or bicycling.   Objective 3.1  Provide a safe and efficient streets and pathways network that allows travel to shopping areas,  schools, parks and places of employment, reducing the need to travel on the City’s major  arterials (FM 1709, FM 1938, or SH 114) and minimizes cut‐through traffic in residential  neighborhoods.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  6  Objective 3.2 Implement and promote a mobility system that addresses safety, design, comfort and  aesthetic elements such as landscaping, crosswalks, railing, lighting, traffic‐calming and  signage in order to provide distinct character and functionality for the City.  Objective 3.3  In accordance with a need identified by the Citizen Survey, provide and promote a continuous  pedestrian pathways system that is user‐friendly, efficient, safe, economical, and connect  parks, shopping, schools, work and residential areas.  Objective 3.4 Pursue opportunities to link Southlake’s pathways to systems in adjacent cities and trails on  the Corps of Engineers property.  Objective 3.5 Develop a program to encourage the dedication of easements for pathway construction in  accordance with the sidewalk priority plan and Capital Improvements Plan.  Objective 3.6 Identify and prioritize the funding and construction of mobility system capital improvements  projects according to the impacts on safety, system efficiency, costs, and maintaining  acceptable levels of service.  Objective 3.7 Increase safe bicycle mobility when reasonably possible.  Objective 3.8 Continue to promote a strong working relationship with the Texas Department of  Transportation to identify, design and implement projects that prevent or relieve congestion in  the area.  Objective 3.9 Continue to evaluate and improve upon the existing mobility system within the City,  maintaining existing infrastructure, making required improvements and evaluating innovative  ways to integrate transportation and land use.  Objective 3.10 Obtain adequate right‐of‐way for future roadway corridors and improvements.  Goal 5: Public Safety  Establish and maintain protective measures and policies that reduce danger, risk or injury to property and  individuals who live, work or visit the City.  Objective 5.3  Ensure compliance with the stated standard of response coverage and industry guidelines  through the provision of facilities, equipment, personnel and roadways.  Objective 5.6 Enhance and promote public safety through public‐private partnerships and utilization and  training of volunteers.  Objective 5.8 Develop and implement safety education programs that enhance the quality of life and safety  in the community.  Objective 5.9 Promote security of public buildings and infrastructure.    Goal 6: Economic Development  Create a diversified, vibrant and sustainable economy through the attraction and support of business  enterprises and tourism meeting the vision and standards desired by City leaders.  Objective 6.1 Promote the City both nationally and regionally as a great place to live, work, visit, shop and  recreate.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  7  Objective 6.3 Foster an environment that retains and supports existing businesses to ensure the  sustainability of our existing tax base.  Goal 7: Sustainability  Encourage the conservation, protection, enhancement and proper management of the natural and built  environment.   Objective 7.2 Promote public awareness and education on such sustainability issues as public health, energy  and water conservation and overall environmental stewardship.  Objective 7.6 Protect and enhance air quality in coordination with federal, regional and local agencies.    Goal 9: Partnerships  Fully utilize and coordinate with the City’s many partners to address issues facing the area, provide services  and facilities, promote volunteerism, support events and programs and encourage economic growth.  Objective 9.1 Partner with other government entities, non‐governmental organizations and the North  Central Texas Council of Governments to address regional and local issues.   Objective 9.2 Continue mutually beneficial partnerships between the City and local school districts to  explore the provision of facilities, services, technology, and other opportunities through open  communication and close coordination.  Objective 9.3 Continue active partnerships with non‐profit organizations, civic groups and local businesses to  create opportunities that benefit the community.  Objective 9.4 Partner with local school districts to educate Southlake’s youth in their municipality and seek  youth input when planning the future of our community.  Goal 10: Infrastructure   Through sound management and strategic investment, develop, maintain, improve and operate public  infrastructure that promotes health, safety and an enhanced quality of life for all members of the  community.   Objective 10.1 Ensure equitably‐distributed and adequate services and facilities.  Objective 10.2 Plan and program land acquisition and the installation of all essential public facilities to  reasonably coincide with the need for such facilities.  Objective 10.3 Identify and implement programs where costs may be shared by multiple agencies and/or  developers.  Objective 10.6 Maintain and enhance existing infrastructure and levels of service through the provision of  timely maintenance, repair and replacement as needed.   Objective 10.8 Provide a streetlight system for adequate illumination and a wayfinding signage system for  pedestrian and driver safety where appropriate.    In addition to the goals and objectives noted above, the recommendations of this plan also help implement  other goals and objectives of the Vision, Goals & Objectives of the Southlake 2035 Plan.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  8  BACKGROUND    The citizens of Southlake, City staff, and the development community consider long‐range planning to be one  of the most fundamental functions undertaken by elected and appointed officials in this municipality. The  Mobility Master Plan has undergone several iterations since it was initially adopted as the Major Thoroughfare  Plan with the City’s first comprehensive plan in 1969.  Like any good plan, it has evolved and become more  relevant with each examination.          1969 Major Thoroughfare Plan Southlake 2025: 2005 Mobility & Master Thoroughfare Plan    The current update to Southlake’s Mobility Master Plan integrates the Master Thoroughfare Plan, Sidewalk  Plan, and Pathways Plan, and provides additional considerations for bicycle facilities. Combining each of these  elements will help the City achieve a more complete and comprehensive mobility system, planning for  different modes of transportation.      LOCATION, CHARACTER & RESOURCES    Southlake is located in North Central Texas,  situated 23 miles northeast of Fort Worth and 25  miles northwest of Dallas. Dallas‐Fort Worth  International Airport is only a few short miles to  the southeast, and Lake Grapevine borders the  city to the north. State Highway 114 runs  diagonally through the middle of the City, heading  east through Las Colinas and into downtown  Dallas and west toward the Alliance Airport  corridor.    The City of Southlake now consists of  approximately 22 square miles of land and has  just over under 3132,000 residents. Throughout  this time the City has grown and become a  premier community in the Dallas‐Fort Worth metropolitan area. The City’s dedication to quality development,    Southlake Regional Map  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  9  sound fiscal policies and effective strategic management has made it an exemplary community. Historically,  Southlake’s growth has always been automobile‐oriented and characterized by large lot single‐family  development that was not pedestrian‐oriented.  This type of development coupled with the City’s desire to  maintain its rural character generally resulted in the omission of bike paths and sidewalks for practical and  aesthetic reasons.  However, as Southlake has transitioned from a rural community to a suburban city with  numerous pedestrian‐friendly destinations, the desire for active transportation options has grown. In order to  continue this level of quality of life it is important to have a plan in place to meet the needs and demands of  Southlake’s residents while also considering the demands of the region.      DEMOGRAPHICS    Southlake experienced rapid population growth between 1990 and 2000.  This was a 205 percent increase in  population, among the highest in Texas during that period. With economic recession and less land available for  residential development, this trend slowed significantly between 2000 and 2010. As a result, the City has  developed more slowly in recent years and with less intensity than previously estimated. The ultimate build‐ out population, estimated at 34,188, could be reached in 2030.    Demographic characteristics can help the City assess current and future needs for transportation facilities  consisting of roadways, sidewalks, trails and bikeways. Demographic profiles depicting age and income provide  snapshots of Southlake’s current population, illustrate change over the past decade, and suggest trends for the  future.                2,808 7,065 13,350 21,519 24,900 26,575 27,710 31,265 1980 1990 1995 2000 2005 2010 2015 2020 City of Southlake  Population  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  10      Historical Population (1990 – 2020)  Year Population 5‐Year Growth Rate  1990 7,065  ‐‐  1995 13,350 89%  2000 21,519 61%  2005 24,900 16%  2010 26,575 7%  2015 27,710 4%  2020 31,265 13%  Source: NCTCOG and US Census Bureau   (2000 US Census, 2010 US Census, 2020 US Census, American Community Survey,  NCTCOG Annual Population Estimates)                  1,383 2,511 3,186 2,670 625 963 4,029 6,352 3,296 1,023 375 162 1,269 2,450 3,255 3,024 1,612 1,260 3,816 5,649 4,866 2,587 1,052 425 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 Under 5 5 to 9 10 to 14 15 to 19 20 to 24 25 to 34 35 to 44 45 to 54 55 to 64 65 to 74 75 to 84 85+ Age Population (2010‐2020) 2020 Population 2010 Population [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  11                            Population by Age (2010 – 2020)   2010  Population  2010   % of Total  Population  2020  Population  2020   % of Total Population  % Growth   2010‐2020  Total  26,575 100% 31,265 100% 17.64%  Sex     Male 13,313 50.1% 15,570 49.8% 16.95%  Female 13,262 49.9% 15,695 50.2% 18.35%  Age     Under 5 1,383 5% 1,269                 4.1% ‐8.24%  5 to 9 2,511                 9% 2,450 7.8% ‐2.43%  10 to 14 3,186 12% 3,255 10.4%      2.17%   15 to 19 2,670 10% 3,024 9.7% 13.26%  20 to 24 625 2% 1,612 5.2% 157.92%  25 to 34 963 4%          1,260 4% 30.84%  35 to 44 4,029 15% 3,816 12.2% ‐5.29%  45 to 54 6,352 24% 5,649 18.1% ‐11.07%  55 to 64 3,296 12% 4,866 15.6% 47.63%  65 to 74 1,023 4% 2,587 8.3% 152.88%  75 to 84 375 1% 1,052 3.4% 180.53%  85 + 162 0.6% 425 1.4% 162.35%      Under 18 7,080 27% 8,990                18.8% 26.98%  65 + 1,560 6% 4,064 12.9% 160.51%    Source: 2010 US Census, 2020 US Census  U.S. Census 2010, 2020                                      [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  12      The 2020 census identifies 45‐54 and 55‐64 as  the predominant age groups in the City of  Southlake, while nearly 20% of the population is  less than 18 years old. Between 2010 and 2020,  the City saw a decrease in the population of  children under 10, 35‐44 and 45‐54 year olds,  and an increase in youth 15‐19, and 20‐24 along  with all 55+ age groups. Both the youth and the  adult populations in Southlake are generally  older than they were a decade ago. Looking  toward the next 10 to 20 years, it is possible  that the number of adults over 65 may increase  significantly, depending on patterns of migration. Likewise, as new residential development slows and the city  reaches build out, the number and percentage of young children in the city may continue to decline.  This  would impact the City’s transportation systems by developing mobility options that are more oriented towards  an older demographic.    Household income plays a crucial role in shaping the mobility options a city provides. According to data from  the 2020 census, approximately 87% of households in the city had an income level exceeding $100,000.  Furthermore, between the 2010 and 2020 censuses, there was a notable 22% increase in the number of  households earning over $200,000. These statistics suggest that the automobile is the preferred primary mode  of transportation in the city. Sidewalks and bikeways, typically associated with active transportation, are more  likely to be used for recreational or leisure activities rather than for commuting to work.              [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  13      Household Income (2010‐2020)   2010  Households  2010  % of Total  Households  2020  Households  2020   % of Total  Households  % Change  2010‐2020  Less than $10,000 135 1.8% 104 1% ‐0.8%  $10,000 to $14,999 128 1.7% 64 0.69% ‐1.01%  $15,000 to $24,999 152 2% 195 2.1% 0.1%  $25,000 to $34,999 83 1.1% 255 2.7% 1.6%  $35,000 to $49,999 174 2.3% 238 2.6% 0.3%  $50,000 to $74,999 426 5.6% 382 4.1% 0.4%  $75,000 to $99,999 386 5% 608 6.5% 1.5%  $100,000 to $149,999 1,354 17.6% 876 9.4% ‐8.2%  $150,000 to $199,999 1,521 19.8% 1,338 14.4% ‐5.4%  $200,000 or more 3,337 43.4% 5,263 56.5% 13.1%  Median Household Income  $182,237  $223,621  22.7%  Source: US Census Bureau (2010 US Census, 2020 US Census)   2010: US Census  2020: US Census    0 1000 2000 3000 4000 5000 6000 Less than $10,000 $10,000 to $14,999 $15,000 to $24,999 $25,000 to $34,999 $35,000 to $49,999 $50,000 to $74,999 $75,000 to $99,999 $100,000 to $149,999 $150,000 to $199,999 $200,000 or more Household Income (2010‐2020) 2010 2012 [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  14        MASTER PLAN DEVELOPMENT PROCESS AND PUBLIC INVOLVEMENT      A Southlake Program for the Involvement of Neighborhoods (SPIN) meeting was held to solicit  public input. The SPIN forum fosters open and timely communication between the citizens and  city government regarding programs and issues affecting the quality of life in the community.   This forum encourages positive relations and a stronger sense of community.     In addition, both the Planning & Zoning Commission and the City Council held public hearings for the Mobility  Master Plan prior to adopting Ordinance No. 1075‐C D in November and December 20212023.    In summary, the approval process for the Mobility Master Plan was as follows:    1) SPIN meeting  2) Planning & Zoning Commission recommendation  3) City Council 1st reading  4) City Council 2nd reading (final plan approval)       [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  15   THOROUGHFARES    A Thoroughfare Plan is a city’s long‐term system plan for its  street network. It is the municipality’s adopted general plan for  guiding thoroughfare system improvements, including the  existing and planned extension of city streets and highways. The  thoroughfare system is comprised of existing and planned  freeways, expressways, and major streets and highways, which  require wider or new rights‐of‐way and may ultimately be  developed as four‐lane, six‐lane, or wider roadways. The  primary objective of the thoroughfare plan is to ensure the  reservation of adequate right‐of‐way on appropriate alignments  and of sufficient width to allow the orderly and efficient  expansion and improvement of the thoroughfare system to  serve existing and future transportation needs. Also, the  Thoroughfare Plan conveys the ultimate roadway system to  residents and businesses, which helps them in making  investment decisions.    Some of the benefits provided by effective thoroughfare  planning are itemized below:     Reservation of adequate rights‐of‐way for future long‐ range transportation improvements;   Making efficient use of available resources by  designating and recognizing the major streets that will  likely require higher design of improvements;   Minimizing the amount of land required for street and highway purposes;   Identifying the functional role that each street should be designed to serve in order to promote and  maintain the stability of traffic and land use patterns;   Informing citizens of the streets that are intended to be developed as arterial and collector  thoroughfares, so that private land use decisions can anticipate which streets will become major  traffic facilities in the future;   Providing information on thoroughfare improvement needs which can be used to determine  priorities and schedules in the city’s capital improvement program and capital budget; and,   Minimizing the negative impacts of street widening and construction on neighborhood areas and the  overall community, by recognizing where future improvements may be needed and incorporating  thoroughfare needs in the city’s comprehensive planning process.  The Thoroughfares section includes street classifications and cross‐sections to describe the ultimate build out  for all roadways within the City of Southlake. This enables the City to acquire necessary right‐of‐way during the  development process, and it includes recommendations related to roadways to help the City prioritize  investment in transportation projects.      N. Kimball Avenue    Carroll Avenue ‐ Federal Way Intersection  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  16  While cross‐sections and recommendations in the Thoroughfares section reference pedestrian and bicycle  facilities as part of a complete and integrated system, the emphasis is primarily on mobility for motorized  vehicles. Information related to bicycle or pedestrian facilities are covered in the Active Transportation section  of this master plan.    In the 2021 Citizen Survey, questions were included to assess performance for mobility and infrastructure both  on a broad, strategic level as well as in specific areas such as traffic circulation, roadway maintenance, water  and sewer service, sidewalks and drainage.  During this survey, there were several roadway construction  projects underway that may have influenced residents’ feelings about mobility; nevertheless, it demonstrates  the importance of mobility within the community.  Further, the survey indicates that Southlake has shown  improvement in managing traffic congestion compared to 2019.  For example, forty‐three percent of  respondents rated the city’s performance in providing travel convenience within the city as “excellent” or  “very good” in 2021, as compared to 33% in 2019.  .        Source: 2021 Citizen Satisfaction Survey  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  17    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  18    Source: 2021 Citizen Satisfaction Survey          REGIONAL TRENDS    According to the North Central Texas Council of Government’s Mobility 2045, the Dallas‐Fort Worth area is the  4th largest metropolitan area in the United States and has a population larger than 37 states.   Dallas‐Fort  Worth represents 30% of Texas’ economy and is the sixth largest retail market in the United States.  Between  2018 and 2045, the region is expected to experience a 51% increase in population (forecast of 11.2 million  people) and a 47% increase in employment (forecast of 7 million jobs).    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  19  With the anticipated level of growth, extending roadways and  adding lanes in existing corridors will not provide enough capacity to  address increased demand.  In addition, transportation funding  levels are not expected to increase (and may decrease) in the  coming years.  Transportation revenues are declining due to  inflation, rising construction costs, and increasing fuel efficiency  (resulting in reduced fuel taxes).  NCTCOG estimates that $390  billion would be needed to eliminate the worst levels of congestion  in the DFW region through 2045.  However, only approximately  $136.4 billion in resources have been identified to fund  transportation improvements; about $51 billion of these resources  address roadway project needs.  By 2045, NCTCOG forecasts a 59%  increase in average travel time in congested conditions (compared to 41% in 2018).  In order to address  increasing congestion, the Mobility 2045 emphasizes programs and projects aimed at eliminating or reducing  vehicle trips and utilizing the capacity of the existing transportation system to its fullest.        Mobility 2045 Goals:  • Improve the availability of transportation options for people and goods.   • Support travel efficiency measures and system enhancements targeted at congestion reduction and  management.   • Ensure all communities are provided access to the regional transportation system and the planning  process.   • Preserve and enhance the natural environment, improve air quality, and promote active lifestyles.   • Encourage livable communities which support sustainability and economic vitality.   • Ensure adequate maintenance and enhance the safety and reliability of the existing transportation  system.   • Pursue long‐term sustainable revenue sources to address regional transportation system needs.   • Provide for timely project planning and implementation.   • Develop cost‐effective projects and programs aimed at reducing the costs associated with constructing,  operating, and maintaining the regional transportation system.        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  20  FUNCTIONAL ROADWAY CLASSIFICATIONS    Southlake has adopted the Federal Highway Administration  (FHWA) functional roadway classifications, which groups  roadways into classes, or systems, according to the character  of the traffic service that they are intended to provide.  This  functional classification system then provides a framework for  the design standards for specific roadway cross sections.    The FHWA functional classification system of roadways groups  all streets into one of the three highway functional  classifications listed below, depending on the character of the  traffic and the degree of land access allowed. The  classifications range from arterials, which are meant for higher  speed, longer distance, larger volume travel, unhindered by  local access, to local streets, which carry smaller volumes at  lower speeds, and are intended to feed other streets.  In  between arterials and local streets are collector streets. A  collector street collects traffic from local streets and feeds the  arterial system.     The City of Southlake also uses a fourth roadway classification for State Highway 114. Freeways are limited  access arterials that are uniquely designed for higher speeds. As such, State Highway 114 provides Southlake  residents a fast and easy connection to otherwise distant areas of the Metroplex.        Functional  Classification Service Provided  Arterial  Provides the highest level of service at the greatest speed for  the longest uninterrupted distance with some degree of access  control.  Collector  Provides a less highly developed level of service at a lower  speed for shorter distances by collecting traffic from local roads  and connecting them with arterials.  Local  Consists of all roads not defined as arterials or collectors;  primarily providing access to land with little or no through  movement.                      [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  21  Freeways    A freeway is a controlled access major arterial designed to carry  high volumes of through traffic.  Access to and from the freeway  is allowed at ramps and interchanges.  These facilities are  designed to permit high‐speed merging and diverging  maneuvers with minimum disruption to the mainline traffic.   Freeways have maximum traffic carrying capacity but minimum  access to adjacent property.  Traffic capacities are generally  from 60,000 to 200,000 vehicles per day (vpd).  Freeways  generally serve inter‐regional as well as local trips.  They are  ordinarily designed and constructed by the Texas Department of  Transportation (TxDOT).     Freeways connect major activity centers in a metropolitan  region.  Intersections are completely grade separated and there  is no pedestrian or bicycle access.  Buildings are not oriented  directly to the freeway, however, they may be oriented towards  the highway access roads.  Some elements of parkway design  are to be incorporated in the freeway design.     S.H. 114 in the City of Southlake is the only roadway that would  qualify as a freeway.  Significant urban design  recommendations, including highway landscaping, treatment of  overpasses, and portal designs for S.H. 114 are discussed further  in the Urban Design Plan.                                                                                                                                                     Freeway frontage roads provide a means of connecting the local  arterials to the freeways and provide controlled access to  adjacent property.  On frontage roads, trip length is generally  less than one mile.  Arterial Streets          Southlake Boulevard (FM 1709)  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  22  Arterials are designed to provide a high degree of mobility and  generally serve longer vehicle trips to, from, and within urban  areas.  The arterial system interconnects major urban elements  such as the Central Business District, industrial facilities, large  urban and suburban commercial centers, major residential  areas, and other key activity centers.     Increased mobility, or the movement of people and goods,  rather than access to adjacent land uses, is the primary function  of an arterial street.  Arterial streets serve a citywide function  and are, therefore, designated using a broader citywide  perspective. Arterials are not planned on a neighborhood level  since the result would be discontinuity and a breakdown in the street’s citywide or regional function.     Posted speed limits on arterial facilities generally range between 35 and 50 mph, varying based on the type of  area being served.  Arterial streets through compact central business districts accommodate the lower end of  the speed range, while higher speeds are found on facilities in outlying areas.  Traffic volume and capacity of  an arterial street are dependent, in part, on the number of through and turning lanes, signalization, the  number of driveways and access points, and the volume of bus and truck traffic.  The volumes and capacity of  arterials can range from 10,000 vehicles per day on a two‐lane arterial to 75,000 vehicles on a six‐lane arterial.     With an emphasis on mobility, an arterial facility is generally designed to accommodate vehicle trips in the  form of passenger cars and trucks.  Pedestrian facilities and, when possible, bicycle facilities should be  integrated into the design of these roadways.    Arterial Street Designation Criteria  The criteria for arterial street classification are a combination of quantitative and subjective measures that  are applied to both existing and future characteristics of arterial streets.  Not all of the criteria need to be  met in designating an arterial street, and some criteria carry more weight than others. The following criteria  are listed in order of relative importance or weight:  • Consists of a grid of streets generally spaced at 1 to 1.5 mile intervals;   • Serves as a significant street citywide, accommodating trips of 2‐5 miles between destinations;   • Provides connectivity between other arterials and collectors;   • Provides connectivity between or to freeway interchanges;   • Accommodates existing or future average daily traffic volumes of 10,000‐75,000 (individual segments  may accommodate lower volumes);   • Provides significant restrictions on driveways and other access points to adjacent land uses;   • Operates and is designated as an arterial street in adjacent jurisdictions;   • Generally accommodates speeds of 30 mph or greater;   • Provides traffic signals at major intersections and driveways as warranted; and  • May accommodate 4 or more travel lanes.    Collector Streets      Randol Mill Avenue (FM 1938)  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  23  Collectors are designed to provide a greater balance between  mobility and land access within residential, commercial, and  industrial areas.  The makeup of a collector facility is largely  dependent upon the density, size, and type of abutting  developments.  Posted speed limits on collector facilities  generally range between 30 and 40 mph.  Traffic volume and  capacity can range from 1,000 vehicles per day on a two‐lane  facility up to 10,000 vehicles per day on larger multi‐lane  facilities.    Emphasizing balance between mobility and access, a collector  facility is designed to better accommodate bicycle and pedestrian  activity while serving the needs of motorists.    Rural roads are collectors that have a unique rural identity and  should be prioritized for preservation.  These are typically 2‐lane  roadways with limited pedestrian/bicycle access, unimproved  shoulders, and adjoining low‐intensity residential or rural land  uses.      Most rural roads in Southlake have mature trees or rolling  pastures along the roadway.  Where these streets need to  accommodate more traffic, improvements shall be limited to  addition of turn lanes at key intersections to address critical  capacity needs.  Flat curbs and surface drainage may be acceptable along most rural roads.  Appropriate  adjoining land use categories include low‐density residential and rural conservation.    Collector Street Designation Criteria  The criteria for collector streets are a combination of quantitative and subjective measures that are applied  to both existing and future characteristics of collector streets. Not all of the criteria need to be met in  designating a collector street, and some criteria carry more weight than others. The following criteria are  listed in order of relative importance or weight:  • Serves as a locally significant street (accommodates trips of less than 2 miles distance between  neighborhoods, or between destinations within the city);   • Provides connectivity between arterials (e.g. connects parallel north‐south or east‐west arterials) or  between other collectors;   • Provides connectivity between important neighborhood activity centers such as commercial areas,  schools, parks, and residential neighborhoods;   • Accommodates existing or future average daily traffic volumes of 10,000 or less (individual segments  may accommodate slightly higher);   • Operates as and is designated as a collector street in adjacent jurisdictions;   • Accommodates speeds of 30 mph or greater;   • Provides limited restrictions on driveways and other access points to adjacent land uses; and  • Provides no more than 2 travel lanes.      Local Streets    Johnson Road  Continental Boulevard  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  24  The design features of local facilities are influenced less by traffic volumes and are tailored more to providing  local access and community livability.  Mobility on local facilities is typically incidental and involves relatively  short trips at lower speeds to and from collector facilities.    Because of their “neighborhood” nature, travel speeds are generally lower than collectors and arterials.   Posted speed limits on local streets should generally range  between 20 and 30 mph, depending on available right‐of‐way  and the adjacent land uses.  Traffic volumes on local streets  are generally less than 5,000 vehicles per day, and also vary  depending on available right‐of‐way and the adjacent land  uses.     Pedestrian and bicycle safety and aesthetics are generally high  priorities on local streets in residential and commercial areas.   Wider travel lanes and broader turning radii to accommodate  larger vehicle size are important considerations on local  streets in industrial areas.    These streets provide primary access to adjoining commercial,  industrial, and residential properties. They are typically 2  lanes, but may be up to 4 lanes with appropriate turn lanes.  They are designed for low‐speeds, and they accommodate  pedestrian and bicycle access.  On‐street parking may be  appropriate at some locations.  Local streets in industrial areas  shall have appropriate accommodation for truck traffic, but  proper screening and site design should be used to minimize  the impact of off‐street surface parking facilities on the  adjacent roadway.     Main Streets are designed to be “destination” streets, and  they function as centers of civic, social, and commercial  activity.  Main Streets are designed to provide the highest  level of comfort, security and access for pedestrians. Developments along these streets are dense and focused  toward the pedestrian realm.  Buildings are generally pulled to the edge of the right‐of‐way with no or shallow  setbacks.     Land uses on Main Streets are typically mixed and are generators and attractors of pedestrian activity. Because  of their specialized function and context, Main Streets will represent a relatively small portion of the City’s  overall street network.  Such streets are appropriate in the Town Center and Employment Center ‐1 land use  categories.  Typical Residential Street  Typical Main Street  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  25  STREET DESIGN STANDARDS    The following cross sections detail the ultimate build‐out for each configuration of the functional classification  system.  These cross sections are recommendations only and specific site and context conditions may warrant  changes to the sections.  However, establishing street design standards assists the City in acquiring needed  right‐of‐way and in achieving locally‐appropriate urban design and establishing a distinct image for the  Southlake. See the Recommended Roadway Network Map (Master Thoroughfare Plan) on page 29 to view the  designation for public rights‐of‐way within the City.       Freeway Arterials Collector Local  Freeway  300’ – 500’ ROW  A6D  124’ – 130’ – 140’ ROW  6 lane divided  C2U  60’ – 70’ – 84’ ROW  2 lane undivided  Main Street  50’ – 60’ ROW  2 lane undivided   A5U  80’ – 90’ ROW  5 lane undivided   Commercial/Residential  50’ – 60’ ROW  2‐4 lane divided/undivided   A4D  88’ – 100’ ROW  4 lane divided      A3U  70’ ROW  3 lane undivided      A2U  88’ ROW  2 lane undivided       Freeway  Right‐of‐Way 300’ – 500’  Type 6‐lane divided freeway with 3‐lane frontage road in both directions  Design Speed Freeway: 50‐70 mph Frontage Roads: 40 mph  Minimum Lane Width 12’  Design Characteristics  Limited access to and from the freeway,  allowed only at ramps and interchanges.    Intersections are completely grade  separated.    No direct pedestrian or bicycle access.   Recommended 8’ sidewalk parallel to  frontage roads.   No parking permitted.   Buildings are not oriented directly toward  the freeway, however, they may be  oriented toward the frontage roads.  View of S.H. 114    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  26  Freeway Cross Section      Arterial – A6D  Right‐of‐Way 124’ ‐ 130’ ‐ 140’  Type 6‐lane divided arterial  Design Speed 45‐50 mph  Minimum Lane Width 11’  Design Characteristics  Limited driveway access to improve mobility.    Improved visual appeal with landscaping and street trees, as allowed by TxDOT.    Improved pedestrian connectivity with 5’‐10’ pathways on both sides of the street.    Recommended for pathways to be multi‐use.    Recommended pavement treatment and crosswalks at signalized intersections.   [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  27   Highly controlled access. Recommended for adjoining uses to share driveways and  provide cross access easements.    No on‐street parking permitted. Minimize the visual impact of off‐street parking with  vegetative fences, berms, or relocation of parking to the side or rear of buildings.    Buildings are set back but provide visual orientation toward the street.    Signalization, as warranted, at major interections.  A6D Cross Section    Views of Southlake Boulevard  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  28     Arterial – A5U  Right‐of‐Way 80’ – 90’  Type 5‐lane undivided arterial  Design Speed 35‐40 mph  Minimum Lane Width 11’  Design Characteristics  Limited driveway access to improve mobility.    Improved visual appeal with landscaping and street trees.    Improved pedestrian connectivity with 5’‐8’ pathways on both sides of the street.    Recommended for pathways to be multi‐use to accommodate bicyclists off‐street due  to speed differentials.    Recommended pavement treatment and crosswalks at signalized intersections.    Highly controlled access. Recommended for adjoining uses to share driveways and  provide cross access easements.    No on‐street parking permitted. Minimize the visual impact of off‐street parking with  vegetative fences, berms, or relocation of parking to the side or rear of buildings.    Buildings are set back but provide visual orientation toward the street.  A5U Cross Section View of North Nolen Drive          Arterial – A4D  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  29  Right‐of‐Way 88’ ‐ 100’  Type 4‐lane divided arterial  Design Speed 35‐40 mph  Minimum Lane Width 11’  Design Characteristics  Improved visual appeal with landscaping and street trees.    Improved pedestrian connectivity with 5’‐10’ pathway on one side of the street and a  minimum 4’ pathway on the opposite side.    Recommended for wider pathways to be multi‐use to accommodate bicyclists off‐ street due to speed differentials. Consider a road diet to reduce width travel lanes and  add on‐street bike lanes.    Recommended crosswalks at 4‐way intersections.    Controlled access due to medians. Recommended for adjoining uses to share driveways  and provide cross access easements.    Minimize the visual impact of off‐street parking with appropriate screening.    Buildings are set back but provide orientation toward the street.     [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  30  A4D Cross Section View of North Kimball Avenue          Arterial – A3U  Right‐of‐Way 70’  Type 3‐lane undivided arterial  Design Speed 30‐35 mph  Minimum Lane Width 11’  Design Characteristics  Improved visual appeal with landscaping and street trees.    Improved pedestrian connectivity with 5’‐8’ pathways on both sides of the street.    Recommended crosswalks at 4‐way intersections.    No on‐street parking permitted.    Buildings are set back but provide orientation toward the street.  A3U Cross Section        Arterial – A2U  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  31  Right‐of‐Way 88’  Type 2‐lane undivided arterial  Design Speed 30‐35 mph  Minimum Lane Width 11’  Design Characteristics  Improved visual appeal with landscaping and street trees.    Improved pedestrian connectivity with 5’‐10’ pathway on one side of the street and a  minimum 4’ pathway on the opposite side.    Recommended for wider pathways to be multi‐use.   Recommended crosswalks at 4‐way intersections.    No on‐street parking permitted.    Buildings are set back but provide orientation toward the street.    This cross‐section represents the ultimate build‐out, which would require significant  underground drainage improvements.  A2U Cross Section      Collector – C2U  Right‐of‐Way 60’ ‐ 70’ ‐ 84’  Type 2‐lane undivided collector  Design Speed 30‐35 mph  Minimum Lane Width 11’  Design Characteristics C2U Cross Section   Recommended to retain existing natural landscape to the  extent possible.    Improved pedestrian connectivity with minimum 4’ pathways  on both sides of the street.    Recommended crosswalks at 4‐way intersections. Consider  turn‐lanes and roundabouts where appropriate.    Low access control.    Typically no on‐street parking permitted.    Narrow lanes conducive to lower‐speed traffic.    Buildings are set back but provide orientation toward the  street.    Typical C2U Streets  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  32             Local – Main Street  Right‐of‐Way 50’ ‐ 60’  Type 2 lane undivided local street  Design Speed 20‐25 mph  Minimum Lane Width 10’  Design Characteristics Main Street Cross Section   Pedestrian orientation with street trees separating sidewalks  from the roadway.    Improved pedestrian connectivity with 8’‐10’ sidewalks on  both sides of the street.    Recommended traffic calming and narrow lanes conducive to  low speed traffic.    Parallel or angled on‐street parking permitted. Minimize the  visual impact of off‐street parking with vegetative fences,  berms, or relocation of parking to the side or rear of buildings.    Limited driveway cuts with parking areas accessed from alleys.    Buildings should be built close to the street and include  pedestrian scale design features.    Typical Main Streets            Local – Residential/Commercial Street  Right‐of‐Way 50’ ‐ 60’  Type 2 lane undivided local street  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  33  Design Speed 20‐25 mph  Minimum Lane Width 10’  Design Characteristics Residential/Commercial Street Cross Section   Pedestrian orientation with street trees separating  sidewalks from the roadway.    Improved pedestrian connectivity with minimum 4’  pathways on both sides of the street.    Recommended traffic calming and narrow lanes conducive  to lower‐speed traffic.    On‐street parking permitted.    Buildings provide orientation toward the street, and may  be brought to the street, as allowed by zoning              Typical Residential Street Typical Commercial Street     [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  34  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  35  INTERSECTION STUDIES    The City strives for a level of service (LOS) of C or  better at each of its major intersections, which  means an average vehicle control delay of 20‐35  seconds at signalized intersections or 15‐25  seconds at unsignalized intersections.     As new development occurs and traffic volumes  increase, the level of service deteriorates. Multiple  options may be available at these intersections to  achieve the desired level of service, and studies  determine which improvements will be most  effective and efficient.     In an effort to address the number one gap issue  from the 2015 Citizen Satisfaction Survey,  “Manage Traffic Congestion,” the City contracted  with Kimley‐Horn to perform a traffic analysis for  various key intersections throughout the City in  2016.    The study entailed the engineering firm  performing site inspections at key intersections  during the AM and PM peak traffic periods to  observe traffic conditions such as sight distance  constraints, intersection operations and geometry,  excessive queuing, and crosswalk locations.  Following the site inspections, the engineering  firm conducted a traffic analysis on the  intersections which included traffic computer  modeling and traffic signal warrant analysis. Based on the work described above, the engineering firm made  traffic improvement recommendations for each of the intersections studied. Examples of the  recommendations include adding additional turn lanes, signal retiming, improved crosswalks, better signage  and adding roundabouts.    In addition, the installation of traffic signals may be an appropriate solution in some locations. However, due  to the expense for installing and maintaining signals, all signals must meet and be prioritized based on warrant  studies. The following should be considered prior to signalization:    1)  Warrant Study  2)  Construction  3)  Maintenance/Technician Service    The following map and table show the intersections studied.  The complete list of recommendations from the  study, including 2021 updates, are included in the Appendix.      SH 114 and Dove Road  S White Chapel Boulevard and Continental Boulevard  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  36  Intersection Capacity Analysis Map        Intersections Studied  1 Southlake Boulevard (FM 1709) and Pearson  Lane 16 Carroll Avenue and Zena Rucker Road  2 Southlake Boulevard (FM 1709) and  Watermere Drive / Jellico Circle 17 Kimball Avenue and Village Center Drive  (Two‐way Stop Controlled)  3 Southlake Boulevard (FM 1709) and Davis  Boulevard / Randol Mill Avenue (FM 1938) 18 Dove Road and Peytonville Avenue  4 Southlake Boulevard (FM 1709) and  Peytonville Avenue 19 Dove Road and Shady Oaks Drive  (Northbound Stop Controlled)  5 Southlake Boulevard (FM 1709) and  Southridge Lakes Parkway / Waterford Drive 20 Dove Road and White Chapel Boulevard  6 Southlake Boulevard (FM 1709) and Shady  Oaks Drive 21  Peytonville Avenue / Southridge Lakes  Parkway and Peytonville Avenue / Raven  Bend Court  (All Way  Stop Controlled)  7 Southlake Boulevard (FM 1709) and White  Chapel Boulevard 22  Shady Oaks Drive and Highland Street /  Turnberry Lane  (All Way  Stop Controlled)  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  37  8 Southlake Boulevard (FM 1709) and  Diamond Boulevard / Byron Nelson Parkway 23  Carroll Avenue and Highland Street /  Kirkwood Boulevard  (Two‐way Stop Controlled)  9 Southlake Boulevard (FM 1709) and Tower   Blvd 24 Continental Boulevard and Davis Boulevard  (FM 1938)  10 Southlake Boulevard (FM 1709) and Carroll  Avenue 25  Continental Boulevard and Peytonville  Avenue  (All Way  Stop Controlled)  11 Southlake Boulevard (FM 1709) and Central  Avenue 26 Continental Boulevard and White Chapel  Boulevard  12 Southlake Boulevard (FM 1709) and Village  Center Drive 27  Continental Boulevard and Byron Nelson  Parkway  (All Way  Stop Controlled)  13 Southlake Boulevard (FM 1709) and Kimball  Avenue 28 Continental Boulevard and Carroll Avenue  14 Southlake Boulevard (FM 1709) and Nolen  Drive 29 Continental Boulevard and Kimball Avenue  15 Southlake Boulevard (FM 1709) and  Commerce St / Gateway Drive 30 SH 114 Eastbound Frontage Road and State  St.        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  38  TRAFFIC CALMING MEASURES    Beyond the posted speed limit, the design of a street affects  the typical speed at which a motorist will feel comfortable  driving. Traffic calming measures can reduce the travel speed  on certain ROW to levels that are appropriate to the  functional classification and adjacent land use. By slowing  traffic, eliminating conflicting movements, and sharpening  drivers’ attention, traffic calming may result in fewer  collisions. And, because of lower speeds, when collisions do  occur, they may be less serious.     According to the Federal Highway Administration (FHWA),  reducing speed and lowering the volume of traffic on  appropriate streets have been shown to have a number of  positive impacts:    •    Improved pedestrian and bicyclist safety.  •    Decreased traffic noise.  •    Improved neighborhood cohesion and livability.  •    Improved property values.  •    Improved street aesthetics and appearance.    Traffic–calming techniques may also affect the following:    •    Crime reduction: Traffic calming encourages natural  surveillance and access control.  •    Quality of street life: Lower speeds and volumes  after traffic calming encourage walking, bicycling,  and street life.    Various types of traffic calming measures have been  researched and recommended by the FHWA. Each may be  appropriate under specific circumstances.  Southlake has  utilized medians, roundabouts, curb extensions, and corner  radius treatments, but others may help to calm traffic near  schools or parks, in neighborhoods or in certain commercial  areas with high volumes of pedestrian or bike traffic.    As traffic calming is considered, it is also important to  consider potential impacts on emergency personnel and  response times. Southlake could consider applying a combination of the following traffic calming measures in  appropriate locations:              Intersection Treatment    Roundabout  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  39  Medians    Medians are islands located along the roadway  centerline, separating opposing directions of traffic  movement. Medians can provide special facilities to  accommodate pedestrians and bicyclists, especially at  crossings of major roadways.    Medians are most valuable on major, multilane roads that  present safety problems for bicyclists and pedestrians  wishing to cross. The minimum central refuge width for  safe use by those with wheelchairs, bicycles, etc., is 5.2  feet to 6.6 feet. Introducing color or texture changes to  the road surface material around the refuge area reminds  motorists to reduce speed.    Used in isolation, roadway medians do not have a  significant impact in reducing vehicle speeds. For the purpose of slowing traffic, medians are generally used in  conjunction with other devices such as curb extensions or roadway lane narrowing.    Curb or midblock extensions    The sidewalk and/or landscaped area on one or both sides of the road is extended to reduce the roadway to a  single lane or minimum–width double lane. By reducing crossing distances, sidewalk widening can be used to  make pedestrian movement easier and safer.    They can be installed either at intersections or midblock, and they may be used in conjunction with other  traffic–calming devices, but they cannot impede or restrict the operation of the roadway. Narrowing certain  streets with curb extensions can create safer bicycle facilities, but care should be taken that bicyclists are not  squeezed by overtaking vehicles where the road narrows.     Corner–radius treatments    Corner radii of intersection curbs are reduced, forcing turning vehicles to slow down. Efforts to accommodate  trucks and other large vehicles have historically led to increased corner radii at intersections. To slow traffic, a  corner radius of approximately 7 feet is recommended.    The sharper turns that result from the reduced radii require motorists to reduce speed, increasing the time  available to detect and take appropriate actions related to pedestrians at the crossing. Smaller radii also  provide more pedestrian storage space, and pedestrians are more visible to drivers. Corner treatments may  result in wide swings in turning movements of large vehicles, large vehicles hitting and damaging curbs or  endangering pedestrians on corners, or affect response times for emergency vehicles. Locations for these  treatments should therefore be carefully considered.     Roundabouts    Roundabouts are circular intersections that allow for a continuous flow of traffic in one direction around a  center island.  Roundabouts are intended to slow the speed and maintain efficiency at an intersection. They  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  40  have been proven to improve safety, reduce collisions, and reduce the injuries or impacts of collisions.  Roundabouts in Southlake have been used at key intersections along arterials or collectors, and they provide  opportunities for prominent landscaping and art to enhance the public realm.    Traffic Circles    Smaller traffic circles, with center islands approximately 13 feet in diameter, can  be safer for both vehicles and pedestrians, reducing vehicle speeds. Traffic circles  can reduce crashes by 50 to 90 percent when compared to two–way and four– way stop signs and other traffic signs, reducing the number of conflict points at  intersections. Success, however, depends on the central island being sufficiently  visible and the approach lanes engineered to deflect vehicles, preventing overrun  of the island.      Pavement Treatments/Intersection Treatments    Textured pavement treatments provide visual and audible cues for drivers to encourage traffic calming. The  use of paving materials such as brick, cobbles, concrete pavers, or other materials that create variation in color  and texture reinforces the identity of an area as a traffic–restricted zone. Colors and textures that contrast  with those prevailing along the roadway alert motorists to particular conditions, and increase bicyclist and  pedestrian visibility.     Treatments can be an attractive element along residential streets. The variation from asphalt or concrete  paving can signify crossing into a residential zone where pedestrians and bicyclists can be expected to have  greater priority.    Pavement treatments can be combined with other traffic–calming devices to provide an entry or gateway into  a neighborhood or other district. Surface alterations at intersections with local streets can include textured  paving, pavement inserts, or concrete, brick, or stone materials. Curb extensions can also be placed at  entrances to neighborhood areas, usually where a residential street intersects an arterial. The extension can  discourage vehicular traffic from cutting through the neighborhood.     The choice of materials should not pose a danger or deterrent to bicyclists or persons with disabilities. Cobbles  present special difficulties, particularly for vehicles with narrow wheels or without suspension. Similarly,  pavers with chamfered edges can impair a bicyclist’s stability.    Raised Crosswalks/Intersections     A raised crosswalk is a broad, flat–topped speed hump that coincides with pedestrian crosswalks at street  intersections. Raised above the level of the roadway to slow traffic, it enhances crosswalk visibility and makes  the crossing easier for pedestrians who may have difficulty stepping up and down curbs. It must be stable and  firm and can be constructed of brick, concrete block, colored asphalt, or cement, with ramps striped for better  visibility.    A raised intersection is a plateau across the entire intersection, with a ramp on each approach. It can be  enhanced through the use of distinctive surfacing such as pavement coloring, brickwork, or other pavements.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  41  In some cases, the distinction between roadway and sidewalk surfaces is blurred. If this is done, physical  obstructions such as bollards or planters should be considered, restricting vehicular access.    Ramps should not exceed a maximum gradient of 16 percent. Distinctive surfacing materials should be skid– resistant, particularly on inclines. Ramps should be clearly marked to enable bicyclists to identify and  anticipate them, particularly under conditions of poor visibility. And care must be taken so the visually  impaired have adequate cues to identify the roadway’s location (e.g., tactile strips). Color contrasts will aid  those who are partially sighted.    Curvilinear Roads    New roads can be designed to meander or turn sharply to slow traffic, limit views, and discourage speeding.  Designs for new curvilinear roads should be careful to consider adequate access to adjacent properties, both in  terms of servicing and the needs of the individual.        Landscaping and Urban Design    With the adoption of the Major Corridors Urban Design Plan, Southlake recognized the  opportunities and importance of placemaking along the City’s boulevards, entry points,  and freeway interchanges.  While roadside landscaping and urban design elements  improve aesthetics and visitors’ impressions of the community, they can also have a  positive influence on driver behavior and may improve roadway safety.  A pleasing  roadside landscape can reduce driver stress levels, which may reduce occurrences of  aggressive or unsafe driving.  In addition, street trees may encourage motorists to  drive more slowly, which in turn may result in fewer crashes and less severe injuries  when crashes do occur.1                 1 Wolf, K.L. 2010.  Safe Streets – A Literature Review.  In: Green Cities: Good Health (www.greenhealth.washington.edu).   College of the Environment, University of Washington.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  42  STREET LIGHTING STANDARDS    The City has selected a standard for overhead street lighting along  arterials. Adequate street lighting is normally provided in  accordance with standard engineering practice when arterial  streets are constructed or improved.  Adequate arterial street  lighting is defined by the American Association of State  Transportation Officials (AASHTO) as providing average minimum  0.8 foot‐candle illumination or average desired 1.0 foot‐candle  average illumination on the pavement.      In addition to the standards defined by AASHTO, the City of  Southlake lighting ordinance (Ordinance 693‐C) limits the intensity  of lighting to 0.2 foot‐candle average illumination as measured at the property line in areas with single or two‐ family residential adjacency.  The City and other governmental agencies are exempt from the lighting  ordinance when installing lighting for safety or traffic control purposes, but City staff has used this as a guiding  standard and endeavored not to unnecessarily exceed this threshold when possible.    Generally, arterials and collectors will be lit to a higher standard than typical local neighborhood streets. All  arterial street projects should include street lighting when they are constructed to recommended  Thoroughfare Plan standards. A street lighting standard will establish a functionally and aesthetically  consistent light fixture throughout the city.    The following items are important considerations in selecting standard lighting fixtures:    •   AASHTO Criteria for Arterial Street Lighting Coverage  o Desirable 1‐foot candle average light   o Minimum 0.8 – foot candle average light  •   City of Southlake Lighting Ordinance    o (Arterial Street Lights are exempt)  o 0.2 foot candle average at residential property line  •   Residential Adjacency  •   Electric Utility Standard Menus    The following standards have been established to achieve adequate lighting levels between the 0.8 and 1.0  foot‐candle standard, without unnecessarily exceeding the 0.2 foot‐candle standard at the residential property  line called for in our lighting ordinance.    Standard type and appearance:     Gullwing or Shoebox fixtures   30’ median mounted painted steel pole   Dual fixtures    250 watt high pressure sodium or LED lights as available        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  43  Gullwing    This type of lighting source is similar to Southlake Town Center parking lot lighting, the primary light source is  inexpensive, it minimizes potential for “hotspots” and has been used along Kirkwood Boulevard, Grace Lane,  and Blessed Way.  Lighting Coverage 1‐foot candle light average    Pole height 30‐40’  Spacing 150‐250’  Wattage 400 W (HPS)  Installation and  Maintenance  Available through Tri‐County. Retail  Electric Provider will install for  additional cost and maintain at no  additional cost.  Service Costs City is responsible    The lighting footprint of the “Gullwing” is slightly above the 0.2 foot‐candle limit at the right of way line on a  standard width arterial street, but has a pronounced bulge that will exceed the 0.2 foot‐candle limit and  approach 0.5 foot‐candle at the right of way line. Using the “Gullwing” fixture is acceptable on ROWs with no  residential adjacency that would trigger the lighting ordinance limitation.  However, most arterials have  residential adjacency that would probably preclude the use of the “Gullwing” fixture.     Shoebox    This type of lighting source is similar to Byron Nelson Parkway street lighting, the primary light source is  inexpensive, it minimizes potential for “hotspots” and has been used along North Kimball Avenue and North  White Chapel Boulevard.    Lighting Coverage 1‐foot candle light average    Pole height 30‐40’  Spacing 150‐250’  Wattage 400 W (HPS)  Installation and  Maintenance  Available through Oncor or Tri‐ County. Retail Electric Provider will  install and maintain at no capital cost  to the city.  Service Costs City is responsible    This is a standard fixture in the menu of options provided by two local electric providers.  Like the “Gullwing”  fixture, the “shoebox” fixture provides adequate lighting on the pavement between 0.8 and 1.0 foot‐candles  and slightly exceeds the 0.2 foot‐candles at the right of way line, but does not have the bulge produced by the  “Gullwing.”        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  44  ILLUMINATED STREET SIGNAGE    Illuminated street signage can improve safety for the driving  public by improving the visibility of major intersection  signage. Accordingly, Southlake has installed backlit  intersection signage at major intersections. This type of  signage is appropriate at signalized intersections along  TxDOT rights‐of‐way or other arterials. Illuminated signage  should be included with any future signalized intersections  in the city.      ACCESS MANAGEMENT    Proper access management will help the city maintain  smooth traffic flow, provide adequate street drainage,  ensure that all properties have safe and efficient vehicular  access to or from the public street system and ensure that  public streets have the capacity to handle peak traffic  volumes.    A driveway ordinance is one tool the city can use to manage  access along public streets. Generally, such an ordinance can  prohibit the indiscriminate location and spacing of driveways  while maintaining reasonable vehicular access to and from  the public street system; reduce conflicting turning  movements and congestion thereby reducing vehicular accidents; and maintain and enhance a positive image  for the attraction of new, high quality, residential and nonresidential development in the city.    Southlake’s existing driveway ordinance was developed in 1995 and it is recommended that the city update  the driveway ordinance to reflect best practices and meet the current needs of residents, businesses and other  property owners.        THOROUGHFARE RECOMMENDATIONS    A number of right of way improvements are recommended in this plan that will assist in achieving the  recommended street design standards and help in alleviating specific concerns that may involve that particular  section of roadway. The map on the following page shows the locations for the various recommendations. The  list of recommendations is included in Appendix C.           [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  45        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted December 75, 20212023 [SOUTHLAKE COMPREHENSIVE PLAN]  46  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 47  ACTIVE TRANSPORTATION    This chapter of the Southlake 2035 Mobility Master Plan addresses active transportation, primarily  pedestrian and bicycle mobility, and serves as the City’s Trail System Master Plan.  As such, this chapter  updates and consolidates the Sidewalk Plan and the Southlake Pathways Plan.  In addition, this chapter  expands on previous plans by providing  recommendations for crosswalks.  This Plan provides a general  overview of active transportation planning and its history in Southlake and also provides a summary and  recommendations for bicycle facilities, sidewalk facilities, and crosswalks.      ACTIVE TRANSPORTATION PLANNING    Active transporation refers to human‐powered modes of travel  – primarily walking and cycling.  Active  transportation may be  recreational, such as a hike through a park, or utilitarian, such  as a trip to school, work, shopping, or services.  The benefits of  active transportation are numerous and include improved  public health, a cleaner environment, reduced congestion,  increased social interaction, and improved quality of life.  In  addition, walking and cycling are convenient and economical.   According to the 2017 National Household Travel Survey,  walking and cycling have become more popular.  Biking and  walking made up 11.5% of all trips in the United States in 2017  compared to 9.5% in 2001 – a 21% increase.  Further, many  destinations in Southlake are desirable to access by bicycle or  on foot, including parks, schools, community events, and  pedestrian‐friendly shopping areas like Town Square.  For all  these reasons, the City of Southlake and the broader DFW  region have placed an increased emphasis on active  transportation in recent years.      HISTORY OF ACTIVE TRANSPORTATION IN SOUTHLAKE    Historically, Southlake’s growth was automobile‐oriented and characterized by large lot single‐family  development that was not pedestrian‐oriented.  This type of development coupled with the City’s desire to  maintain its rural character generally resulted in the omission of bike paths and sidewalks for practical and  aesthetic reasons.  However, as Southlake has transitioned from a rural community to a suburban city with  numerous pedestrian‐friendly destinations, the desire for active transportation options has grown.      Formal emphasis on active transportation first emerged in Southlake in the early 1990s.  The 1995 Trail  System Master Plan was the City’s first plan to address pedestrian and bicycle mobility on a broad scale.  The  Plan was developed in response to a citizen survey conducted in the early 1990s that identified hike and bike  trails as well as nature areas and trails as top priorities.  The Plan focused primarily on potential on‐street  bike routes and sidewalks adjacent to roadways.    Southlake 2035 Mobility Goal  “Develop an innovative mobility  system that provides for the safe,  convenient, efficient movement of  people and goods, reduces traffic  congestion, promotes energy and  transportation efficiency and  promotes expanded opportunities  for citizens to meet some routine  needs by walking or bicycling.”   Excerpted from the Southlake 2035  Vision, Goals & Objectives  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 48  Six years later, the Plan was updated and the 2001 Southlake Pathways Plan was adopted.  This revised plan  expanded the originally proposed trail network to a more comprehensive system which included greenway  paths in future developments as well as additional equestrian and hiking trails.    The Pathways Plan was updated again as part of the 2025 comprehensive plan update (Southlake 2025 Plan)  and the 2005 Southlake Pathways Plan was adopted.  During the update process, a need to address gaps in  the existing network as well as connections between recreational trails and destinations was recognized.  As a  result, the 2007 Sidewalk Plan was developed and adopted in 2007 as a complement to the Pathways Plan.   The Sidewalk Plan identified planning, policy and implementation areas to provide or improve access to the  City’s pedestrian network.  Perhaps most significantly, the Sidewalk Plan identified and prioritized sidewalk  and trail infill segments for construction.  This prioritization list continues to be used as a starting point on an  annual basis when determining which sidewalks will be constructed through the Capital Improvements  Program.    Also during the Southlake 2025 process, recommendations were made to amend relevant development  ordinances to require sidewalks for all new development.  Those recommendations were implemented in 2006  and 2007.  With limited exceptions, all new development must provide sidewalks along city streets.    In 2014, the Southlake 2030 Mobility Master Plan was adopted.  This plan updated and consolidated three  comprehensive plan elements: the Sidewalk Plan, the Pathways Plan, and the Mobility and Master  Thoroughfare Plan.    In addition to plan development and ordinance amendments, the City has worked to improve pedestrian  mobility by pursuing grant funding opportunities and by dedicating approximately $200,000 annually for the  construction of sidewalks.    As evidenced in Southlake’s 2019 Citizen Survey, today there continues to be substantial public support and  interest in pedestrian facilities.    Sixty‐seven percent of survey respondents said “providing pedestrian  pathways, sidewalks, and trails” is “very important”, with an additional 24% ranking it “somewhat important”.   With the development of this plan, the City is taking an additional step toward achieving a safe, efficient,  seamless, and effective active  transportation network.      REGIONAL PLANNING    Beyond city‐level planning, the City has also shown it’s commitment to  active transportation by engaging in planning at a multi‐jurisdictional level  and a regional level.  City staff currently participate in the regional‐scale  NCTCOG Bicycle and Pedestrian Advisory Committee.  The Bicycle and  Pedestrian Advisory Committee is organized and supported by the North  Central Texas Council of Governments (NCTCOG) for the 16‐county region.   The Committee provides technical expertise, public outreach support,  review of regional bicycle and pedestrian planning, and assistance in the  selection of bicycle and pedestrian projects funded by the Regional  Transportation Council.  The Committee generally meets quarterly and the  meetings provide an opportunity for local governments to share best practices, success stories, and discuss  common issues in an effort to improve local initiatives and enhance regional coordination.    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 49    MOVING FORWARD    Recommendations for improvements for active transportation generally fall into three categories, Education  and Promotion, Safe Behavior and Enforcement, and Planning and Infrastructure:    Education and Promotion    By teaching pedestrians, bicyclists, and motorists to practice safe behavior while out on the City’s roads,  sidewalks, and trails, we can create a safer, more welcoming active transportation network.  Education and  training increase confidence which translates into a greater number of individuals choosing to utilize active  transportation options.      In addition to providing outreach and education to road and sidewalk users, an often overlooked audience  includes staff and decision makers.  This type of program is important for building support of a wider public  education campaign, increasing understanding of bicycle and pedestrian infrastructure needs, and fostering  relationships between the city and other local agencies and groups with an interest in pedestrian and cyclist  safety (schools, hospitals, running/bicycle stores or clubs).  Internal education may include but is not limited to  hosting in‐house meetings or forums, providing printed educational materials, and organizing “walk/bike the  trail” events where participants walk/run/bike on selected routes.    There are a number of resources available for developing a customized education program for Southlake.  A  few resources as well as model community activities are highlighted below.       National Bicycle Safety Education Resource Center  http://www.bicyclinginfo.org/education/resource/fhwa.html    The Federal Highway Administration’s National Bicycle Safety Education Resource Center  provides bicycle  safety education information.  The website includes a searchable database, a Database Guide that identifies  training needs for different audiences, and a Good Practices Guide that  serves as a resource in planning and developing bicycle safety education  programs.       NCTCOG Bicycle & Pedestrian Safety Education  http://www.nctcog.org/trans/sustdev/bikeped/safetyed/  https://www.lookouttexans.org     The North Central Texas Council of Governments (NCTCOG) offers  several publications on bicycle and pedestrian safety that may be  reproduced and distributed.  In addition, NCTCOG launched the Look  Out Texans campaign in 2015, which provides safety tips, educational  videos, and free bicycle and walking safety school kits for grades 3  through 8. Beyond educational outreach, NCTCOG facilitates regional  coordination for bicycle and pedestrian planning, provides statistics and  resources related to active transportation, and promotes National Bike  to Work Week, National Bike to Work Day, and Bike to School Day.    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 50   Federal Highway Administration Pedestrian Safety Campaign  http://safety.fhwa.dot.gov/local_rural/pedcampaign/    The Federal Highway Administration offers a Pedestrian Safety Campaign  that includes ready‐made outreach materials that communities can  customize and use locally.  The website includes materials for use in  television, radio, cinema, and print advertising.  The website also includes a  Campaign Planning Step by Step Guide that explains how to implement the  campaign.  The purpose of the campaign is to    1. Sensitize drivers to the fact that pedestrians are legitimate road  users and should always be expected on or near the roadway  2. Educate pedestrians about minimizing risks to their safety  3. Develop program materials to explain or enhance the operation of pedestrian facilities, such as  crosswalks and pedestrian signals.     BikeTexas  www.biketexas.org    BikeTexas is a non‐profit organization that works to increase awareness and interest in bicycle access, safety,  and education.  BikeTexas organizes bike rides and provides a wealth of information including bicycle related  news, bicycle route maps, and bicycle laws. In addition, BikeTexas offers SafeCyclist Certification Training  which provides teachers, police, and other youth community workers with the skills and curriculum to teach  youth about bicycle and pedestrian safety.  The organization also offers a BikeTexas Safe Routes to School  Event Manual, which describes how to organize a bike/walk events and provides templates for public service  announcements, press releases, donation requests letters, flyers, as well as event checklists and other  materials.       San Antonio, Texas    The City of San Antonio is one of thirteen Texas communities that has  received “Bicycle Friendly” designation by the League of American  Bicyclists.  The City has received this designation not only for their  provision of bicycle infrastructure, but also for their cycling education  and promotion activities. For example, the City of San Antonio’s Office of Sustainability has an outreach  campaign called “Get Cyched” that promotes cycling and educates the community about the rules of the road  for both drivers and cyclists.  Some of the City’s outreach materials have included print ads, bill boards,  bumper stickers, and posters.      In addition, San Antonio has adopted a safe passing ordinance which  establishes a minimum passing distance of 3 feet for cars (or 6 feet for  commercial or large trucks) when passing  vulnerable road users such as  bicyclists when road conditions allow.  The City also has a comprehensive  website that outlines city bike ordinances, state bike and pedestrian laws,  and provides downloadable “Get Cyched” outreach materials.    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 51  Siclovia, a bi‐annual car‐free event organized by the YMCA of Greater San Antonio, further promotes cycling  and other forms of active transportation in San Antonio.   Select streets are closed to automobiles for  approximately 6 hours on a Sunday to allow residents to bike, walk, run, skateboard, or participate in other  recreational activities without worrying about cars.  In addition, there are Reclovia areas that include free  activities such as group exercise classes as well as live music, water stations, and rest areas.      Austin, Texas    Austin has received Bicycle Friendly designation and is also the only Texas city to achieve Walk Friendly  designation.  One reason for this dual designation is Austin’s Safe Routes to School Program.  This program  trains, hires, and supervises crossing guards for 97 schools and offers education on bicycle, pedestrian, bus and  train safety to daycares, elementary schools, and parent groups in the city.  In addition, similar to San Antonio,  the City of Austin has adopted a Vulnerable Road User’s Ordinance, which recommends motorists maintain a  minimum of 3 feet when passing vulnerable road users such as bicyclists and pedestrians.      Other promotion activities that communities have utilized include:     Community rides   Trail maintenance days   4th of July bike parade   Kids’ triathlon   Bicycle fashion show or decoration competition   Providing bicycle and pedestrian safety courses for the general public   Hosting bicycle instructor certification training (such as the SafeCyclist curriculum)    Safe Behavior and Enforcement    While it is important to educate citizens about safe biking, walking, and driving habits, there must be effective  enforcement of the rules of the road.  Motorists who exceed the speed limit or fail to stop for pedestrians in  crosswalks should be held accountable for their actions.  Likewise, bicyclists and pedestrians that fail to follow  traffic laws should also be held accountable.      Planning and Infrastructure    Planning and Infrastructure includes physical improvements to the City’s active transportation network as well  as policy improvements.  The following sections address bicycle facilities, sidewalks, and crosswalks.      BICYCLE FACILITIES     Bicycling is an affordable mode of transportation that provides physical activity, produces no pollution, and  supports social interaction. Cycling empowers residents of all ages, including children, by providing a mobility  alternative to the automobile.  Unfortunately, Southlake currently lacks a connected system of bicycle trails  and the widespread development of dedicated bicycle lanes is impractical due to right‐of‐way and funding  constraints.  However, improvements can be made to provide a safer cycling environment and a connected  system of bicycle facilities.  Bicycle facilities, as defined by the American Association of State Highway and  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 52  Transportation Officials (AASHTO), are “improvements and provisions to accommodate or encourage bicycling,  including parking and storage facilities, and shared roadways not specifically defined for bicycle use”.      Goals for improved bicycle facilities:     Improve public safety and reduce opportunities for  injuries on roadways.   Promote healthy lifestyles, a cleaner environment,  and an improved quality of life.    Provide safe connected routes within the city,  offering easy transportation to schools, parks, and  pedestrian‐friendly shopping areas.   Extend recreational opportunities and  transportation choices by connecting to  neighboring cities.    Types of Cyclists    Bicyclist skill level is important for understanding the characteristics and infrastructure preferences of different  cyclists. Bicycle infrastructure should use planning and design options, from shared roadways to separate  facilities, to accommodate as many user types as possible and to provide a comfortable experience for the  greatest number of cyclists.  For example, some recreational cyclists may only feel comfortable using off‐street  pathways or on‐street dedicated bike lanes.  Other cyclists may prefer to use streets and do not want their  right to occupy any travel lane limited by bike lanes.    Several systems of bicyclist classification are used within the bicycle planning and engineering professions. The  following bicycle user types are adapted from a classification system adopted by the City of Portland, Oregon:    Strong and Fearless  Cyclists who will ride anywhere regardless of roadway conditions. These cyclists  can ride faster, prefer direct routes, and will choose to ride on roadways, even if  shared with other vehicles, over separated bicycle facilities like shared use paths.   They may cycle longer distances and ride at speeds of 20‐40 mph depending on  grade.    Enthused and  Confident  Intermediate cyclists who are mostly comfortable riding on all types of bicycle  facilities but typically prefer low traffic streets, bike lanes, or separated paths  when available. They may deviate from a more direct route to avoid arterials with  heavy traffic volumes, in favor of a preferred facility type.   Interested but  Concerned  These cyclists typically ride only on low volume, low speed streets or paths under  favorable conditions and weather. They perceive traffic and safety as significant  barriers to increased cycling. They may choose to ride on sidewalks if no on‐street  facility is available or walk their bike across intersections. These cyclists may  become Enthused and confident with additional education and experience. They  typically ride shorter distances at speeds around 8‐12 mph.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 53  Not Able or Not  Interested  People in this category are not cyclists.  They may not participate in cycling for a  variety of reasons, including inability, a lack of interest, or perceived safety issues.  Children  Special accommodations are needed for children to feel safe bicycling. Children  riding on their own or with parents may not ride as quickly as adults, but still  desire access to schools, parks, and other key destinations. While children have a  wide range of skills and cognitive abilities, children tend to:    o Have a relatively narrow field of  vision.  o Have difficulty understanding risks.   o Have difficulties accurately judging  the speed and distance of an  approaching vehicle.  o Assume the driver of a motor vehicle  can see them if they can see the  vehicle.  o Have difficulty concentrating on more than one thing at a time.   o Have difficulty determining the direction of auditory input.   o Have little experience with the rules of the road because they do not drive.*  * 2012 Guide for the Development of Bicycle Facilities, 4th Edition, AASHTO    Many of the cyclists who are currently seen riding in Southlake would likely fit into either the Strong and  Fearless or Enthused and Confident categories.       Types of Infrastructure    Southlake’s network of bicycle facilities should include a mix of facility types which can be practically  implemented and meet the needs of local cyclists.  When identifying bike routes and the types of facilities to  implement throughout the City, consideration must be given to accommodate different types of cyclists and to  respond to the context of neighboring land uses, speed and volume of motorist traffic, and availability of right  of way. The following types of bicycle infrastructure are not intended to be an exhaustive list, but they are the  types of facilities that may be appropriate for consideration in Southlake.     Shared Lanes    A shared roadway is simply a roadway that is open to both bicycle and motor vehicle travel.  Generally in  Texas, bikes are permitted on all roadways even if there are no signs or lane markings indicating that the  roadway is a shared lane facility.  According to the Texas Transportation Code (§551.103), bicyclists are  required to ride as near as practicable (not as possible) to the right curb or edge of the roadway, with limited  exceptions.     Dedicated Bicycle Lanes    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 54  Bike lanes are one‐way facilities that typically carry bicycle traffic in the  same direction as adjacent motor vehicle traffic. Bike lanes are provided for  the exclusive or preferential use of bicyclists on a roadway and are  identified through signage, striping, or other pavement markings.  Bike  lanes are typically provided on thoroughfare types of facilities and are  intended to provide separation between motor vehicles and bicyclists. This  separation provides for additional comfort to the less experienced bicyclists  and encourages these riders to use on‐street facilities. Traditionally, only  the more aggressive, experienced riders (Enthused and Confident riders)  are comfortable sharing a lane with cars on thoroughfare roadways. The  addition of bike lanes can increase types and numbers of on‐street riders.   However, Enthused and Confident riders may disregard bike lanes if they  are too successful and become crowded with slower users.      The minimum operating width of a bike lane should not be less than 4 feet and the maximum operating width  should not be greater than 6 feet.  Bike lanes wider than 6 feet are commonly mistaken by motor vehicles as  travel lanes or parking areas.      Due to right of way constraints, dedicated bicycle lanes are not feasible in Southlake unless they are  incorporated into future roadway widening projects.  Since most roadways will not be widened, other facility  options must be considered.     Signed Roadways    Signed roadways are simply shared lane roadways with a “SHARE THE ROAD” sign  assembly or similar roadside sign type.   Signed roadways are facilities that are already  frequently utilized by bicyclists or that the City would like to encourage bicyclists to  utilize over unsigned roadways.   The signage provides enhanced awareness to  motorists that bicyclists are present and reminds them to afford the bicyclists the same  rights as they would to motorized vehicles.  Due to limited right of way and funding  availability, this type of bicycle facility may be the most practical for improving the  bicycle network throughout the City.        Wide Outside Lane Roadways    Lane widths that are 14 feet or greater (excluding the gutter) allow motorists to pass bicyclists without  encroaching into the adjacent lane.  Wide outside lanes are an option when there is some available right of  way to accommodate cyclists, but the width is not sufficient to provide either bike lanes or paved shoulders.   This type of facility is generally appropriate on arterials and collectors where the design speed is greater than  25 mph.  Since wide lanes may result in faster travel speed by motorists, wide outside lane facilities should be  signed appropriately with signage to raise awareness of the presence of bicyclists.  The new section of White  Chapel Boulevard is an example of a Wide Outside Lane facility, with 14 foot outside lanes to accommodate  cyclists.              [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 55   Sidewalks      While the roadway is typically the  safest location for most bicyclists to  ride, sidewalks are a part of the  active transportation network and  some bicyclists, particularly children,  may prefer sidewalks to roadways.   Bicyclists may ride on sidewalks if  they travel at or below the design  speed of the sidewalk (often the  speed of a typical jogger). However, apart from children, most  bicyclists typically travel faster than this speed.     There are several reasons bicycling on sidewalks is not  recommended.  The narrow width of the City’s sidewalks (8 feet  in width or less) makes passing other sidewalk users difficult and  can cause conflicts between users.  The minimum recommended  width for paths to accommodate both bicyclists and pedestrians  is 10 feet.     In addition, bicyclists on sidewalks do not approach intersections  and driveways from the same areas as motor vehicle traffic, so  they can be difficult for drivers to see.  Further, cycling hazards,  such as low hanging branches, are more likely on a sidewalk  than on a roadway.  Bicyclists who choose to ride on the  sidewalk in either direction must be educated about the hazards  associated with this practice and understand that cyclists must  always yield to pedestrians on sidewalks.      Existing Facilities    Currently there are no dedicated bicycle lanes in the City.   However, there are several routes that have “Share the Road”  signs (see images on the next page) to raise awareness of  bicyclists.  These routes include:    Dove Road   North White Chapel Boulevard   Peytonville Avenue   Carroll Avenue   Continental Boulevard    BICYCLIST  RULES OF THE ROAD    Follow the same laws that apply to  motorists.  Obey all traffic signals,  signs, and lane markings.  Always yield to pedestrians.  Ride on the right side of the road with  the flow of traffic.  Always wear a properly fitting helmet.  Ride predictably, assertively, and be  alert.  Use hand signals before  turning.  Be visible.  If riding at night, use lights,  reflectors, and bright clothing.  Avoid riding on sidewalks if possible.   When riding on sidewalks, keep  speeds close to a typical jogging  speed.  MOTORIST  RULES OF THE ROAD    Obey speed limits.  Higher speeds  result in greater injuries to cyclists  and pedestrians.  Obey signs, signals, and markings.    Always look for bicyclists when  turning left or right.  Pass bicyclists giving at least three  feet of space.  Slow down and do not  pass if space does not allow.  Do not use your horn in close  proximity to bicyclists.  Look for bicyclists when opening  doors.    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 56  These are the routes that are most frequently used by local bicycling clubs.  In  addition, there are bicycle signs (bicycle symbol without the “Share the Road”  text) on Southlake Boulevard near White Chapel Boulevard and Peytonville  Avenue.      Recommended Facilities    When developing recommendations, the types of cyclists, the types of trips  (utilitarian vs. recreational) and the different types of equipment (such as road  bikes, cruisers, tandems, and trailers) are all important considerations.  The  ultimate goal of the bicycle network is to accommodate as many user types as  possible and to provide a comfortable experience for the greatest number of  cyclists.  With these considerations in mind, the recommended facilities are shown  on the following map.  The recommended facilities are available in a table format  in Appendix C.          Example of a “Share the  Road” sign found on multiple  routes  Bicycle Facility Master Plan [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 57        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 58  SIDEWALK FACILITIES     A safe, seamless, and effective sidewalk network continues to be  a top priority for the City of Southlake.  In the 2019 Citizen  Survey, 91% of respondents listed sidewalks as a topic of high  importance.  The primary objectives for Southlake’s pedestrian  network are to connect neighborhoods to adjacent schools,  parks, recreational facilities, shopping centers, and employment  centers; to close gaps between existing facilities; to facilitate  travel between neighborhoods; and to connect Southlake with  neighboring communities.    Sidewalk construction in Southlake is primarily funded through  the following means:      Capital Improvements Program Direct Funding.  Each  year, approximately $200,000 is allocated for sidewalk  construction.     Capital Improvements Program Indirect Funding.  When  roadways are widened, sidewalks are included on both  sides of the street as part of the project.  In addition, park  improvement projects may include sidewalk and trail  construction.      Developers Agreements.  With limited exceptions, all new  commerical and residential developments must provide  sidewalks along City streets.   Grant Funding.  City staff actively seek out grant funding  opportunities for sidewalks and apply whenever the City is  eligible.  Several of the sidewalk segments along Southlake  Boulevard were funded in part by the competitive  Transportation Enhancement Program, which is federally  funded and administered by the Texas Department of  Transportation.   Neighborhood Sidewalk Matching Funds Program.   Residents can formally request the City to participate in up  to 50% of the cost of designing and constructing sidewalks  within their neighborhoods.  Neighborhood organizations  and Homeowners Associations are encouraged to apply  for funds to build sidewalk projects they feel would make  a difference in improving the safety of their  neighborhoods or provide critical connections to schools,  parks or other sidewalks.                [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 59  Accessibility    In accordance with the Americans with Disabilities Act (ADA), the City of Southlake completed a self‐evaluation  of all city services, programs and facilities. The purpose of a self‐evaluation is to identify and correct  deficiencies that are not consistent with the requirements of Title II of the ADA. Southlake’s self‐evaluation  included assessments of curb ramps and pedestrian signals.  The City of Southlake’s ADA Transition Plan  addresses noncompliant facilities.    Sidewalk Classification    In an effort to simplify the Pathways Map and make the proposed pathways system easier to understand, the  pathways classifications used in previous plans were consolidated into the following categories:     Pathway – Any sidewalk or trail intended primarily for walking, running, hiking, and/or horseback  riding.        Existing Sidewalks – Built sidewalks that are 6 feet or less in width.   Existing Multi‐Use – Built sidewalks that are 8 feet or more in width.  Although these sidewalks are  intended primarily for pedestrians, they may also accommodate low speed cyclists and other similar  users.   Existing Equestrian/Hike – Built trails and sidewalks, primarily located within City parks.  These  pathways vary in width depending on site conditions and user needs.  They may be concrete, asphalt  or natural surface and are intended primarily for hiking and/or horseback riding.   Future Sidewalks – Recommended sidewalks that are 6 feetless than 8 feet in width.     Future Multi‐Use – Recommended sidewalks that are 8 feet or more in width.  Although these  sidewalks are intended primarily for pedestrians, they may also accommodate low speed cyclists and  other similar users.   Future Equestrian/Hike – Pathways that may vary in width depending on site conditions and user  needs.  They are preferred to be natural surface for hiking and/or horseback riding but may be  concrete or asphalt depending on site conditions.   Future Natural – Pathways less than 8 feet in width that are preferred to be natural surface but may  be concrete or asphalt depending on site conditions.   Park Connection Recommendations – Planned sidewalks or trails within or adjacent to City parks.   These pathways may be concrete, asphalt or natural surface and vary in width.  Additional information  on these sidewalks and trails may be found in the Parks, Recreation, & Open Space Master Plan.    Sidewalk Construction Prioritization    Beginning with the 2007 Sidewalk Plan, staff identified critical sidewalk gaps throughout the City and ranked  those gaps based on the following criteria:    1. proximity to schools,   2. proximity to parks,   3. proximity to existing and future trails,   [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 60  4. proximity to destinations of commerce,   5. connections to other cities, and   6. adjacency to roadway type (residential street vs. arterial).      On an annual basis, that initial ranking was used to prioritize construction through the Capital Improvements  Program, also taking into account factors of funding availability, right‐of‐way constraints, construction  feasibility (due to topography, drainage, trees, etc.), and development status of the land.  In addition, new  segments were  identified annually as a result of the construction of new neighborhoods, schools, parks,  commercial developments, and roadway improvements.      The 2007 list of critical sidewalk gaps was reviewed and updated as part of the Southlake 2030 process, and  again as part of the Southlake 2035 process.  Segments that have been completed or that are in progress have  been removed and new segments have been identified and added as a result of continued development.  For  Southlake 2035, a consulting firm was utilized to rank segments based upon:      Connectivity ‐ prioritizing connections to schools and parks;   Constructability ‐ including factors such as relocation of utilities, tree removal, and impact on other  existing features (such as signs, fencing, and landscaping); and    Feasibility ‐ considering factors such as whether or not an easement is needed, presence of a bar  ditch, the need for a pedestrian bridge, and grading.  Once the initial rankings were received from the consultant, the list was reviewed and assessed by staff.  In  particular, additional consideration was given for segments that could be included with other planned capital  projects.  The resulting sidewalk construction priority list will continue to serve as a starting point for  prioritizing projects for construction through the CIP on an annual basis.  This list is intended to be a fluid  document with the addition of new segments as new developments are constructed and new needs are  identified.  Further, tier ranking recommendations are intended only as a general guideline and are subject to  change due to site conditions, feasibility of inclusion in other CIP projects (such as roadway improvements),  and availability of funding during the given budget year.  Sidewalk priorities are reviewed at least annually and  are available on the city’s website. See Appendix C for the sidewalk construction priority list.     [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 61           [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 62  CROSSWALKS    In addition to sidewalks and bicycle facilities, planning for a safe, efficient, and effective active transportation  system must also include crosswalks.   As traffic volumes continue to increase with local and regional growth  and pedestrian counts increase with the expansion and improvement of the active transportation system,  establishing and maintaining safe and effective crosswalks is of critical importance.      Although different types of crosswalks are appropriate depending on roadway classification and site conditions  (such as school zones), uniform standards for similar conditions are desirable to prevent confusion among  motorists and pedestrians. These standards are outlined in the following table.        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 63  Table P‐1: Recommended Crosswalk Type  Crosswalk  Type Example Recommended Application  Marked ‐  Continental    “Continental” striping is  recommended across arterials,  collectors, school drives, and  residential streets within school  zones.        Marked ‐  Standard  “Standard” striping is  recommended across local and  residential streets.    Marked &  Signed    Intersections (without traffic lights)  that are in or near school zones or  in other areas that are likely to  have heavy pedestrian traffic.   Signs may be used in conjunction  with “continental” striping,  “standard” striping, or stamped  asphalt or concrete depending on  the type of street.  Stamped  Asphalt or  Stamped  Concrete    Roundabouts, Town Square, S.H.  114 intersections, and selected  intersections along Southlake  Boulevard (as recommended in the  Urban Design Study).  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 64  Table P‐1: Recommended Crosswalk Type  Crosswalk  Type Example Recommended Application  Active  Warning  Beacon     Midblock locations, particularly in  or near school zones.  Active  warning beacons should be used in  conjunction with “continental”  striping.  Traffic Signal  Intersections    At intersecting collector and  arterial intersections, push‐button  activated pedestrian signals are  recommended.       [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan   Ordinance No. 1075‐CD, Adopted December 7, 2021________ [SOUTHLAKE COMPREHENSIVE PLAN] 65  IMPLEMENTATION, PRIORITAZATION AND  EVALUATION    PLAN IMPLEMENTATION    A plan is only as good as the methods by which it is used as a tool for the ultimate goal, implementation. While  several substantial transportation improvements through the City remain, the City is in generally good shape  (compared to population size) with meeting current needs. The next section provides the strategy that was  undertaken to determine which recommendations and needs should be addressed earlier rather than later.   The end result of this strategy is the Summary of All Mobility Plan Recommendations (Appendix C) which  serves as the blueprint for plan implementation.      PRIORITIZATION SCHEDULE    For each specific recommendation, a relative ranking (tier) has been established to assist with the timeframe  of implementation for the recommendation. The tiers are divided into three different categories based on  timeframe to implement:      Tier 1: 1 to 3 Years   Tier 2: 4 to 7 Years    Tier 3: 8 Years and beyond    The tier rankings areThe Summary of All Mobility Plan Recommendations is used in the development of  department work plans as well as the Capital Improvements Program (CIP).  In fact, the Capital Improvements  Program (CIP) planning process begins and ends with projects recommended by this masterthe Comprehensive   pPlan. Annually, as part of the City’s budget process, city staff analyzes the adopted master plan elements and  develops a comprehensive list of projects with preliminary cost estimates for inclusion in the proposed CIP.  The proposed CIP is submitted to the CIP Technical Committee (department directors), who rank them based  on set criteria. The priority list of mobility recommendations that was developed during this master plan will  help guide future members of the City’s boards and City Council when making decisions related to the CIP.     While these tiers provide the ideal order of implementation and desired priority for the mobility  recommendations, aAll recommendations are subject to available funding during the given budget year and  will be placed on the Capital Improvements Program (CIP) accordingly.    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted _______________ [SOUTHLAKE COMPREHENSIVE PLAN]  66  APPENDIX A    Level of Service (LOS) Descriptions    The following descriptions have been adopted directly from the Transportation Research Board’s  Highway Capacity Manual (HCM 2000), Fourth Edition.  Quality of service requires quantitative  measures to characterize operational conditions within a traffic stream.  Level of service (LOS) is a  quality measure describing operational conditions within a traffic stream, generally in terms of such  service measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort  and convenience.    Six levels of service are defined for each type of facility that has analysis procedures available.  Letters  designate each level, from A to F, with LOS A representing the best operating conditions and LOS F  the worst.  Each level of service represents a range of operating conditions and the driver’s  perception of those conditions.  Safety is not included in the measures that establish service levels.    Level of Service A   Level of Service A describes a condition of free flow, with low volumes and high speeds.    Level of Service B  Level of Service B is the zone of stable flow, with operating speeds beginning to be restricted  somewhat by traffic conditions. Drivers still have reasonable freedom to select their speed and lane  of operation.     Level of Service C   Level of Service C is the zone of mostly stable flow, but speeds and maneuverability are more closely  constricted by the higher volumes.     Level of Service D   Level of Service D is a zone that approaches unstable flow, with tolerable operating speeds, however  driving speed is considerably affected by changes in operating conditions.     Level of Service E   Level of Service E is a zone that cannot be described by speed alone. Operating speeds are lower than  in Level D, with volume at or near the capacity of the highway.     Level of Service F   Level of Service F is a zone in which the operating speeds are controlled by stop‐and‐go mechanisms,  such as traffic lights. This is called forced flow operation. The stoppages disrupt the traffic flow so  that the volume carried by the roadway falls below its capacity; without the stoppages, the volume of  traffic on the roadway would be higher, or in other words, it would reach capacity.  [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted _______________ [SOUTHLAKE COMPREHENSIVE PLAN]  67  It should be noted that LOS is a measure of a roadway segment's (zone's) efficiency at moving  automobiles through the zone.  By definition, it places a high emphasis on the free‐flowing speeds of  autos and does not give consideration to the comfort or safety other roadway users such bicyclists or  pedestrians.                                 [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted _______________ [SOUTHLAKE COMPREHENSIVE PLAN]  68  APPENDIX B    South Village Center Drive Guidelines    [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted _______________ [SOUTHLAKE COMPREHENSIVE PLAN]  69      [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted _______________ [SOUTHLAKE COMPREHENSIVE PLAN]  70        [SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐D, Adopted _______________ [SOUTHLAKE COMPREHENSIVE PLAN]  71          [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    72  APPENDIX C  Summary of all Mobility Plan Recommendations  Tier 1 (1‐3 Years)  Tier 2 (4‐7 Years)  Tier 3 (8+ Years)  Thoroughfare Plan Recommendations Ref. No. Description/Issues Recommendations Implementation Metric Strategic Link VNT Link VGO Tie Priority Tier Responsible Department MT3 Continental Blvd and S Peytonville Ave Roundabout Traffic increases in the vicinity of Continental and S Peytonville during peak times, school pick up/drop off times, and during heavy use of Koalaty Park. Construct a roundabout at the intersection of W Continental and S Peytonville. Complete construction of the W Continental/S Peytonville roundabout.  Design is in progress. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW MT7 Kirkwood Blvd, Extension from Dove to Highland Kirkwood is disconnected between Dove and Highland. While the majority of the roadway is anticipated to be constructed along with development, participate in the extension of Kirkwood from Dove to Highland as appropriate. Dependent upon development and as needs are determined, consider public participation in the extension of Kirkwood from Dove to Highland. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 3 PW MT8 N White Chapel, Emerald to SH114 Traffic volumes will increase on N White Chapel Blvd between Highland and SH 114 as undeveloped properties designated as Mixed Use develop around the Methodist Southlake hospital.  Improve this segment of N White Chapel to its ultimate cross section.  Phase I, construction from the Highland Roundabout to SH 114, was completed in 2019.    Complete construction of Phase II from Emerald to Highland.   Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    73  Thoroughfare Plan Recommendations Ref. No. Description/Issues Recommendations Implementation Metric Strategic Link VNT Link VGO Tie Priority Tier Responsible Department MT9 N White Chapel Blvd, SH 114 to Dove Rd Traffic volumes along N White Chapel Blvd between SH 114 and Dove are anticipated to increase as Carillon builds out and the property between N White Chapel Blvd and SH 114 develops. Widen this segment of N White Chapel to 4 lanes divided by a median, with other agreed improvements dependent upon and accompanying the Carillon development. Conduct a study of the future intersection at N White Chapel Blvd and Kirkwood Blvd.  Complete construction of the N White Chapel improvements from SH 114 to Dove.  This project will be driven by development. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 2 PW MT13 S Carroll Ave widening from Breeze Way to FM 1709 Traffic volumes along S Carroll from Breeze Way to FM 1709 will increase due to the Winding Creek residential development and future development along FM 1709. Widen this section of S Carroll Ave to its ultimate 4 lane divided cross section. Complete construction of the S Carroll widening from FM 1709 to Breeze Way. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 3 PW MT14 Brumlow widening from Continental to SH 26 Properties adjacent to Brumlow are mostly undeveloped or underdeveloped.  Traffic volumes are anticipated to increase with the opening of the Municipal Service Center and as adjacent properties develop. Widen this section of Brumlow to its ultimate 4 lane divided cross section. Complete construction of the Brumlow widening from Continental to SH 26. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW MT15 N Kimball Ave and E Dove Rd Intersection Improvements Traffic congestion is increasingly heavy during peak hours at the intersection of N Kimball and E Dove, the only major connection into Grapevine from Southlake north of SH 114. Construct intersection improvements at the intersection of N Kimball and Dove. Complete construction of the N Kimball/Dove intersection improvements.  Handled by Grapevine per interlocal agreement. Mobility, Infrastructure, C1, C2, CBO5 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 3 PW  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    74  Thoroughfare Plan Recommendations Ref. No. Description/Issues Recommendations Implementation Metric Strategic Link VNT Link VGO Tie Priority Tier Responsible Department MT17 S Village Center Dr Connector Traffic volumes are anticipated to increase along FM 1709 as development occurs.  Stacking along Kimball creates congestion during peak times for school drop‐off/pick‐up. Acquire, design, and construct Village Center Drive from Kimball to Nolen. Complete construction of the Village Center extension from Kimball to Nolen.  This project will be driven by development. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 3 PW MT19 Bank St Connector There is no westbound FM 1709 access from Nolen Street.  An alternate route is necessary to provide access. Design and construct a roadway connector parallel to FM 1709 to preserve access to commercial businesses. Complete construction of the Bank Street connector. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 3 PW MT20 FM 1709 and Pearson Improvements LOS anticipated to be reduced with continued development along FM 1709 and Pearson Lane. Design and construct intersection improvements at FM 1709/Pearson in partnership with Keller. Work with Keller to complete construction of safety and mobility improvements at FM 1709/Pearson. Mobility, Infrastructure, C1, C2, CBO4, CBO5 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9  1 PW MT21 N Carroll Ave widening from SH 114 to Dove Rd The level of service is expected to decrease as Carillon and other properties adjacent to N. Carroll Avenue continue to develop. Consider the widening of N. Carroll Ave. from SH 114 to Dove Rd as traffic counts and level of service warrant. Complete the widening and improvements of N. Carroll Avenue. This may occur in phases. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 3 PW MT22 FM 1709 Flyover The level of service has dropped in the past but may have improved with the DFW Connector Project from the westbound frontage road of S.H. 114. Consider the construction of the FM 1709 Flyover if the level of service and traffic counts warrant. Complete the construction of the flyover onto westbound FM 1709. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 3 PW MT25 FM 1938 and W Continental Intersection Improvements Increased traffic volumes on FM 1938, connecting to SH 114 and Continental Blvd. Design and construct intersection improvements at FM 1938 and W Continental. Complete construction of intersection improvements at FM 1938/W Continental. Mobility, Infrastructure, C1, C2, CB04 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    75  Thoroughfare Plan Recommendations Ref. No. Description/Issues Recommendations Implementation Metric Strategic Link VNT Link VGO Tie Priority Tier Responsible Department MT26 Dove and Kirkwood Intersection Improvements Traffic volumes will increase as property to the south develops and the intersection is built for the continuous connection of Kirkwood. Design and construct intersection of Dove and Kirkwood. Complete construction of intersection improvements at Dove/Kirkwood. Mobility, Infrastructure, C1, C2, CBO4 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW MT30 Kimball and Kirkwood Traffic Management Study Increased traffic volumes as properties adjacent to SH 114 and Kimball Ave develop. Consider options for traffic management at the intersection of Kirkwood and N Kimball. Conduct a study of the N Kimball/Kirkwood intersection. Mobility, Infrastructure, C1, C2, CBO4 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW MT33 Kimball and Village Center Traffic Management Study  Traffic volumes will increase as the properties located along S Kimball Ave develop and create congestion during peak times and during school operations on the west side of S Kimball. Consider signalization or other traffic management devices at the intersection of S Kimball and the Village Center Drive extension. Conduct a study of the S Kimball/Village Center intersection. Mobility, Infrastructure, C1, C2, CBO4 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW MT35 Traffic Management Options As signals are installed and maintained by the city, current staff will need to be responsive to traffic management issues. Consider traffic management options through internal staffing or contracted services. Explore options to add a traffic management service. Mobility, Infrastructure, Performance Management and Service Delivery, C1, C2, CBO4 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW MT36 Pedestrian Safety and Vehicle Speeds Current speeds along may rights‐of‐way are higher than appropriate for the designated classification.  High speeds create safety concerns, especially for locations highly trafficked by pedestrians. Continue to Wwork with DPS to determine locations where speeding is high and to assess existing speed limits.     Assess existing speed limits and modify them where appropriate.  Encourage speed‐appropriate designs in new ROW construction through the review process.  Mobility, Infrastructure, Performance Management and Service Delivery, C1, C2 Efficient Mobility Options, Pedestrian Design 3.1, 3.3, 3.5, 3.9 1 PDS, PW, DPS  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    76  Thoroughfare Plan Recommendations Ref. No. Description/Issues Recommendations Implementation Metric Strategic Link VNT Link VGO Tie Priority Tier Responsible Department MT39 Property Access Management The city’s current Driveway Ordinance is out of date and does not adequately meet needs for access management. Develop a new Driveway Ordinance reflecting current best practices to ensure proper access to new development. Adopt a new Driveway Ordinance. Mobility, Infrastructure, Performance Management and Service Delivery, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PDS, PW MT42 Deceleration Lanes at Southridge Lakes and Byron Nelson Traffic flow on Southlake Blvd is impeded by motorists turning right onto Southridge Lakes Pkwy and Byron Nelson Blvd. Install deceleration lanes on Southlake Blvd at Southridge Lakes Pkwy and Byron Nelson Blvd. Construct decelerations lanes at the intersections of Southlake Blvd (FM 1709) and Southridge Lakes Pkwy and Byron Nelson Blvd.  Project is under design. Mobility, Infrastructure, C1, C2 Efficient Mobility Options 3.1, 3.3, 3.5, 3.9 1 PW MT44 Electric Vehicle Recharge Stations As electric vehicles become more popular, demand for charging stations within Southlake will continue to increase.   Continue to explore opportunities for electric vehicle recharge stations in public and private development where appropriate. Continue to explore opportunities for electric vehicle recharge stations in public and private development where appropriate. Mobility, B6 Efficient Mobility Options 6.2, 7.3, 7.6 1 PDS MT46 SH 114 Improvements – Frontage Road between Dove and W Kirkwood/Intersection Improvements and signalization at SH114/Kirkwood Traffic volumes have increased on Dove St. and W. Kirkwood Blvd. with development in the area and are expected to increase further with future development of the Wilkes property.   Design and engineering and the installation of traffic signals at the SH 114 and W. Kirkwood intersection have been completed.  Complete construction of the SH 114 frontage road and intersection improvements per the approved engineering plan.  Construction of the frontage road will allow employees and patrons of nearby businesses access to SH 114 without having to navigate local roads. Design and engineering and the installation of traffic signals at the SH 114 and W. Kirkwood intersection have been completed.  Complete construction of the frontage road and remaining intersection improvements. Mobility, Infrastructure C1, C2 Efficient Mobility Options  3.1, 3.6, 3.8, 3.10 6.1  1 PW  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    77  Thoroughfare Plan Recommendations Ref. No. Description/Issues Recommendations Implementation Metric Strategic Link VNT Link VGO Tie Priority Tier Responsible Department MT51 Shady Oaks/Highland Intersection Improvements Increased traffic has reduced the level of service of the Shady Oaks/Highland intersection.   Evaluate intersection improvement options and implement recommended improvements if determined necessary. Evaluate the final analysis of improvement options and include incorporation of feedback from Coventry Manor HOA representatives.  Construct intersection improvements only if determined necessary. Mobility, Infrastructure C1, C2 Efficient Mobility Options  3.1, 3.6, 3.8, 3.10 6.1  2 PW MT52 In Conjunction with TXDOT – Conduct a Study on SH114 Main Lane Expansion and Ramp Reversals Between Kimball Avenue and White Chapel Boulevard Reversing ramps will allow for increased accessibility to properties along the frontage road; improve safety by moving the traffic “weaving area” between an entrance ramp and exit ramp from the main lanes to the frontage road, where speeds and volumes are lower; and reduce traffic congestion at intersections by allowing through traffic to access the highway.   Conduct a study to determine cost and construction feasibility. Based on study findings – create a CIP project request and project timeline for the implementation of the project. Mobility, Infrastructure C1, C2 Efficient Mobility Options  3.1, 3.6, 3.8, 3.10 6.1  2 PW   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    78    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    79    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    80  Intersection Capacity Improvement Recommendations ID Recommendation/Description Intersection(s) Strategic Link VGO Priority Tier IC1 IC3 IC1.  Add crosswalk signs to all crosswalks. IC3.  Add curb ramps with detectable warning surfaces for the north, east and westbound approaches Continental Blvd @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.2 1 IC80 Investigate need to build out to a two‐lane roundabout, needs further study for geometric layout and ROW impacts Continental Blvd @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.1, 3.9 3 IC2 IC13 IC2.  Add curb ramps to the northwest and southwest corners IC13.  Install two directional curb ramps aligned with crosswalks on the northeast and southeast corners Carroll Ave @ Highland St / Kirkwood Blvd Mobility, Infrastructure, C1, C2 3.3 1 IC74  Investigate option of installation of roundabout or intersection signalization  Investigate need to construct a right turn bay on the westbound approach (interim improvement) Carroll Ave @ Highland St / Kirkwood Blvd Mobility, Infrastructure, C1, C2 3.1, 3.9 3 IC4 IC14 IC4.  Add curb ramps with detectable warning surfaces on the northwest and southwest corners IC14.  Install two directional curb ramps on the northeast and southeast corners Peytonville Ave / Southridge Lakes Pkwy @ Peytonville Ave / Raven Bend Ct Mobility, Infrastructure, C1, C2 3.3 1 IC5 IC17 IC5.  Add curb ramps with detectable warning surfaces to the three remaining corners IC17.  Move crosswalk in front of the Shady Oaks Dr @ Highland St / Turnberry Ln Mobility, Infrastructure, C1, C2 3.3 1  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    81  Intersection Capacity Improvement Recommendations ID Recommendation/Description Intersection(s) Strategic Link VGO Priority Tier stop sign and install two directional curb ramps on the southwest corner IC12 Install curb ramps for all approaches, signing and striping Continental Blvd @ Peytonville Ave Mobility, Infrastructure, C1, C2 3.9 1 IC18 IC75 Investigate need for intersection improvements. Continental Blvd @ Byron Nelson Pkwy Mobility, Infrastructure, C1, C2 3.2 1 IC32 Rebuild appropriate pedestrian accommodations per completed intersection study  Continental Blvd @ Byron Nelson Pkwy Mobility, Infrastructure, C1, C2 3.3 1 IC27 IC34 IC27.  Provide curb ramps on the three corners that do not currently have curb ramps.   IC34.  Rebuild directional curb ramps on the southeast corner. Dove Rd @ Shady Oaks Dr Mobility, Infrastructure, C1, C2 3.9 1 IC33 Rebuild appropriate pedestrian accommodations for modified roundabout layout Continental Blvd @ Carroll Ave Mobility, Infrastructure, C1, C2 3.3 3 IC76 Investigate need to construct a two‐lane roundabout, needs further study for geometric layout and ROW impacts Continental Blvd @ Carroll Ave Mobility, Infrastructure, C1, C2 3.1, 3.9 2 IC36 IC72 IC36.  Reconstruct two directional curb ramps aligned with crosswalks on all corners IC72.  Place ped push buttons at landing of each barrier free pedestrian ramp Carroll Ave @ Zena Rucker Rd Mobility, Infrastructure, C1, C2 3.2 1 IC41 IC42 IC44 IC71 IC41.  Relocate PED push buttons to ADA compliant landings.   IC42.  Relocate PED signal heads closer to crosswalk.   Continental Blvd @ Davis Blvd Mobility, Infrastructure, C1, C2 3.3 1  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    82  Intersection Capacity Improvement Recommendations ID Recommendation/Description Intersection(s) Strategic Link VGO Priority Tier IC44.  Remove split phasing for minor approaches and run protected + permitted for all approaches IC71.  Wait until construction at Davis and FM 1709 is finished, then follow up with additional traffic counts to identify additional infrastructure improvements. IC43 IC55 IC56 IC43.  Relocate the pedestrian push button to ADA compliant landings IC55.  Retime for eastbound traffic on Continental Blvd to have more time IC56.  Right turn overlap for northbound right turns with westbound left turns, install sign prohibiting westbound u‐turns Continental Blvd @ Kimball Ave Mobility, Infrastructure, C1, C2 3.3 1 IC45 Replace detectable warning surfaces to cover full width of curb ramp on both existing curb ramps SH 114 Eastbound Frontage Road @ State St Mobility, Infrastructure, C1, C2 3.9 1 IC78  Investigate need to construct two directional curb ramps aligned with crosswalks on all corners  Investigate need to extend westbound left turn bay length Continental Blvd @ Kimball Ave Mobility, Infrastructure, C1, C2 3.1, 3.9 1 IC81  Investigate need to construct a roundabout, requires further study for geometric layout and ROW impact and coordination with TxDOT Dove Rd @ Shady Oaks Dr Mobility, Infrastructure, C1, C2 3.1, 3.9 3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    83  Intersection Capacity Improvement Recommendations ID Recommendation/Description Intersection(s) Strategic Link VGO Priority Tier IC82  Investigate need to construct three curb ramps; two for the southbound approach and one for the eastbound approach Dove Rd @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.1, 3.9 3  TXDOT Intersection Capacity Improvement Recommendations ID Recommendation Intersection(s) Strategic Link VGO Priority Tier IC6 Change eastbound and westbound left turns to protected only Southlake Blvd (FM 1709) @ Carroll Ave Mobility, Infrastructure, C1, C2 3.2 1 IC7 Change minor street phasing from split phase to protected + permitted Southlake Blvd (FM 1709) @ Pearson Ln Mobility, Infrastructure, C1, C2 3.6, 3.9 1 IC8 Consider flashing beacon system for crosswalks for school children since traffic signal isn't warranted Southlake Blvd (FM 1709) @ Commerce St / Gateway Dr Mobility, Infrastructure, C1, C2 3.3 1 IC9 Give eastbound left turn movement more time Southlake Blvd (FM 1709) @ Carroll Ave Mobility, Infrastructure, C1, C2 3.2 1 IC10 Give eastbound left turn movement more time from the westbound through Southlake Blvd (FM 1709) @ Kimball Ave Mobility, Infrastructure, C1, C2 3.2 1 IC11 Give southbound left turn phase and westbound left turn phase more time during the school peak in a special school timing plan Southlake Blvd (FM 1709) @ Peytonville Ave Mobility, Infrastructure, C1, C2 3.2 1  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    84  TXDOT Intersection Capacity Improvement Recommendations ID Recommendation Intersection(s) Strategic Link VGO Priority Tier IC20 Prohibit u‐turns on all approaches Southlake Blvd (FM 1709) @ Carroll Ave Mobility, Infrastructure, C1, C2 3.9 1 IC21 Prohibit westbound left turns from Main St onto Carroll Ave Southlake Blvd (FM 1709) @ Carroll Ave Mobility, Infrastructure, C1, C2 3.9 1 IC22 Provide Audible Pedestrian System (APS) push buttons for the eastbound approach crossing Southlake Blvd (FM 1709) @ Tower Blvd Mobility, Infrastructure, C1, C2 3.2, 1 IC23 Provide count down PED signal heads for all crossings  Southlake Blvd (FM 1709) @ Byron Nelson Pkwy / Diamond Blvd  Southlake Blvd (FM 1709) @ Carroll Ave  Southlake Blvd (FM 1709) @ Central Ave  Southlake Blvd (FM 1709) @ Commerce St / Gateway Dr  Southlake Blvd (FM 1709) @ Nolen Dr  Southlake Blvd (FM 1709) @ Peytonville Ave  Southlake Blvd (FM 1709) @ Shady Oaks Dr  Southlake Blvd (FM 1709) @ Village Center Dr  Southlake Blvd (FM 1709) @ Waterford Dr / Southridge Lakes Pkwy  Southlake Blvd (FM 1709) @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.2, 3.3 1 IC24 Provide count down PED signal heads for EB and WB approaches Southlake Blvd (FM 1709) @ Pearson Ln Mobility, Infrastructure, C1, C2 3.3 1  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    85  TXDOT Intersection Capacity Improvement Recommendations ID Recommendation Intersection(s) Strategic Link VGO Priority Tier IC25 Provide count down PED signal heads for the eastbound approach crossing Southlake Blvd (FM 1709) @ Tower Blvd Mobility, Infrastructure, C1, C2 3.3 1 IC28 Provide curb ramps, push buttons, count down PED signal heads and striped crosswalk for westbound approach Southlake Blvd (FM 1709) @ Watermere Dr / Jellico Cir Mobility, Infrastructure, C1, C2 3.2, 3.9 1 IC30 Provide one curb ramp for the northeast and southeast corners Southlake Blvd (FM 1709) @ Commerce St / Gateway Dr Mobility, Infrastructure, C1, C2 3.9 1 IC31 Provide two directional curb ramps on the northwest and southwest corners Southlake Blvd (FM 1709) @ Commerce St / Gateway Dr Mobility, Infrastructure, C1, C2 3.9 1 IC35 Reconstruct ramp on outside of slip turn lane on northwest corner Southlake Blvd (FM 1709) @ Kimball Ave Mobility, Infrastructure, C1, C2 3.9 1 IC36 Reconstruct two directional curb ramps aligned with crosswalks on all corners  Southlake Blvd (FM 1709) @ Byron Nelson Pkwy / Diamond Blvd  Southlake Blvd (FM 1709) @ Central Ave  Southlake Blvd (FM 1709) @ Commerce St / Gateway Dr  Southlake Blvd (FM 1709) @ Nolen Dr  Southlake Blvd (FM 1709) @ Tower Blvd  Southlake Blvd (FM 1709) @ Village Center Dr  Southlake Blvd (FM 1709) @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.2 1  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    86  TXDOT Intersection Capacity Improvement Recommendations ID Recommendation Intersection(s) Strategic Link VGO Priority Tier IC37 Reconstruct two directional curb ramps aligned with crosswalks on each corner  Southlake Blvd (FM 1709) @ Pearson Ln  Southlake Blvd (FM 1709) @ Peytonville Ave  Southlake Blvd (FM 1709) @ Waterford Dr / Southridge Lakes Pkwy Mobility, Infrastructure, C1, C2 3.2 1 IC38 Reconstruct two directional curb ramps aligned with crosswalks on the northeast and southeast corners Southlake Blvd (FM 1709) @ Shady Oaks Dr Mobility, Infrastructure, C1, C2 3.2 1 IC39 Reconstruct two directional curb ramps aligned with crosswalks on the southeast and southwest corners Southlake Blvd (FM 1709) @ Kimball Ave Mobility, Infrastructure, C1, C2 3.2 1 IC40 Reconstruct two directional curb ramps on all corners aligned with crosswalks Southlake Blvd (FM 1709) @ Carroll Ave Mobility, Infrastructure, C1, C2 3.2 1 IC46 Restrict northbound and southbound u‐turns Southlake Blvd (FM 1709) @ Nolen Dr Mobility, Infrastructure, C1, C2 3.9 1 IC47 Restrict northbound and southbound u‐turns by installing signs Southlake Blvd (FM 1709) @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.9 1 IC53 Retime and fine tune to be coordinated with FM 1709 corridor upon construction completion Southlake Blvd (FM 1709) @ Davis Blvd / Randol Mill Ave Mobility, Infrastructure, C1, C2 3.9 1 IC54 Retime FM 1709 corridor after Davis/Randol Mill construction  Southlake Blvd (FM 1709) @ Byron Nelson Pkwy / Diamond Blvd  Southlake Blvd (FM 1709) @ Central Ave Mobility, Infrastructure, C1, C2 3.9 1  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    87  TXDOT Intersection Capacity Improvement Recommendations ID Recommendation Intersection(s) Strategic Link VGO Priority Tier  Southlake Blvd (FM 1709) @ Commerce St / Gateway Dr  Southlake Blvd (FM 1709) @ Kimball Ave  Southlake Blvd (FM 1709) @ Nolen Dr  Southlake Blvd (FM 1709) @ Pearson Ln  Southlake Blvd (FM 1709) @ Peytonville Ave  Southlake Blvd (FM 1709) @ Shady Oaks Dr  Southlake Blvd (FM 1709) @ Tower Blvd  Southlake Blvd (FM 1709) @ Village Center Dr  Southlake Blvd (FM 1709) @ Waterford Dr / Southridge Lakes Pkwy  Southlake Blvd (FM 1709) @ Watermere Dr / Jellico Cir Southlake Blvd (FM 1709) @ White Chapel Blvd IC57  Run a southbound right / eastbound left overlap and restrict eastbound u‐turns  Southlake Blvd (FM 1709) @ Carroll Ave Mobility, Infrastructure, C1, C2 3.9 1 IC58  Run a southbound right turn / eastbound left turn overlap and restrict u‐turns on all approaches  Southlake Blvd (FM 1709) @ Kimball Ave Mobility, Infrastructure, C1, C2 3.9 1 IC59  Run Protected + Permitted for minor approaches (phasing changes might require a new cabinet)  Southlake Blvd (FM 1709) @ Central Ave Mobility, Infrastructure, C1, C2 3.9 1  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    88  TXDOT Intersection Capacity Improvement Recommendations ID Recommendation Intersection(s) Strategic Link VGO Priority Tier IC60  Develop special school plan with modified traffic timing splits  Southlake Blvd (FM 1709) @ Shady Oaks Dr Mobility, Infrastructure, C1, C2 3.9 1 IC72  Place ped push buttons at landing of each barrier free pedestrian ramp  Southlake Blvd (FM 1709) @ Byron Nelson Pkwy / Diamond Blvd  Southlake Blvd (FM 1709) @ Carroll Ave  Southlake Blvd (FM 1709) @ Central Ave  Southlake Blvd (FM 1709) @ Commerce St / Gateway Dr  Southlake Blvd (FM 1709) @ Nolen Dr  Southlake Blvd (FM 1709) @ Pearson Ln  Southlake Blvd (FM 1709) @ Peytonville Ave  Southlake Blvd (FM 1709) @ Shady Oaks Dr  Southlake Blvd (FM 1709) @ Tower Blvd  Southlake Blvd (FM 1709) @ Village Center Dr  Southlake Blvd (FM 1709) @ Waterford Dr / Southridge Lakes Pkwy  Southlake Blvd (FM 1709) @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.2, 3.3 2 IC73  Place ped push buttons at landing of each barrier free pedestrian ramp for southeast and southwest corners Southlake Blvd (FM 1709) @ Kimball Ave Mobility, Infrastructure, C1, C2 3.2, 3.3 2 IC84  Consider extension of southbound right turn bay either by ROW acquisition or lane shifting option shown in past Kimley‐Horn project Southlake Blvd (FM 1709) @ Carroll Ave Mobility, Infrastructure, C1, C2 3.9 3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    89  TXDOT Intersection Capacity Improvement Recommendations ID Recommendation Intersection(s) Strategic Link VGO Priority Tier  Investigate widening of intersection to the north to construct dual eastbound and westbound left turn bays IC85  Consider protected only eastbound and westbound left turns due to inadequate sight distance Southlake Blvd (FM 1709) @ Central Ave Mobility, Infrastructure, C1, C2 3.9 3 IC86  Investigate construction of northbound left turn bay (160') and restripe northbound approach to left and through‐right as seen in plans provided by the City  Investigate construction of southbound left turn bay (130') and restripe southbound approach to left, through, and right Southlake Blvd (FM 1709) @ Pearson Ln Mobility, Infrastructure, C1, C2 3.9 3 IC87  Investigate construction of southbound right turn bay and restripe the original right turn lane to be a through lane (cost prohibitive)  Investigate extension of northbound left turn bay approximately 100' to create a ribbon median back to back with another left turn bay Southlake Blvd (FM 1709) @ White Chapel Blvd Mobility, Infrastructure, C1, C2 3.9 3    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    90   Bicycle Facility Plan Recommendations Tier 1 Roadway Description Recommendation 1. W. Bob Jones Road Between T.W. King and N. White Chapel Signed Route 2. T.W. King Road Between Kirkwood and W. Bob Jones Signed Route 3. Dove Road Between Westlake city limits and Grapevine city limits Signed Route (Existing)* 4. Carroll Avenue Between Continental and Burney Lane Signed Route (Existing)* 5. Burney Lane Between Carroll and Midway Drive Signed Route 6. Midway Drive Between Burney Lane and Grapevine city limits Signed Route 7. Continental Boulevard/ Union Church Between Pearson and Kimball Signed Route (Existing)* 8. Brumlow Avenue Between Continental and S.H. 26 Signed Route (Existing)* 9. Peytonville Avenue Between Continental and Dove Signed Route (Existing)* 10. Randol Mill Avenue (F.M. 1938) Between Florence and Westlake city limits Signed Route (Existing)* 11. Florence Road Between F.M. 1938 and Pearson Signed Route 12. Pearson Lane Between Union Church and Florence Signed Route 13. White Chapel Boulevard Between Continental and northern roadway terminus Signed Route (Existing)* Tier 3 Roadway Description Recommendation 14. Brumlow Avenue Between Continental and S.H. 26 Dedicated Bike Lane 15. Kirkwood Boulevard Between Kimball and S.H. 114 Signed Route** *Existing and new signage locations should be reviewed/reassessed to ensure optimal signage placement **Signage should be placed on Kirkwood only after a continuous roadway section is completed (Kimball Ave. to SH 114)   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    91    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    92    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    93  Master Pathways Plan (Sidewalk Construction Priority List) Tier 1 Only ID Primary Street/Location Description Issues/Comments Length & Estimated Cost Priority Tier Strategic Link VGO 7* Union Church – north side North side connecting dead ends from 2651 Union Church Road to Venice Avenue (Siena Addition). Existing fence is outside of property line.  Heavy tree clearing needed. 374 LF $39,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 7* Union Church – north side North side from Chesapeake Park sidewalk to Watermere property. Trees; utilities. 859 LF $77,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 7* Union Church – north side North side from Watermere to Venice Avenue (Siena Addition). ROW/Easement issues.   416 LF $62,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 58 Silicon Drive – east side East side from 500 S. Nolen Drive to Exchange Boulevard.  460 LF $42,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 304 South Peytonville Avenue From Boardwalk to Elks Lane – connect gap to west side. Would need to take down wall; heavy tree clearing needed. 860 LF $80,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 308 South Nolen Drive – west side West side from Exchange Boulevard north to connect to existing sidewalk. Existing landscaping. 439 LF $40,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 466 South White Chapel Boulevard – east side East side, from Big Bear Creek bridge (Colleyville) to the offices at 1211 S. White Chapel Boulevard.   Existing landscaping; trees.  Will provide a connection to Colleyville’s sidewalk network. 2150 LF $125,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 470 Davis Boulevard – east side East side missing gaps near Sunset Way. Slope is a little steep in this location.  South end ties into a sidewalk with concrete slope.  350 LF $19,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 482 Sunrise Ranch Road Connect The Cliffs Park sidewalk to neighborhood sidewalk at 3611 Sunrise Ranch Road.   Recommendation from the Parks, Recreation, and Open Space Master Plan. 140 LF $8,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 483* Byron Nelson Parkway – west side Gap along the west side of Byron Nelson Parkway, south of F.M. 1709. Existing landscaping. 100 LF $6,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 486 S.H. 114 Frontage Road ‐ westbound Westbound frontage road gaps west and east of Kimball Avenue from 2000 E. S.H. 114 to 2540 E. S.H. 114. Requires coordination with TXDOT and utility companies.  Will need to rebuild ramps and relocate traffic signal poles. 2100 LF $210,000 1 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    94  Master Pathways Plan (Sidewalk Construction Priority List) Tier 1 Only ID Primary Street/Location Description Issues/Comments Length & Estimated Cost Priority Tier Strategic Link VGO 491 East Dove Road – north side North side from sidewalk terminus west of Lonesome Dove (1497 East Dove Road) to North Kimball Avenue. ROW, drainage, trees, utility relocation.  Construction is dependent on the right of way acquisition and funding availability. 4080 LF $1,200,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 492 East Highland Street – south side South side from the Carroll Middle School driveway to 2149 East Highland Street. ROW, drainage, trees. 1220 LF $163,000 1 Mobility, Infrastructure, C2 3.1 & 3.3 * Segment prioritized due to potential inclusion in a planned CIP project in the vicinity if funding and site conditions allow.      Master Pathways Plan (Sidewalk Construction Priority List) Tier 2 and Tier 3 # Primary Street/Location Description Issues/Comments Length Priority Tier Strategic Link VGO 7* Union Church – north side North side from existing sidewalk adjacent to Siena Addition to Davis Boulevard. Requires pedestrian bridge to be designed by engineer. 570 LF $278,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 21* Crooked Lane – west side West side from Brookshire Drive to Southlake Sports Complex. Chain link fence may need to be moved back. 420 LF $39,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 70* Pearson Lane – east side East side of Pearson Lane adjacent to 101 North Pearson Lane; includes entrance to Chesapeake Place adjacent to Pearson Lane. Ditch would conflict with beginning of sidewalk. 540 LF $51,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 71* Chesapeake Lane – south side Entrance to Chesapeake Place adjacent to Pearson Lane  50 LF $6,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 76a* Continental Boulevard – north side North side from Davis Boulevard to existing sidewalk adjacent to Woodbury subdivision.  638 LF $58,000 2 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    95  Master Pathways Plan (Sidewalk Construction Priority List) Tier 2 and Tier 3 # Primary Street/Location Description Issues/Comments Length Priority Tier Strategic Link VGO 86* Crooked Lane – west side West side of Crooked Lane adjacent to Southlake Sports Complex to East Continental Boulevard.  1171 LF $77,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 88 Parkwood Drive – north/east side From Byron Nelson Parkway to F.M. 1709. Existing road is split into two independent sections.  Would need to relocate railing within the cul‐de‐sac to make room for the sidewalk. 1575 LF $124,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 93 Johnson Road – north side North side from Johnson Place Estates to Randol Mill Avenue. Requires sidewalk easement.  Relocate fencing behind proposed sidewalk. 548 LF $56,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 98* Turnberry Lane – north North side of Turnberry Lane from Shady Oaks Drive to existing sidewalk east of Suffolk Court.  660 LF $39,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 101 Oak Pointe Lane – north North side from Ridgecrest Drive to existing sidewalk on Oak Pointe Lane.  170 LF $12,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 155* East Dove Street – south side South side from Winfield Estates to Estes Park. ROW, drainage, trees. 977 LF $80,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 306 North White Chapel Boulevard – west side On the west side of North White Chapel Boulevard from the existing crosswalk south of Wingate Lane to the existing sidewalk on The Cliffs Park property. To be included with the bridge project on North White Chapel Boulevard. 2443 LF $150,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 469 Davis Boulevard – east side East side from West Continental Boulevard to 855 Davis Boulevard. The north end of the segment will tie into existing sidewalk with a concrete slope.  This area is steep and may require engineering design for drainage and grading. 1010 LF $91,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 474 South Kimball Avenue – east side East side from the terminus at 165 S. Kimball Avenue to F.M. 1709. Sidewalk location is near a retaining wall.  There is a steep cross slope and may require additional retaining wall. 590 LF $46,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 476a Shady Oaks Drive – west side West side from 300 Shady Oaks Drive to Love Henry Court. Requires engineering design due to drainage pattern. 1810 LF $165,000 2 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    96  Master Pathways Plan (Sidewalk Construction Priority List) Tier 2 and Tier 3 # Primary Street/Location Description Issues/Comments Length Priority Tier Strategic Link VGO 481 S.H. 114 Frontage Road – westbound Westbound frontage road from North Carroll Avenue to 1110 E. S.H. 114. Requires coordination with TXDOT and utility companies.  Will need to rebuild ramp and relocate traffic signal pole. 440 LF $52,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 493 North Carroll Avenue – east side East side between S.H. 114 and Johnson Elementary School. ROW, grading/drainage. 1100 LF $165,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 494 Randol Mill – east side East side of Randol Mill from Morgan Road to the city limits. Design and construction are dependent on coordination with the Town of Westlake.  Southlake must either have permission to construct the sidewalk along Randol Mill Avenue within the Town of Westlake or Westlake must have built a sidewalk from Dove Street to the Southlake city limits.  Further, construction is dependent on right of way acquisition and funding availability. 2400 LF $650,000 2 Mobility, Infrastructure, C2 3.1 & 3.3 15 South Kimball Avenue – north side From existing sidewalk east of Silicon Drive to Cotton Belt Railroad. Trees, signs, easement/ROW. 1151 LF $77,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 28 North Carroll Avenue – west side From Southcrest Court to F.M. 1709. ROW; grade; potential retaining wall needed. 2250 LF $166,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 32 Southridge Lakes Parkway – east side From existing sidewalk north of Southlake Boulevard to Sabine Court  Trees; may require easements/HOA approval; segment not critical due to presence of slip streets 428 LF 3 Mobility, Infrastructure, C2 3.1 & 3.3 33 Southridge Lakes Parkway – east side From Sabine Court to Brazos Drive Trees; may require easements/HOA approval; segment not critical due to presence of slip streets 647 LF 3 Mobility, Infrastructure, C2 3.1 & 3.3 34 Southridge Lakes Parkway – east side East side from Brazos Drive to Crockett Court Trees; may require easements/HOA approval; segment not critical due to presence of slip streets 352 LF $25,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 39 Kirkwood Boulevard – east side East side from Tyler Street to the private drive.  2295 LF $133,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 41 Kirkwood Boulevard – east/north side From private drive to existing sidewalk east of TW King Road. Easement/ROW. 1862 LF $112,000 3 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    97  Master Pathways Plan (Sidewalk Construction Priority List) Tier 2 and Tier 3 # Primary Street/Location Description Issues/Comments Length Priority Tier Strategic Link VGO 68 Pearson Lane – east side Adjacent to 3255 Jordan Drive  536 LF $36,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 79 T W King – east side From Kirkwood Boulevard to existing sidewalk adjacent to The Cliffs subdivision Grading. 2041 LF $143,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 92 Johnson Road  ‐ north side From Trailhead Addition to Johnson Place Estates Bar ditch, trees, drainage, ROW.  Will require pedestrian bridge to be designed by an engineer. 624 LF $294,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 115 Southridge Lakes Parkway – east side From Brazos Drive to Crockett Court.  1028 LF $63,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 144, 154 East Dove Street – south side From White Chapel Boulevard to Estes Park. Would require multiple pedestrian bridges. 2007 LF $693,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 153* West Highland Street – north side North side from Shady Oaks Drive to White Chapel Boulevard Pedestrian bridge to be designed by engineer. 1880 LF $459,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 204* North Peytonville Avenue – east side East side from Raven Bend Court to West Dove Road. ROW; Heavy tree removal.   4760 LF $356,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 205* Brumlow Avenue – west side From existing sidewalk adjacent to Timarron to existing sidewalk north of S.H. 26. ROW, trees; also proposed sidewalk is within a ditch and fencing would need to be relocated. 2227 LF $176,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 206* Shady Oaks – east side East side from West Highland to Love Henry Court. Heavy tree removal. 3150 LF $271,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 303 South Kimball Avenue – south side South side from Continental Boulevard to railroad/city limit. Easement/ROW. 990 LF $61,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 304 South Peytonville Avenue From Boardwalk to Elks Lane – connect gap to west side. Would need to take down wall; heavy tree clearing needed. 860 LF $80,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 305 North White Chapel Boulevard – east side East side from Southlake Boulevard to Emerald Boulevard. To be built with widening. 948 LF $62,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 399 East Dove Road – north side North side from S.H. 114 to French Circle  1593 LF $159,000 3 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    98  Master Pathways Plan (Sidewalk Construction Priority List) Tier 2 and Tier 3 # Primary Street/Location Description Issues/Comments Length Priority Tier Strategic Link VGO 467 East Continental Boulevard – north side North side from Byron Nelson Parkway to terminus near Sarah Park Trail. ROW; would require a bridge over the creek. 1680 LF $333,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 468 East Continental Boulevard – south side South side from sidewalk terminus (near Tealwood) to Majestic Dance Academy. ROW; not much room for sidewalk with bar ditch, utility poles, and fences. 3080 LF $475,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 469 Davis Boulevard – east side East side from West Continental Boulevard to 855 Davis Boulevard. The north end of the segment will tie into existing sidewalk with a concrete slope.  This area is steep and may require engineering design for drainage and grading. 1010 LF $91,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 471 S.H. 114 Frontage Road – eastbound Eastbound frontage road between North Kimball Avenue and F.M. 1709 Requires coordination with TXDOT and utility companies.  Will need to rebuild ramps and relocate traffic signal poles. 4720 LF $338,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 472 South Kimball Avenue – east side East side from 405 South Kimball Avenue to 175 South Kimball Avenue. Sidewalk location is near a retaining wall and there is an inlet between the back of curb and the wall. 370 LF $20,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 473 South Kimball Avenue – east side East side from Crooked Lane to terminus at Christ Our King Church. Segment crosses rock rip rap near an open back curb inlet. 940 LF $81,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 475 North Kimball Avenue – west and east side West and east side from F.M. 1709 to eastbound S.H. 114 Frontage Road. Easement/ROW. 1480 LF $108,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 476b Shady Oaks Drive – east side East side from Bicentennial Park terminus to Love Henry Court. Requires engineering design due to drainage pattern. 1810 LF $165,000 (for both 476a and 476b) 3 Mobility, Infrastructure, C2 3.1 & 3.3 477 Nolen Drive – east side East side from the terminus at 315 South Nolen Drive to F.M. 1709.  580 LF $45,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 479 S.H. 114 Frontage Road – westbound Westbound frontage road at 500 E. S.H. 114. A pedestrian bridge will be required. 160 LF $249,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 480 North Carroll Avenue – west side West side from Primrose Lane to Del Mar Drive. Easement/ROW. 220 LF $19,000 3 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    99  Master Pathways Plan (Sidewalk Construction Priority List) Tier 2 and Tier 3 # Primary Street/Location Description Issues/Comments Length Priority Tier Strategic Link VGO 487 North Carroll Avenue – west side South of Winfield Court; 2110 North Carroll Avenue. Easement/ROW; fence relocation will be necessary. 200 LF $24,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 490 East Highland – south side North White Chapel Boulevard to 170’ west of Imperial Avenue. Will require relocation of utilities due to limited ROW. 1300 LF $131,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 X North White Chapel Boulevard – east side East side from Kirkwood Boulevard to Brentwood Circle.  685 LF $61,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 491 East Dove Road – north side North side from sidewalk terminus west of Lonesome Dove (1497 East Dove Road) to North Kimball Avenue. ROW, drainage, trees, utility relocation. 4080 LF $360,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 492 East Highland Street – south side South side from the Carroll Middle School driveway to 2149 East Highland Street. ROW, drainage, trees. 1220 LF $163,000 3 Mobility, Infrastructure, C2 3.1 & 3.3 *Segment identified for potential inclusion in a planned CIP project in the vicinity if funding and site conditions allow.     Master Pathways Plan (Sidewalk Construction Priority List) TXDOT Segments* ID Primary Street/Location Description Issues/Comments Length & Estimated Cost Strategic Link VGO 141 West Southlake Boulevard – south side South side at the 2500 block of West Southlake Boulevard (The Hills Church of Christ). Requires engineering design due to drainage pattern.  The driveway for the church will need to be redone. 450 LF $63,000 Mobility, Infrastructure, C2 3.1 & 3.3 301 East Southlake Boulevard – south side South side of East Southlake Boulevard, west of Central Avenue; connecting existing sidewalk to crosswalk at Central Avenue. Steep grade change. 130 LF $10,000 Mobility, Infrastructure, C2 3.1 & 3.3 488 East Southlake Boulevard – south side South side from 2821 East Southlake Boulevard to 2905 East Southlake Boulevard (QuikTrip). Grading; utilities. 290 LF $23,000 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    100  Master Pathways Plan (Sidewalk Construction Priority List) TXDOT Segments* ID Primary Street/Location Description Issues/Comments Length & Estimated Cost Strategic Link VGO 489 East Southlake Boulevard – north side North side between 200 East Southlake Boulevard and 140 East Southlake Boulevard (CVS Pharmacy). Grading; utilities. 180 LF $17,000 Mobility, Infrastructure, C2 3.1 & 3.3 *To be completed by TXDOT as part of TXDOT’s F.M. 1709 Pedestrian Improvements Project.  Master Pathways Plan (Sidewalk Construction Priority List) Neighborhood Sidewalk Segments* ID Primary Street/Location Description Issues/Comments Length & Estimated Cost Strategic Link VGO 0 Royal Lane – east side East side of intersection of Johnson Road  Steep grade. 41 LF $5,000 Mobility, Infrastructure, C2 3.1 & 3.3 2 Village Green Drive – west side West side from Continental Boulevard to Amesbury Court. ROW/Easement; would need to take down an HOA entry wall. 91 LF $14,000 Mobility, Infrastructure, C2 3.1 & 3.3 6 Deer Hollow Boulevard – west side West side from West Continental Boulevard north to parking lot on Southlake Woods HOA lot. ROW/Easement. 96 LF $8,000 Mobility, Infrastructure, C2 3.1 & 3.3 18 Morningside Drive – west side West side from Merlot Drive to Rainbow Street. ROW/Easement. 930 LF $111,000 Mobility, Infrastructure, C2 3.1 & 3.3 19 Fontaine Drive/Lorraine Drive/Versailles Drive From Merlot Drive to South Carroll Avenue. ROW/Easement. 797 LF $90,000 Mobility, Infrastructure, C2 3.1 & 3.3 20 Nettleton Drive – north side North side from Byron Nelson Parkway to Inwood Drive. HOA landscaping. 585 LF $75,000 Mobility, Infrastructure, C2 3.1 & 3.3 22 Warwick Way – south side South side from Montgomery Lane to Brumlow Avenue. ROW/Easement. 150 LF $11,000 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    101  Master Pathways Plan (Sidewalk Construction Priority List) Neighborhood Sidewalk Segments* ID Primary Street/Location Description Issues/Comments Length & Estimated Cost Strategic Link VGO 23 Foxborough Lane – west side West side from existing sidewalk along Gateshead Court to East Southlake Boulevard. ROW/Easement. 435 LF $27,000 Mobility, Infrastructure, C2 3.1 & 3.3 26 Southcrest Court – north side North side from Southbend Trail to North Carroll Avenue. ROW/Easement; retaining walls and large trees. 385 LF $24,000 Mobility, Infrastructure, C2 3.1 & 3.3 27 Southcrest Court – south side South side from Southbend Trail to North Caroll Avenue. ROW/Easement; retaining walls and large trees. 390 LF $28,000 Mobility, Infrastructure, C2 3.1 & 3.3 56 Ascot Drive – north side North side from North White Chapel Boulevard to Saratoga Drive.  727 LF $92,000 Mobility, Infrastructure, C2 3.1 & 3.3 57 East Chapel Downs Drive – north side North side from North White Chapel Boulevard to end of street. ROW/Easement. 1651 LF $172,000 Mobility, Infrastructure, C2 3.1 & 3.3 61 Stonebury Court – north side North side from South Peytonville Avenue to existing sidewalk along Indian Paintbrush Way. Potential retaining wall. 175 LF $22,000 Mobility, Infrastructure, C2 3.1 & 3.3 65 Meadowlark Lane – west side West side from existing sidewalk along Meadowlark Lane to West Southlake Boulevard. ROW/Easement. 78 LF $13,000 Mobility, Infrastructure, C2 3.1 & 3.3 66 Jordan Drive and Harrell Drive From North Pearson Lane to Johnson Road. ROW/Easement. 1796 LF $135,000 Mobility, Infrastructure, C2 3.1 & 3.3 67 Gray Lane From North Pearson Lane to Harrell Drive. ROW/Easement. 879 LF $74,000 Mobility, Infrastructure, C2 3.1 & 3.3 72 Connector from Stone Lakes to Monticello Estates/Timber Lake Across Stone Lakes property from existing sidewalk along Stratford Drive to existing trail on Monticello Estates HOA property. Easement required.  This is an existing nature trail within Stone Lakes HOA property.  Accessibility during construction would be difficult.  Existing trail is narrow and would need to clear area for construction.  Trail would require stairs with pedestrian rail to reach Stratford Drive.  Monticello is a gated community. 533 LF $287,000 Mobility, Infrastructure, C2 3.1 & 3.3 74 Vermilion Court From Royal & Annie Smith Park to West Southlake Boulevard. ROW/Easement. 1088 LF $106,000 Mobility, Infrastructure, C2 3.1 & 3.3  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    102  Master Pathways Plan (Sidewalk Construction Priority List) Neighborhood Sidewalk Segments* ID Primary Street/Location Description Issues/Comments Length & Estimated Cost Strategic Link VGO 131 Trailhead/Johnson Place connection From Gallant Court (Trailhead Addition) to Johnson Place Park. Easement required.  Located within Trailhead HOA property.  Within Flood Hazard Area Zone X; would require culvert with headwall. 118 LF $7,000 Mobility, Infrastructure, C2 3.1 & 3.3 *See Neighborhood Sidewalk Matching Funds Program.    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    103    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    104   DRAFT  [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    105  Active Transportation and Crosswalk Policy Recommendations  Recommendation Priority Tier Department Responsible Strategic Link VGO AT2 Continue education outreach efforts to improve safety for motorists, pedestrians, and bicyclists.   1 DPS, PDS, PW Safety & Security, Mobility; C1, C2 3.1, 5.8 AT3 Continue to conduct pedestrian safety walk‐throughs in Town Square prior to any festival or special events in Town Square.   1 PW, PDS, ED Safety & Security; Mobility; C1, C2 3.1 AT4 On an annual basis, review the sidewalk priority list and prioritize sidewalk construction. 1 PDS, PW Mobility, Infrastructure; C2 3.1 AT5 Identify bicycle routes that may require additional signs. 2 PW, PDS Mobility, Infrastructure, Performance Management & Service Delivery; C2, B5, B6 3.1 AT6 Explore options for encouraging bike rack installation at local businesses. 2 PDS, ED Mobility, Partnerships & Volunteerism; C2, C5, B2 9.1, 9.3 AT7 Conduct bicycle and pedestrian counts.  Consider utilizing Strava Metro for tracking biking, walking, hiking, and running trips. 2 PW, PDS Mobility; C2 3.1 AT8 Consider the addition of a grant writer/sidewalk coordinator position for grant writing, coordinating sidewalk and trail construction between departments and between public and private development projects, and managing bicycle/pedestrian educational outreach. 2 TBD Mobility; Performance Management & Service Delivery; C1, C6 3.1, 5.8 AT9 Consider elevated pedestrian crossings at all 4 corners of the intersection of Carroll Avenue and Southlake Boulevard. 3 PW, PDS Mobility; C1, C2 1.2, 3.1, 3.2    [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    106    Recommendation Priority Tier Department Responsible Strategic Link VGO AT10 Continue a regular maintenance schedule for crosswalks, specifying more frequent maintenance of crosswalks near schools. 1 PW, PDS Safety & Security, Mobility, Infrastructure, Performance Management & Service Delivery; C1, C2, B5, B6 3.1 AT11 Implement the recommended crosswalk types (Table P‐1 in Mobility Master Plan pg. 56) whenever new crosswalks are installed or existing crosswalks are re‐striped. 1 PW Safety & Security, Mobility, Infrastructure; C1, C2 3.1 AT14 Continue participating in the Bicycle Pedestrian Advisory Committee through the NCTCOG. 1 PDS, CS, PW Partnerships & Volunteerism; C5 9.1 AT15 As the City designs, constructs or provides maintenance on City roads, consider opportunities to incorporate bicycle signage in a manner that provides linkages to bicycle facilities in neighboring cities. 1 PW Quality Development, Mobility, Infrastructure; C2, C3 1.2, 3.7 AT16 Consider citywide participation in Bike (Safety) Month (May). 1 PDS, CS, ED, DPS Mobility, Safety & Security, Partnerships & Volunteerism; C1, C3, C5, C6,  3.7, 5.8, 9.1 AT17 Host a Bicycle Safety Forum. 1 PDS, PW, DPS Mobility, Safety & Security, Partnerships & Volunteerism; C1, C5, C6, B2 3.7, 5.8, 9.1 AT18 Upon bike signage implementation, develop bicycle‐related Story Maps. 1 PDS, PW, ED Mobility, Partnerships & Volunteerism, Performance Management & Service Delivery; C2, B2, B6 3.7, 9.3   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN] Mobility Master Plan  Ordinance No. 1075‐CD, Adopted   [SOUTHLAKE 2035SOUTHLAKE COMPREHENSIVE PLAN]    107  AT19 Pursue grant funding opportunities for projects related to bicycle safety. 1 PDS, DPS, PW Mobility, Safety & Security, Performance Management & Service Delivery; C1, B4, F1  3.7, 5.8 AT21 Once Brumlow Avenue is widened, promote the linkage from Southlake to the Cotton Belt Trail.  Include the linkage along Kimball Avenue.  3 PDS, PW Mobility, Safety & Security, Performance Management & Service Delivery; C2, C3, B6 3.4 AT22 Consider designing, installing and/or constructing any future bike facilities according to AASHTO / NACTO guidelines. 3 PW Quality Development, Mobility, Infrastructure; C1, B1, F2 1.2, 3.7, 10.6 AT23 Explore opportunities to implement new technology and improvements that promote bicycle and pedestrian safety. 1 PW, PDS Quality Development, Mobility, Infrastructure, Safety & Security; C1, C2, B6, F2 1.2, 3.2, 10.6 AT24 Research and consider pursuing Bicycle Friendly Community status through the League of American Bicyclists. 3 PDS, CS Quality Development; B1 1.2 AT26 In coordination with local schools, update the City’s Safe Routes to Schools Plan. 1 PDS Mobility, Safety & Security, Partnerships & Volunteerism; C1, C2, C5 3.1, 3.2, 3.3, 3.6, 3.8, 9.2    Legend Freeway (300'-500' ROW) A6D - 130' to 140' Arterial A6D - 124' Arterial A5U - 84' Arterial Construction .f the Sri 114 A4D - 100' Arterial tfrontageVKirkwood Bldo erevd to protect MT in the 2030 � A4D - 54' Arterial EnolTyPian A41D - 88' Arterial —A2U - 88' Arterial y m, , A3U - 70' Arterial C2U - 84' Collector Thepaard that Kirkwood aanm�m Boulevard that Is lacatai an the Jeroll Shivers Traot ve aO s C2U - 70' Collector shall not he consiruoted until such uma as the properly away ¢ C2U - 60' Collector is sold end developed_ ( Common Access Easement The current cross sect;., for"jw Randal Mill Ave north of FM V0913.uthlake Blvd is .t,_,__`1.n.Fj , i t A4©(140'ROW) 19t. i � `ha fsiyw a },,,. Retain the existing designation of A21J (8e) one heI with the provision to i nprove tha roadway, m an A41D (88) arterial when traffic daunts on Dave Street warrant the change_ oiecunxea hu a n n peat ire pauup v dr w ti wrwal a g M M a eM tl prase, h..yroumi urv� �p p rytoud hrnvr. rs appravreaa oay EYeryettoewes cura�yormtc sea. Q M [was rrou Rr5Faiad tar arameY r•otQa veaNa forl:gai, anginearng, orsux�'vrytrtg purpores As xW�. w gueran:m6 Bever. o vs �diekas SOOh� axura:t�oi tNs dse. G�� s T 1 I �0/d Master Thoroughfare Plan -) j w - Retain the existm des; nation g () �� ffiA2U(63)adenalwAgihe Functional Classification System i y 1' `ram 1 m a) provsion fbirrprave the raatlway /} Roadways in, ,i�Y`,r`' taanA4D(ee)adedalwhen i1 t \VCIII.IVVaytJ traffic counts an Dave Street Yl warrant the change_ l Adopted' Tb4 vS,�§i�y',':aiwwvw.��ay` Ordinance No. 17D OR, ' yid O - � 41d N � � �� 1 7d X ') C r I d* �1 ��} €ry ')l v 'v _ - - ,+ Al Retain the misting designation dA2u(88)rdanal,an the provision to i,prove the roadway loan A4D(88)aderialwhen t>_ - traff o y • { ,.� t K^ Ill traffic counts warrant ffMr, ;� ��� E%k� T �IEn1�lt�t�lt� T � NOTES_ 1'7 ,Anew X a i All 2-lane roadways to accomrnodataturnlanea at key intersections This plan is intended tobe used as a golds to assist The Cityof Soul In wiewirg various l t t r I- i( development proposals and oth�erthomughfam { �-t / l-''r`7 '`"'"'""'�"S t""""' '" � dolated metiers_ Please sea the accompanying 4,-� r r - tepaMlSouthlake Comprehenalve Plan fa additional Infi—irton_ y This plan is a policystatement by The City of x z Saothlakm TMa statement is agrephio depicIIon of *${,if approximately w here future thoroughfares should n, he lasted and approximately how much R O_Vt_ will �-',-i-"�"'�.',) ,;�.. .,s^i .....a `�" s w o-tt f" w „ .. he required forlhase routes_ si Plaase referto Ordinance No f066forguideloarfor South Wind. Center Drive This segoant proposed for addition to the Thoroughfare Plan Map as a C2€D (60' Row). Reduced ROW and cross section may he permitted based on existing sde cenddions_ N Common Access Ereament to line up wAh drive on Farrar Addition W E 5 4,500 2,250 Scale - 1:54000 1 inch = 4500 feel 0 4,500 Feet I Item 4H: Ordinance No. 1075-D 1st Reading Mobility Master Plan Amendments Constellation Site One Mustang Business Center City Service Center Additional Updates •Editorial revisions •Updated Southlake 2035 to Southlake Comprehensive Plan throughout •Updated demographics to reflect 2020 Census •Updated Citizen Survey information to 2021 survey data •Removed Objective 3.5: “Develop a program to encourage the dedication of easements for pathway construction in accordance with the sidewalk priority plan and Capital Improvements Plan.” •Removed Intersection Capacity Improvement Recommendations Additional Updates •Removed completed projects from recommendation lists •Removed priorities from recommendations •Shifting focus to goals and objectives •Priorities will be assessed annually and implemented through the Capital Improvements Program (CIP) and department work plans •Associated maps will be updated to remove references to specific priorities Thoroughfare Recommendations Reference Map Remove Tiers Recommended Bicycle Facilities Remove Tiers DRAFT •Pathway – Any sidewalk or trail intended primarily for walking, running, hiking, and/or horseback riding. •Existing Sidewalks – Built sidewalks that are 6 feet or less in width. •Existing Multi-Use – Built sidewalks that are 8 feet or more in width. Although these sidewalks are intended primarily for pedestrians, they may also accommodate low speed cyclists and other similar users. •Existing Equestrian/Hike – Built trails and sidewalks, primarily located within City parks. These pathways vary in width depending on site conditions and user needs. They may be concrete, asphalt or natural surface and are intended primarily for hiking and/or horseback riding. •Future Sidewalks – Recommended sidewalks that are 6 feet less than 8 feet in width. •Future Multi-Use – Recommended sidewalks that are 8 feet or more in width. Although these sidewalks are intended primarily for pedestrians, they may also accommodate low speed cyclists and other similar users. •Future Equestrian/Hike – Pathways that may vary in width depending on site conditions and user needs. They are preferred to be natural surface for hiking and/or horseback riding but may be concrete or asphalt depending on site conditions. •Future Natural – Pathways less than 8 feet in width that are preferred to be natural surface but may be concrete or asphalt depending on site conditions. •Park Connection Recommendations – Planned sidewalks or trails within or adjacent to City parks. These pathways may be concrete, asphalt or natural surface and vary in width. Additional information on these sidewalks and trails may be found in the Parks, Recreation, & Open Space Master Plan. Clarified definitions for Future Sidewalks, Future Equestrian/Hike, and Future Natural Pathways Planning & Zoning Commission Action October 19, 2023; Approved (7-0) as presented. P&Z Work Session SPIN Planning & Zoning Commission Public Hearing Corridor Planning Committee City Council 1st Reading City Council Public Hearing & Final Action Southlake Mobility Master Plan Schedule September 21 October 10 October 19 November 7 December 5October 23 Questions? Dennis Killough (817) 748-8072 SPIN MEETING REPORT SPIN Item Number: SPIN2023-20 City Case Number: Ord. No. 1075-D Project Name: Mobility Master Plan SPIN Neighborhood: City-wide Meeting Date: October 10, 2023 Meeting Location: 1400 Main Street, Southlake, TX City Council Chambers Total Attendance: 2 Hosts: Douglas Lies Applicant Presenting: Dennis Killough City Staff Present: Madeline Prater, Business Manager Town Hall Forums can be viewed in their entirety by visiting http://www.cityofsouthlake.com and clicking on “I Want to” and “View” “Video on Demand” – forums are listed under SPIN by meeting date. FORUM SUMMARY: Property Situation: Amend the Mobility Master Plan to include the addition of the “C2U” 2-Lane Undivided Collector thoroughfare classification to Southwestern St. and Mustang Ct., extending from S.H. 26 to Brumlow Ave. Development Details: • Primary revision with this proposed plan is the addition of a 2-lane undivided collector street that aligns with Mustang Ct. and Southwestern St. and extend to Brumlow Ave. o 60 ft right-of-way • This collector would provide an additional access point for several of the heavy industrial sites, including the tank farm and warehouse facilities that are under construction, and the future Southlake Public Works Operations Center. • Additional Updates: o Updated Southlake 2035 to Southlake Comprehensive Plan throughout o Updated demographics to reflect 2020 Census. o Updated Citizen Survey information to 2021 survey data o Removed completed projects from recommendation lists. o Removed priorities from recommendations. ▪ Shifting focus to goals and objectives ▪ Priorities will be assessed annually and implemented through the Capital Improvements Program (CIP) and department work plans. ▪ Associated maps will be updated to remove references to specific priorities. • Clarifies definitions for Future Sidewalks, Future Equestrian/Hike, and Future Natural Pathways o Pathway – Any sidewalk or trail intended primarily for walking, running, hiking, and/or horseback riding. o Existing Sidewalks – Built sidewalks that are 6 feet or less in width. o Existing Multi-Use – Built sidewalks that are 8 feet or more in width. Although these sidewalks are intended primarily for pedestrians, they may also accommodate low speed cyclists and other similar users. o Existing Equestrian/Hike – Built trails and sidewalks, primarily located within City parks. These pathways vary in width depending on site conditions and user needs. They may be concrete, asphalt or natural surface and are intended primarily for hiking and/or horseback riding. o Future Sidewalks – Recommended sidewalks that are 6 feet less than 8 feet in width. o Future Multi-Use – Recommended sidewalks that are 8 feet or more in width. Although these sidewalks are intended primarily for pedestrians, they may also accommodate low speed cyclists and other similar users. o Future Equestrian/Hike – Pathways that may vary in width depending on site conditions and user needs. They are preferred to be natural surface for hiking and/or horseback riding but may be concrete or asphalt depending on site conditions. o Future Natural – Pathways less than 8 feet in width that are preferred to be natural surface but may be concrete or asphalt depending on site conditions. o Park Connection Recommendations – Planned sidewalks or trails within or adjacent to City parks. These pathways may be concrete, asphalt or natural surface and vary in width. Additional information on these sidewalks and trails may be found in the Parks, Recreation, & Open Space Master Plan. Presentation: Online Comment, Questions, and Concerns Forms: N/A SPIN Meeting Reports are general observations of SPIN Meetings by City staff and SPIN Representatives. The report is neither verbatim nor official meeting minutes; rather it serves to inform elected and appointed officials, City staff, and the public of the issues and questions raised by residents and the general responses made. Responses as summarized in this report should not be taken as guarantees by the applicant. Interested parties are strongly encouraged to follow the case through the Planning and Zoning Commission and final action by City Council. Southlake Connect Results for the October 10, 2023, SPIN Town Hall Forum City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork M E M O R A N D U M November 7, 2023 To: From: Subject: Shana Yelverton, City Manager Robert Briggs, Operations Manager - Special Projects Recommendation on City Council Agenda Item 4I - Approve a lease agreement with KRG Town Square Ventures, LLC off-site office space. Action Requested: Background Information: City Council Approval of lease agreement with KRG Town Square Ventures, LLC for off-site office space. The City Library Staff has outgrown their work areas within Town Hall. With the presence of City and County operations in Southlake Town Hall there is no available space for the City Library staff to expand to. For this reason, at the direction of City Council, explored various options to provide the City Library staff with ample workspace. Item 4I is the result of that search. On August 16, 2023, at the direction of City Council, City Staff completed submitted a Letter of Intent to lease from KRG Town Square Ventures, LLC for a 2,762sqft. office space within Southlake Town Square. Item 4I is the lease agreement for that space. A full copy of the lease agreement is attached for reference and review. Item 4I-1 Parks and Recreation Board Meeting Date – October 09, 2023 Page 2 of 2 City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork Strategic Link: Legal Review: Alternatives: Financial impact across the 3 year lease include an amount of $8,631.25/mo, year 1 (FY24-25), $8,976.50/mo, year 2 (FY25-26), and $9335.56/mo, year 3 (FY26-27). Of which all have been budgeted or accounted for. Approval of this lease agreement is linked to the City’s Strategy Map as it relates to the Focus Area of Performance Management & Service Delivery. City Council consideration of during executive sessions: August 15, 2023 and October 17, 2023 City Attorney has reviewed the document. Alternatives may include: Supporting Documents: •Recommendation to approve as presented •Recommendation to approve with input as desired •Recommendation not to approve Staff Recommendation: Approve lease agreement with KRG Town Square Ventures, LLC. Item 4I-2 Attached Financial Considerations: 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) SOUTHLAKE TOWN SQUARE OFFICE LEASE Project: Southlake Town Square Landlord: KRG Town Square Ventures, LLC Tenant: The City of Southlake, Texas, a municipal corporation i INDEX TO LEASE ARTICLE TITLE PAGE ARTICLE 1 DEFINITIONS AND CERTAIN BASIC PROVISIONS .................................................. 1 ARTICLE 2 GRANTING CLAUSE ....................................................................................................... 3 ARTICLE 3 DELIVERY OF PREMISES .............................................................................................. 3 ARTICLE 4 RENT .................................................................................................................................. 4 ARTICLE 5 OFFICE BUILDING SERVICES AND EXPENSES ........................................................ 5 ARTICLE 6 Intentionally Omitted ......................................................... Error! Bookmark not defined. ARTICLE 7 COMMON AREA ............................................................. Error! Bookmark not defined. ARTICLE 8 RESERVED ....................................................................... Error! Bookmark not defined. ARTICLE 9 USE AND CARE OF DEMISED PREMISES .................. Error! Bookmark not defined. ARTICLE 10 MAINTENANCE AND REPAIR OF DEMISED PREMISES ......................................... 9 ARTICLE 11 ALTERATIONS ................................................................ Error! Bookmark not defined. ARTICLE 12 LANDLORD'S RIGHT OF ACCESS ............................... Error! Bookmark not defined. ARTICLE 13 SIGNS; STORE FRONTS ................................................. Error! Bookmark not defined. ARTICLE 14 UTILITIES......................................................................... Error! Bookmark not defined. ARTICLE 15 INSURANCE COVERAGES ............................................ Error! Bookmark not defined. ARTICLE 16 INDEMNIFICATION; WAIVER OF LIABILITY; MUTUAL WAIVER OF SUBROGATION ............................................................................ Error! Bookmark not defined. ARTICLE 17 DAMAGES BY CASUALTY ........................................... Error! Bookmark not defined. ARTICLE 18 EMINENT DOMAIN ........................................................ Error! Bookmark not defined. ARTICLE 19 ASSIGNMENT AND SUBLETTING .............................. Error! Bookmark not defined. ARTICLE 20 SUBORDINATION; ATTORNMENT; ESTOPPELS ..... Error! Bookmark not defined. ARTICLE 21 PARKING .......................................................................... Error! Bookmark not defined. ARTICLE 22 DEFAULT BY TENANT OR LANDLORD AND REMEDIESError! Bookmark not defined. ARTICLE 23 Intentionally Omitted ......................................................... Error! Bookmark not defined. ARTICLE 24 HOLDING OVER; SURRENDER OF PREMISES ......... Error! Bookmark not defined. ARTICLE 25 NOTICES........................................................................... Error! Bookmark not defined. ARTICLE 26 AMERICANS WITH DISABILITIES ACT ..................... Error! Bookmark not defined. ARTICLE 27 REGULATIONS ............................................................... Error! Bookmark not defined. ARTICLE 28 MISCELLANEOUS .......................................................... Error! Bookmark not defined. Exhibit “A” Site Plan of the Project Exhibit “B” Demised Premises Exhibit “C” Construction: Building Office Shell Exhibit “D” Prohibited and Restricted Uses Exhibit “E” Relinquishment of Lien Rights Exhibit “F” Sign Criteria Exhibit “G” Tenant Estoppel Certificate Exhibit “H” Intentionally Omitted Exhibit “I” Intentionally Omitted Exhibit “J” Communications Antenna Exhibit “K” Rules and Regulations 1 OFFICE LEASE ARTICLE 1 DEFINITIONS AND CERTAIN BASIC PROVISIONS 1.1 The following list sets out certain defined terms and certain financial and other information pertaining to this lease, which is dated as of ______________, 2023, and such defined terms shall, as used in this lease, have the meanings set forth below: (a) “Landlord”: KRG Town Square Ventures , LLC (b) Landlord’s address: c/o –Kite Realty Group, 30 South Meridian, Suite 1100, Indianapolis, IN 46204, Attn: Legal Department Rent Payment: (if procedures for electronic payment are not in place) Attn: Property Accountant 15105 Collection Center Drive Chicago, IL 60693-5105 (c) “Tenant”: The City of Southlake, Texas, a municipal corporation (d) Tenant’s address: 1400 Main Street, Suite 460, Southlake, Texas 76092 (e) Tenant’s trade name: The City of Southlake (f) Intentionally Omitted (g) “Agent”: Not applicable (h) “Cooperating Agent”: Not applicable (i) “Project”: Landlord’s property located in the City of Southlake, Tarrant County, Texas, which property is described or shown on Exhibit “A” attached to this lease. With regard to Exhibit “A”, the parties agree that the exhibit is attached solely for the purpose of locating the Project and the Demised Premises within the Project and that no representation, warranty, or covenant is to be implied by any other information shown on the exhibit (e.g., any information as to buildings, tenants, or prospective tenants, etc. is subject to change at any time). Tenant acknowledges that the Project is a mixed-use project combining retail and office space, often in the same building. For the purposes of this lease, the second and, if applicable, third floor of the building in which the Demised Premises are located together with the lobby on the first floor serving such floor(s) and the elevators, mechanical, electrical and plumbing systems serving such floor(s) are referred to as the “Office Building.” The lobbies and common corridors and restrooms located within the Office Building (other than corridors and restrooms located entirely within or serving only one tenant’s space) are referred to in this lease as the “Office Building Common Area.” The common corridor on the first floor (as opposed to the lobby on the first floor) is part of the Common Area of the Project and is not part of the Office Building Common Area. (j) “Demised Premises”: an office unit in the Project containing approximately 2,402 square feet in usable area (measured by calculating lengths and widths to the exterior of outside walls and to the center of interior walls) and being conclusively deemed to contain 2,762 square feet of rentable area, being known as Space F150, Southlake, Texas 76092 and being described or shown on Exhibit “B” attached to this lease. (k) “Delivery Date”: The date Landlord notifies Tenant in writing that possession of the Demised Premises is “ready for occupancy” (as that term is defined in Exhibit “C” attached to this Lease), it being Landlord’s estimate that the Demised Premises will be “ready for occupancy” on or before the date which is forty-five (45) days after the execution date of this Lease. Notwithstanding the foregoing, in the event Tenant has failed to deliver to Landlord the Delivery Items (as hereinafter defined) by the Delivery Date, Landlord shall have the right to delay “physical turnover” of the Demised Premises to Tenant until Tenant has delivered the Delivery Items to Landlord; provided, however, for all purposes of this Lease, the Delivery Date shall be deemed to have occurred when Landlord was ready to deliver “physical turnover” of the Demised Premises to Tenant pursuant to the terms of this Lease even though Landlord elected not to do so pending receipt of the Delivery Items. As used herein, “Delivery Items” shall mean (a) executed copies of policies of insurance or certificates thereof (as required of Tenant under Article 15); (b) final plans and specifications for Tenant’s Work, as approved by Landlord; and (c) a copy of Tenant’s building permit, if issued by such date. Landlord and Tenant acknowledge that a third party currently has a leasehold interest in the Premises (the “Existing Tenant”). In the event that the Existing Tenant has not vacated and surrendered the Premises to Landlord by the Delivery Date, Landlord shall have the right to extend the Delivery Date on a day for day basis for each day Landlord delivers after the Delivery Date. (l) “Commencement Date”: The date that is the later of: a) October 1, 2023, or b) The Delivery Date as set forth herein. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 2 (m) Lease Term and Renewal Option: Commencing on the Delivery Date and ending on the last day of the month of December which follows thirty-six months after the Commencement Date (n) Minimum guaranteed rental: Tenant must pay to Landlord monthly the amount set forth below: Period Monthly Rental Rate Months 1 - 12 $8,631.25 Months 13 - 24 $8,976.50 Months 25 through the last day of the Lease Term $9,335.56 (o) Intentionally Omitted (p) Termination of Lease for Non-appropriation of Funds: Notwithstanding any other provisions contained within this Lease, Landlord and Tenant acknowledge that Tenant is a Texas municipality that operates on a fiscal year from October 1 through September 30 of the following year and must adopt a budget and allocate fund is accordance with the laws of the State of Texas. The obligations of Tenant to make any payments to Landlord pursuant to this Lease are subject to appropriation by Tenant of funds that are lawfully available to be applied for such purpose. Tenant shall use its best efforts to obtain appropriation of funds for the purpose of funding its obligations under this Lease for the entirety of the Term. If, despite Tenant’s best efforts, Tenant fails to make an appropriation for payments prior to the beginning of a fiscal period of Tenant, Tenant may terminate this Lease by providing written notice of such termination to Landlord not less than thirty (30) days prior to the next October 1 together with a termination fee equal to the amount of minimum guaranteed rental remaining through the end of the Term . Tenant will vacate the Demised Premises prior to the first day of the fiscal year for which funds have not been appropriated. (q) Permitted use: Tenant and Tenant’s permitted sublessees and assignees shall use and occupy the Demised Premises solely for the following purpose(s): for the use as private professional offices or lounges and for no other use whatsoever. Tenant shall not be permitted to offer the Demised Premises for use by patrons or visitors of the Shopping Center, no r patrons of the library. In no event may Tenant or any occupant use the Demised Premises for any purpose that violates any of the prohibited or restricted uses listed on Exhibit “D” of this lease. Tenant acknowledges and agrees that Tenant’s use of the Demised Premises is subject to the terms and provisions of that certain Second Amended and Restated Declaration of Covenants, Restrictions and Easements for Southlake Town Square dated October 18, 2006 and recorded as Instrument No. D206334031 of the Official Records of Tarrant County, Texas (as amended from time to time, the “CREs”) which among other things, requires Development Control Committee approval f or any use of the Demised Premises, in accordance with the procedures and standards more particularly described in the CREs, and Tenant covenants and agrees with Landlord that Tenant will not use the Demised Premises for any purpose which is not so approved by the Development Control Committee. Tenant acknowledges that the above specification of a “permitted use” means only that Landlord has no objection to the specified use and does not include any representation or warranty by Landlord as to whether or not such specified use complies with applicable laws and/or requires particular governmental permits. In this regard Tenant acknowledges that this Section 1.1(q) is subject to Article 3 and Section 9.7 of this lease. (r) Tenant’s Proportionate Share: A percentage, the numerator of which is the number of usable square feet in the Demised Premises and the denominator of which is the number of usable square feet in the gross leased and occupied area of the Project to which the applicable cost or expense applies (it being understood and agreed that for tenants on the first floor, the number of rentable square feet is the same as the number of square feet in their premises (a ll of which are deemed usable)). Notwithstanding the above, as to charges for which such percentage, when applied uniformly, would have an inequitable result, Landlord will determine the percentage that Landlord reasonably deems to be equitable. As an example of Landlord’s ability to allocate costs to the premises to which they apply, liability insurance is allocated to the entire Project, so Tenant’s 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 3 Proportionate Share of the cost of liability insurance would be an amount determined by multiplying such cost by a fraction, the numerator of which is the number of usable square feet in the Demised Premises and the denominator of which is the number of usable square feet in the Project (determined as set forth above). On the other hand, Landlord only provides janitorial service to the tenants of the Office Building, so that Tenant’s Proportionate Share of that cost would be an amount determined by multiplying such cost by a fraction, the numerator of which is the number of usable square feet in the Demised Premises and the denominator of which is the number of usable square feet in the Office Building. As an example of Landlord’s ability to modify a tenant’s proportionate share in order to obtain a more equitable result, if one tenant of the Office Building did not use the janitorial service in such tenant’s premises at all (for example, if the tenant were a jeweler and did not want janitorial workers to have access to its premises), then such tenant would not pay for the janitorial cost that Landlord allocates to such tenant’s premises, but would pay the janitorial cost that Landlord allocates to janitorial work in the Office Building Common Area, and the proportionate share of such costs for the other tenants of the Office Building would be modified accordingly. (s) Lease Year: The first “Lease Year” shall begin on the Commencement Date and end on the succeeding December 31. The next “Lease Year” shall be the twelve (12) calendar month period following the first Lease Year. Each succeeding “Lease Year” during the lease term shall be each successive 12 calendar month period. If this lease terminates or expires on a date other than December 31, the final Lease Year shall be the time period beginning on January 1 of the year of expiration or termination and ending on the date of termination or expiration. 1.2 The following chart is provided as an estimate of Tenant’s initial monthly payment broken down into its components. This chart, however, does not supersede the specific provisions contained elsewhere in this lease: Initial Minimum Guaranteed Rental (Section 1.1(n)) $8,631.25, per month Total Initial Monthly Payment $8,631.25 ARTICLE 2 GRANTING CLAUSEError! Bookmark not defined. Landlord leases the Demised Premises to Tenant, and Tenant hereby leases the Demised Premises from Landlord, subject to and upon the terms and conditions set forth in this lease and subject to the rights and interests of third parties under existing liens, ground leases, easements and encumbrances affecting the Project or any part thereof, public right-of-ways, all zoning regulations, rules, ordinances, building restrictions and other laws and regulations now in effect or hereafter adopted by any governmental authority having jurisdiction over the Project or any part thereof. ARTICLE 3 DELIVERY OF PREMISESError! Bookmark not defined. Except as otherwise expressly set forth in this Lease, the Demised Premises is being leased “AS IS,” with Tenant accepting all defects, if any; and Landlord makes no warranty of any kind, express or implied, with respect to the Demised Premises (without limitation, Landlord makes no warranty as to the habitability, fitness or suitability of the Demised Premises for a particular purpose nor as to the absence of any toxic or otherwise hazardous substances). This Article 3 is subject to any contrary requirements under applicable law; however, in this regard Tenant acknowledges that it has been given the opportunity to inspect the Demised Premises and to have qualified experts inspect the Demised Premises prior to the execution of this lease. Conference Room furniture and appliances shall remain the property of Landlord and shall remain in the Demised Premises following the expiration or earlier termination of the Lease 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 4 ARTICLE 4 RENTError! Bookmark not defined. 4.1 Rental accrues from the Commencement Date. All payments of Rental shall be made electronically via Landlord’s online portal (the “Portal”) (or such other place or method as may be designated by Landlord in writing from time to time). Tenant shall, promptly following execution hereof, enroll in Landlord’s Portal in order to receive statements from Landlord and to pay to Landlord all Rent al and other charges and render to Landlord all statements herein prescribed. Tenant shall provide to Landlord a point of contact and follow enrollment instructions provided by Landlord to enroll in the Portal. If payment through the Portal or other electronic means shall not be in place, then payment of Rental may be made to Landlord by check or other physical means at the address listed in Section 1.1(b), or any other address designated by Landlord upon five (5) days’ notice to Tenant. 4.2 Tenant must pay to Landlord minimum guaranteed rental in monthly installments in the amounts specified in Section 1.1(n) of this lease. The first such monthly installment is due and payable on or before the Commencement Date, and subsequent installments are due and payable on or before the first day of each succeeding calendar month during the lease term; provided that if the Commencement Date is a date other than the first day of a calendar month, Tenant must pay on or before such date as minimum guaranteed rental for the balance of such calendar month a sum equal to that proportion of the rent specified for the first full calendar month as herein provided, which the number of days from the Commencement Date to the end of the calendar month during which the Commencement Date falls bears to the total number of days in such month. 4.3 It is understood that the minimum guaranteed rental is payable on or before the first day of each calendar month (in accordance with Section 4.1 and Section 4.2 above), without offset or deduction of any nature. In the event any rental or other amount owed to Landlord (including, without limitation, any amounts owed under the terms of this Article 4, or under Article 6, Article 7, or Article 8 below) is not received by Landlord before the date which is ten (10) days after such amount’s due date, for an y reason whatsoever, or if any payment for such an amount is by check which is returned for insufficient funds, then in addition to the past due amount, Tenant must pay to Landlord one of the following (the choice to be at the sole option of the Landlord unless one of the choices is improper under applicable law, in which event the other alternative will automatically be deemed to have been selected): (a) a late charge in an amount equal to ten percent (10%) of the rental or other amount then due, in order to compensate Landlord for its administrative and other overhead expenses; or (b) interest on the rental or other amount then due at the maximum contractual rate which could legally be charged in the event of a loan of such amount to Tenant (but in no event to exceed 1½% per month), such interest to accrue continuously on any unpaid balance during the period commencing with the due date of such rental or other amount and terminating with the date on which Tenant makes full payment of all amounts owing to Landlord at the time of such payment. Any such late charge or interest payment is payable as additional rental under this lease and is payable immediately on demand. If any payment for rental or other amount owed to Landlord (including, without limitation, any amounts owed under the terms of this Article 4, or under Article 6, Article 7, or Article 8 below) is by check which is returned for insufficient funds, Tenant must immediately make the required payment to Landlord in good funds; moreover, Tenant must also pay to Landlord all other amounts specified by the terms of this lease (including, without limitation, interest or other charges required under the terms of this Article 4, or under Article 6, Article 7, or Article 8 below), plus an additional fee of $50.00 to compensate Landlord for its expense and effort in connection with the dishonored check. 4.4 Intentionally Omitted 4.5 If Tenant fails in two consecutive months to make rental payments within ten days after due, Landlord, in order to reduce its administrative costs, may require, by giving written notice to Tenant (and in addition to any late charge or interest accruing pursuant to Section 4.3 above, as well as any other rights and remedies accruing pursuant to Article 22 below, or any other provision of this lease or at law), that minimum guaranteed rentals are to be paid quarterly in advance instead of monthly and that all future rental payments are to be made on or before the due date by cash, cashier’s check or money order and that the delivery of Tenant’s personal or corporate check will no longer constitute a payment of rental as provided in this lease. Any acceptance of a monthly rental payment or of a personal or corporate check thereafter by Landlord cannot be construed as a subsequent waiver of such rights. 4.6 Landlord and Tenant agree that each provision contained in this Lease for determining any rent payments is commercially reasonable and, as to each such charge or amount, constitutes a “method by which the charge is to be computed” for purposes of Tex. Prop. Code Ann. §93.012, as enacted by House Bill 2186, 77th Legislature. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 5 ARTICLE 5 OFFICE BUILDING SERVICES AND EXPENSESError! Bookmark not defined. 5.1 Landlord agrees to furnish to Tenant while Tenant is occupying the Demised Premises in accordance with the terms of this lease, all of the following services: (a) Janitorial cleaning services and garbage and trash removal and, if Landlord deems it appropriate, removal of recycled items, for the Demised Premises and the Office Building Common Area on a standard five (5) day week basis; provided, however, that if Tenant’s floor coverings or other improvements are other than building standard, Tenant must pay, as additional rent, the additional cleaning cost incurred in cleaning such carpets and other improvements. Tenant must pay such additional rent within thirty (30) days after Landlord delivers a statement of such cost to Tenant. (b) Elevator service (without an operator) in common with other tenants of the Office Building; provided, however, that Landlord may reasonably limit the number of elevators in operation on Saturdays, Sundays, and State and Federal holidays. (c) Hot and cold potable water, sewer, and electricity to the Office Building. The electrical facilities will not exceed one watt per square foot of usable area per month and if Tenant’s electrical usage requires more than such total wattage, includes any single machine that consumes more than 0.5 kilowatts at rated capacity per month, or requires a voltage other than 120 volts or if such equipment requires additional air conditioning above that required by the building standard system, then Tenant must pay for the additional electric power source and usage, the different wiring, and the additional air conditioning usage. Landlord may, in such event, require that Tenant install additional air conditioning equipment serving only the Demised Premises and an additional meter to measure its electrical consumption. (d) Heated and refrigerated air conditioning in season, to temperatures, and during hours established by Landlord for the Demised Premises and the Office Building Common Area (but not less than 7:00 a.m. through 6:00 p.m. Monday through Friday (excepting State and Federal holidays) and 9:00 a.m. through 2:00 p.m. on Saturdays (again, excepting State and Federal holidays)); provided, however, that Tenant will be entitled to receive heated or refrigerated air conditioning, during their respective seasons, at hours in which Landlord does not customarily provide such heated or refrigerated air conditioning if, and only if, Tenant pays to Landlord Landlord’s customary charge per hour of use (with a 2-hour minimum) for such heated or refrigerated air conditioning service (which charge may include a required minimum number of hours and may be based on the area of the Demised Premises or the area served by the same heating, air conditioning, and ventilating units as the Demised Premises). The term “State and Federal holidays” means New Year’s Eve, New Year’s Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Eve, Christmas Day and, if any of the foregoing days is followed or preceded by a Monday, or followed or preceded by a Friday, such Monday or Friday. (e) Routine maintenance and repair of the Office Building Common Area. (f) Routine maintenance and repair of the heating, air conditioning, and ventilating system and the lighting, water, and electrical systems serving the Demised Premises and replacement of building standard fluorescent bulbs in all areas and incandescent bulbs in the Office Building Common Area. 5.2 Landlord does not warrant that any of the above-described services will be free from interruption or stoppage. No partial or complete failure to furnish such services nor any stoppage or interruption of such services will render Landlord liable in any respect for damages to person, property or business. In the event any of the services provided by Landlord are not provided due to the gross negligence or willful misconduct of Landlord in excess of seventy-two (72) hours, such charge for said services shall abate. No interruption, stoppage or failure of such services will be deemed or construed as an eviction, actual or constructive, of Tenant nor work an abatement of rent nor relieve Tenant from the obligation to fulfill any covenant or agreements contained in this lease, including, without limitation, the obligation to pay rent. 5.3 In addition to the rentals and other charges prescribed in this lease Tenant must pay to Landlord Tenant’s Office Building Proportionate Share of the cost of operation and maintenance of the Office Building (including, without limitation the Office Building Common Area), including, among other costs, costs incurred in providing the services described above. With regard to capital expenditures (i) the original investment in capital improvements. i.e., upon the initial construction of the Project, cannot be 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 6 included, and (ii) improvements and replacements, to the extent capitalized on Landlord’s records can be included only to the extent of a reasonable depreciation or amortization (including interest accruals commensurate with Landlord’s interest costs). “Tenant’s Office Building Proportionate Share” is the ratio that the total usable floor area of the Demised Premises bears to the total usable floor area of the Office Building. If this lease should commence on a date other than the first day of a calendar year or terminate or expire on a date other than the last day of a calendar year, Tenant’s reimbursement obligations under this Section 5.3 will be prorated based upon Landlord’s expenses for the entire calendar year. Tenant must make such payments to Landlord on demand, at intervals not more frequent than monthly. Landlord and Tenant acknowledge that the costs referenced in this Section 5.3 are in addition to those referenced in Section 7.4, which means, among other things that (i) certain costs typically included in the cost of operation and maintenance of any office building are passed through to Tenant under Section 7.4 (such as, by way of example only, parking costs, landscaping costs, and security costs, if any); and (ii) no cost may be passed through to Tenant under Section 7.4 and this Section 5.3 in such a manner that Tenant pays for the same cost more than once (although Landlord may allocate a portion of certain costs to the Office Building Common Area and the remainder to the Common Area as long as Landlord’s recovery of that cost does not exceed the actual amount of such cost). Landlord represents and warrants that all charges for services represented in this Article 5 (except for any late fees or other like fees otherwise incurred and due by Tenant) shall be included in Tenant’s payment of rental required hereunder. ARTICLE 6 Intentionally Omitted ARTICLE 7 COMMON AREA 7.1 The term “Common Area” is defined for all purposes of this lease as that part of the Project intended for the common use of all tenants and the public which is maintained by Landlord or the expense of which is borne in whole or in part by Landlord, including among other facili ties (as such may be applicable to the Project), parking areas, streets and alleys, common open spaces, landscaping, curbs, loading areas, sidewalks and streetscapes, malls and promenades (enclosed or otherwise), lighting facilities, drinking fountains, meeting rooms, public toilets, and the like but excluding (i) space in buildings (now or hereafter existing) designated for rental for commercial purposes, as the same may exist from time to time, (ii) areas within the Project which may from time to time not be owned by Landlord (unless subject to a cross-access or similar agreement benefitting the area which includes the Demised Premises), (iii) areas leased to a single-purpose user (such as a bank or a fast-food restaurant) where access is restricted, (iv) the roof(s) of the building(s) in the Project, and (v) decorative awnings; provided, however, that if Landlord bears all or any portion of the cost of maintaining, repairing, or replacing any of the areas described in clauses (ii) through (v) of the immediately-preceding sentence, such areas, while not technically constituting part of the Common Area, will be deemed included within the Common Area for the purposes of (1) Landlord’s ability to prescribe rules and regulations regarding same, and (2) their inclusion for purposes of common area maintenance cost reimbursements. Landlord reserves the right to change from time to time the dimensions and location of the Common Area, as well as the dimensions, identities, locations and types of any buildings, signs or other improvements in the Project. For example, and without limiting the generality of the immediately preceding sentence, Landlord may from time to time decrease the size of any parking area or substitute for any parking area other areas reasonably accessible to the tenants of the Project, which areas may be elevated, surface or underground. 7.2 Tenant, and its employees and customers, and when duly authorized pursuant to the provisions of this lease, its subtenants, licensees and concessionaires, have the nonexclusive right to use the Common Area as constituted from time to time, such use to be in common with Landlord, other tenants in the Project and other persons permitted by Landlord to use the same, and subject to such reasonable rules and regulations governing use as Landlord may from time to time prescribe. For example, and without limiting the generality of Landlord’s ability to establish rules and regulations governing all aspects of the Common Area, Tenant agrees as follows: (a) Tenant is not permitted to solicit business, or distribute leaflets or other materials in the Common Area nor take any action which in the sole and exclusive judgment of Landlord would constitute a nuisance or would disturb, endanger, or interfere with the rights of other persons to use the Common Area or would tend to injure the reputation of the Project. (b) Landlord may temporarily close any part of the Common Area for such periods of time as may be necessary to make repairs, alterations, or improvements, or to prevent the public from obtaining prescriptive rights. (c) With regard to the roof(s) of the building(s) in the Project, use of the roof(s) is reserved to Landlord or, with regard to any tenant demonstrating to Landlord’s satisfaction a need 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 7 to use same, to such tenant after receiving prior written consent from Landlord. Subject to Landlord’s approval, Tenant shall be allowed access to the roof in order to install, replace, repair, and maintain any heating and air conditioning rooftop unit which exclusively serves the Demised Premises (“Rooftop Equipment”). Tenant shall be allowed to place one (1) satellite dish (“Antenna”), as more particularly described on Exhibit “J” attached hereto, on the roof above Tenant’s Demised Premises provided that the installation and operation thereof and all maintenance and repair is performed in accordance with all applicable laws, rules and regulations and the terms and provisions for Communication Antenna set forth on Exhibit “J” attached hereto. With respect to Rooftop Equipment, Landlord shall provide reasonable access thereto to Tenant and Tenant’s contractors, subject to Landlord’s rules and regulations regarding controlled access to the roof. Tenant’s access to the Rooftop Equipment must be coordinated through Landlord and Landlord’s representative may accompany any of Tenant’s contractors or Tenant during such access. Any penetrations of the building roof must be performed by a c ontractor designated by Landlord so as to maintain the building roof warranties. Landlord may elect to perform any of such work which affects building systems with its own personnel or contractors, and Tenant shall promptly reimburse Landlord therefor, as additional rent. Tenant shall maintain the Rooftop Equipment in accordance with the requirements of the insurers of the building and with reasonable rules, regulations and technical standards of Landlord relating to use of the building roof as Landlord may establish from time to time. Tenant shall maintain the Rooftop Equipment in good working order and repair, and shall keep the area immediately surrounding the Rooftop Equipment neat and clean. Tenant’s use and maintenance of the Rooftop Equipment may not create any nuisance or interfere with any other licensee or tenant of the Building. Landlord has no obligation to maintain, operate or safeguard the Rooftop Equipment. IN ADDITION TO THE INDEMNIFICATION OBLIGATIONS OF THE PARTIES UNDER ARTICLE 16 BELOW, TO THE EXTENT PERMITTED BY LAW, IF ANY, TENANT SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS LANDLORD FROM ANY AND ALL CLAIMS, DEMANDS, LIABILITIES, CAUSES OF ACTIONS, SUITS, JUDGMENTS, AND EXPENSES (INCLUDING REASONABLE ATTORNEYS’ FEES, COURT COSTS AND COSTS OF INVESTIGATION) ARISING FROM OR IN CONNECTION WITH THE INSTALLATION, CONDITION, OPERATION, REPAIR AND MAINTENANCE OF THE ANTENNA AND ROOFTOP EQUIPMENT, EVEN IF SUCH CLAIMS, DEMANDS, LIABILITIES, CAUSES OF ACTION, SUITS, JUDGMENTS AND EXPENSES ARE ATTRIBUTABLE TO THE CONCURRENT NEGLIGENCE OF LANDLORD. (d) Landlord may seasonally place kiosks or allow the placement of vending carts in and around the Common Area in accordance with applicable governmental laws, rules and regulations. 7.3 Landlord is responsible for the operation, management and maintenance of the Common Area, the manner of maintenance and the expenditures therefor to be in the sole discretion of Landlord, but to be generally in keeping with similar projects within the same geographical area as the Project. 7.4 In addition to the rentals and other charges prescribed in this lease Tenant must pay to Landlord Tenant’s Proportionate Share of the cost of operation and maintenance of the Common Area which may be incurred by Landlord in its discretion, including, among other costs, those for lighting, painting, cleaning, landscaping (including landscaping of any common open spaces maintained by Landlord or for whose maintenance Landlord pays), parking (including valet parking), policing (to the extent that security is provided by or otherwise arranged for by Landlord, although Landlord has no obligation to do so), seasonal decoration, inspecting, repairing, replacing, of any portion of the Common Area, operation of the central portion and water lines of any split heating, air conditioning and ventilating systems; trash removal for the Common Area (to the extent not covered by the terms of Section 9.5 below); a reasonable portion of whatever management fee Landlord pays to the manager of the Project, a reasonable allowance for Landlord’s overhead costs and the cost of any insurance for which Landlord is not reimbursed pursuant to Section 6.2, but specifically excluding all expenses paid or reimbursed pursuant to Article 6. With regard to capital expenditures (i) the original investment in capital improvements, i.e., upon the initial construction of the Project, cannot be included, and (ii) improvements and replacements, to the extent capitalized on Landlord’s records may be included only to the extent of a reasonable depreciation or amortization (including interest accruals commensurate with Landlord’s interest costs). If this lease should commence on a date other than the first day of a calendar year or terminate or expire on a date other than the last day of a calendar year, Tenant’s reimbursement obligations under this Section 7.4 will be prorated based upon Landlord’s expenses for the entire calendar year. Tenant must make such payments to Landlord on demand, without offset or deduction, at intervals not more frequent than monthly. Landlord represents and warrants that payments required as set forth in this Article 7.4 (except for any late fees or other like fees otherwise incurred and due by Tenant) shall be included in Tenant’s payment of Rental as required hereunder. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 8 ARTICLE 8 RESERVED ARTICLE 9 USE AND CARE OF DEMISED PREMISES 9.1 Tenant must commence business operations in the entirety of the Demised Premises on or immediately after the Commencement Date and must operate its business in an efficient, high class and reputable manner. Tenant must not at any time leave the Demised Premises vacant, but must in good faith continuously throughout the term of this lease conduct and carry on in the entire Demised Premises the type of business for which the Demised Premises is leased. Tenant must, except during reasonable periods for repairing, cleaning and decorating, keep the Demised Premises open to the public for business with adequate personnel in attendance on all business days, except to the extent Tenant may be prohibited from being open for business by applicable law, ordinance or governmental regulation. 9.2 The Demised Premises may be used only for the purpose or purposes specified in Section 1.1(q) above, and only under the trade name specified in Section 1.1(e) above (or, if Section 1.1(e) is not filled in, any trade name approved in advance in writing by Landlord), and for no other purpose and under no other trade name, it being understood and acknowledged that Landlord has entered into this lease in large part because it believes that such use and trade name will benefit the Project as a whole. 9.3 Tenant must not, without Landlord’s prior written consent, keep anything within the Demised Premises or use the Demised Premises for any purpose which creates a risk of toxic or otherwise hazardous substances, or which increases the insurance premium cost or invalidates any insurance policy carried on the Demised Premises or other parts of the Project. All property kept, stored or maintained within the Demised Premises by Tenant is at Tenant’s sole risk. Tenant shall indemnify Landlord and hold Landlord harmless from and against any and all liability, liens, claims, demands, damages, expenses, fees, costs, fines, penalties, suits, proceedings, actions and causes of action (including without limitation all attorneys’ fees and expenses) arising out of or relating to, directly or indirectly, any violation or alleged violation by Tenant of any law, rule, regulation, order or determination of any government authority pertaining to health or the environment relating to the Demised Premises and the Project (“Environmental Laws”), now existing or hereafter arising, except for violations of Environmental Laws caused by Landlord. This indemnification survives the expiration or termination of this lease. Tenant must immediately notify Landlord if Tenant suspects, discovers or receives notice of any violation of Environmental Laws at the Demised Premises or the Project, and must cooperate with Landlord in identifying and investigating any such violation or suspected violation. Tenant further agrees to abide by the terms of any and all protocols, procedures and agreements of which Landlord gives Tenant written notice and which address the detection, management or remediation of environmental or health hazards at the Demised Premises or the Project. 9.4 Tenant must not permit any objectionable noises or odors to emanate from the Demised Premises; nor place or permit any radio, television, loudspeaker or amplifier on the roof or outside the Demised Premises or where the same can be seen or heard from outside the building; nor place any antenna, equipment, awning, fixture or other projection on the exterior of or above the Demised Premises; nor take any other action which would constitute a nuisance or would disturb or endanger other tenants of the Project or unreasonably interfere with their use of their respective demised premises; nor permit any unlawful or immoral practice to be carried on or committed on the Demised Premises; nor do anything which would tend to injure the reputation of the Project. 9.5 Tenant must take good care of the Demised Premises, keep the Demised Premises secure (Tenant acknowledges that it is not relying on any representation or warranty of Landlord in this regard), and keep the Demised Premises free from waste at all times. Tenant at all times must not overload the floors in the Demised Premises, nor deface or injure the Demised Premises. Tenant at all times must keep the Demised Premises neat, clean and free from dirt and rubbish. Tenant must receive and deliver goods and merchandise and remove garbage and trash in the frequency, schedule, manner, and areas Landlord prescribes. Tenant must not operate an incinerator or burn trash or garbage within the Project. 9.6 Tenant must include the address and identity of its business activities in the Demised Premises in all advertisements made by Tenant in which the address and identity of any similar local business activity of Tenant is mentioned. 9.7 Tenant must procure at its sole expense any permits and licenses required for the transaction of business in the Demised Premises and otherwise comply with all applicable laws, ordinances and governmental regulations. In addition, if the nature of Tenant’s business makes it advisable for Tenant to take any extra precautions (for example, in the case of a business which is affected by so-called “dram 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 9 shop” laws, Tenant’s compliance with all “dram shop” educational programs and procedures), Tenant must take all such extra precautions. At Landlord’s request, Tenant must deliver to Landlord copies of all such permits and licenses and proof of Tenant’s compliance with all such laws, ordinances, governmental regulations and extra precautions. 9.8 Tenant will comply with such rules and regulations (the “Rules and Regulations”) generally applying to tenants in the Office Building as may be adopted from time to time by Landlord for the management, safety, care and cleanliness of, and the preservation of good order and protection of property in, the Premises and the Office Building and at the Project. All such Rules and Regulations are hereby made a part hereof. The Rules and Regulations in effect on the date hereof are attached hereto as Exhibit “K”. All changes and amendments to the Rules and Regulations sent by Landlord to Tenant in writing and conforming to the foregoing standards shall be carried out and observed by Tenant. Landlord hereby reserves all rights necessary to implement and enforce the Rules and Regulations. 9.9 (a) Tenant shall comply with the conservation, use and recycling policies and practices from time to time established by Landlord for the use of utilities and services supplied by Landlord, and the utility charges payable by Tenant hereunder may include such excess usage penalties or surcharges as may from time to time be established by Landlord for the Office Building. Landlord may reduce the utilities supplied to the Demised Premises, the Office Building and/or the Project as required or permitted by any mandatory or voluntary water, energy or other conservation statute, regulation, order or allocation or other program. Landlord and Tenant shall provide a point of contact to discuss issues related to sustainability and energy, which may include, but are not limited to, retrofit projects, billing issues, energy efficiency upgrades and data access. (b) The Office Building and/or the Project is, or may become in the future, certified under certain Sustainability Ratings or operated pursuant to Landlord’s sustainable building practices, as same may be in effect or modified from time to time. Landlord’s sustainability practices address, without limitation, whole-building operations and maintenance issues including chemical use; indoor air quality; energy efficiency; water efficiency; recycling programs; exterior maintenance programs; and systems upgrades to meet green building energy, water, indoor air quality, and lighting performance standards. All of Tenant’s construction and maintenance methods and procedures, material purchases, and disposal of waste must be in compliance with minimum standards and specifications as outlined by the Sustainability Ratings (“Sustainability Rules”), in addition to all laws. This section shall apply to any relevant and commercially reasonable Sustainability Rules that are provided to Tenant by Landlord in writing. Tenant acknowledges that the Sustainability Rules may change throughout the Term of this Lease, but such changes, if to be applied to this Lease, must be provided by Landlord to Tenant in writing, must be commercially reasonable and shall not be retroactively applied to any work or actions already done or taken by Tenant prior to Tenant’s receipt of such written notice of any changes to the Sustainability Rule. For purposes of this Lease, “Sustainability Ratings” shall mean any one or more of the following ra tings, as same may be in effect or amended or supplemented from time to time: The U.S. EPA’s Energy Star® rating and/or Design to Earn Energy Star, the Green Building Initiative’s Green GlobesTM for Continual Improvement of Existing Buildings (Green GlobesTM-CIEB), the U.S. Green Building Council’s Leadership in Energy and Environmental Design (LEED) rating system, LEED EBOM (existing buildings operations and maintenance) and any applicable substitute third party or government-mandated rating systems. (d) If requested, Landlord shall provide Tenant with The U.S. EPA’s Energy Star® rating if the Office Building and/or the Project is eligible for a score. Tenant shall be required to submit on a periodic basis to Landlord, within ten business days after Landlord’s request, energy and water consumption data, including total usage and total charges as they appear on Tenant’s electric, gas, water, and other utility bills, in a format deemed reasonably acceptable by Landlord. To the extent Tenant obtains electricity independently of the Project, Tenant shall give Landlord access to Tenant’s data on energy use for inclusion in Landlord’s annual reports, the Energy Star® annual rating and similar purposes. ARTICLE 10 MAINTENANCE AND REPAIR OF DEMISED PREMISESError! Bookmark not defined. 10.1 Landlord must keep the foundation, the exterior walls (except signs, placards, decorations or other advertising media of any type; and interior painting or other treatment of exterior walls) and roof (subject to the first sentence in Section 7.1 above), all mechanical, electrical, and plumbing systems, and the heating, air conditioning, and ventilating systems of or serving the Demised Premises in good repair. In the event any heating or air conditioning is provided by a system that Tenant uses in common with other occupants of the Project, then Landlord will perform the maintenance and repair for such system. Landlord, however, is not required to make any repairs occasioned by the act or negligence of Tenant, its agents, 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 10 employees, subtenants, licensees and concessionaires (including, but not limited to roof leaks resulting from any roof penetration or placement), although Landlord may do so and bill Tenant for the cost as additional rent, due thirty (30) days after Landlord delivers such bill to Tenant. The provisions of the first sentence of this Section 10.1 are expressly recognized to be subject to the provisions of Article 3, Article 17 and Article 18 of this lease. In the event that the Demised Premises should become in need of repairs required to be made by Landlord hereunder, Tenant must give immediate written notice thereof to Landlord and Landlord will have a reasonable time after receipt by Landlord of such written notice in which to make such repairs. 10.2 Tenant must keep the Demised Premises in good, clean and habitable condition and must make all repairs and replacements to those mechanical, electrical, plumbing, heating, and air conditioning systems of or exclusively serving the Demised Premises. Tenant shall further maintain and repair all supplemental HVAC units, data and phone cabling, and any and all other installations and equipment installed in the Demised Premises, above the acoustical ceiling tiles of the Demised Premises or elsewhere in the Building installed by or on behalf of Tenant and which services only the Demised Premises. If any repairs required to be made by Tenant hereunder are not made within ten days after written notice delivered to Tenant by Landlord or, in the case of a situation which by its nature requires an immediate response or a response within less than ten (10) days, Landlord may at its option make such repairs without liability to Tenant for any loss or damage which may result to Tenant’s stock or business by reason of such repairs; and Tenant must pay to Landlord upon demand, as additional rental hereunder, the cost of such repairs plus interest at the maximum contractual rate which could legally be charged in the event of a loan of such payment to Tenant (but in no event to exceed 1½% per month), such interest to accrue continuously from the date of payment by Landlord until repayment by Tenant. At the termination or expiration of this lease, Tenant must surrender the Demised Premises in good condition, excepting rea sonable wear and tear and losses required to be restored by Landlord in Section 10.1, Article 17 and Article 18 of this lease. Notwithstanding anything contained herein to the contrary, Landlord shall be responsible for replacements of lamps in the lighting systems in the Demised Premises. Additionally, Landlord shall be responsible for maintaining the HVAC systems serving the Building that Tenant uses in common with other tenants. ARTICLE 11 ALTERATIONS 11.1 Tenant must not make any alterations, additions or improvements to the Demised Premises without the prior written consent of Landlord (including, without limitation, consent as to all plans and specifications therefor and contractor(s) to be used or employed with respect thereto), except for the installation of unattached, movable trade fixtures which may be installed without drilling, cutting or otherwise defacing the Demised Premises and which are not visible from the exterior of the Demised Premises. 11.2 All construction work done by Tenant within the Demised Premises must be performed in a good workmanlike manner, lien-free and in compliance with all governmental requirements and all approved plans and specifications therefor, and in such manner as to cause a minimum of interference with other construction in progress and with the transaction of business in the Project, and Tenant must procure and/or cause its contractor to maintain the insurance described in Exhibit “C” to this Lease and provide Landlord with certificates of insurance evidencing such coverage. Tenant agrees to indemnify Landlord and hold Landlord harmless against any loss, liability (including, without limitation, reasonable attorneys’ fees and expenses) or damage resulting from such work, and Tenant must, if requested by Landlord, furnish a bond or other security satisfactory to Landlord against any such loss, liability or damage. 11.3 Tenant shall not suffer or cause the filing of any mechanic’s or other lien against the Demised Premises or the Project. If a mechanic’s or materialmen’s lien is threatened by any contractor or supplier, or in the event of the filing of a notice of any such lien, then Tenant shall: (i) either: (A) cause such lien to be discharged of record within ten (10) days after notice from Landlord or the date of such filing, as the case may be; or (B) provide evidence that the lien is being contested by proceedings adequate to prevent foreclosure of the lien, together with satisfactory indemnity (in an amount equal t o at least one hundred fifty percent (150%) of the claimed lien) to Landlord within thirty (30) days after notice of the filing thereof; and (ii) reimburse Landlord for any costs Landlord incurs due to the filing of such lien, including, but not limited to Landlord’s legal fees. All liens suffered or caused by Tenant shall attach to Tenant’s interest only, and Landlord’s interest in all or any part of the Project shall not be subject to any lien for improvements made by Tenant. Nothing in this Lease shall be deemed or construed to: (1) constitute consent to, or request of, any party for the performance of any work for, or the furnishing of any materials to, Tenant; or (2) give Tenant the right or authority to contract for, authorize, or permit the performance of any work or the furnishing of any materials that would permit the attaching of a mechanic’s lien to Landlord’s interest in the Demised Premises or Project. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 11 11.4 In the event Tenant uses a contractor to perform construction work within the Demised Premises, Tenant must, prior to the commencement of such work, obtain Landlord’s approval of such contractor and require such contractor to execute and deliver to Landlord a waiver and release on the form attached hereto as Exhibit “E” of any and all claims against Landlord and liens against the Project to which such contractor might at any time be entitled and to execute and record a Bond to Pay Claims (the “Bond”) in accordance with Chapter 53, Subchapter I of the Texas Property Code, as such may be amended, superseded or replaced from time to time, and must deliver a copy of the recorded Bond to Landlord. The delivery of the waiver and release of lien and the Bond within the time period set forth above is a condition precedent to Tenant’s ability to enter on and begin its construction work at the Demised Premises and, if applicable, to any reimbursement from Landlord for its construction work. 11.5 In the event that Landlord elects to remodel all or any portion of the Project, Tenant will cooperate with such remodeling, including Tenant’s tolerating temporary inconveniences (and even the temporary removal of Tenant’s signs in order to facilitate such remodeling, as it may relate to the exterior of the Demised Premises). ARTICLE 12 LANDLORD’S RIGHT OF ACCESS 12.1 Landlord is entitled to enter upon the Demised Premises at any time upon reasonable notice for the purpose of inspecting the same, or of making repairs to the Demised Premises, or of making repairs, alterations or additions to adjacent premises, or of showing the Demised Premises to prospective purchasers, tenants or lenders. 12.2 Tenant will permit Landlord to place and maintain “For Rent” or “For Lease” signs on the Demised Premises during the last 180 days of the lease term or during any period that an event of default is continuing hereunder, it being understood that such signs in no way affect Tenant’s obligations pursuant to Section 9.4, Section 13.1 or any other provision of this lease. 12.3 Except as described in Section 7.2(c) above, use of the roof above the Demised Premises is reserved to Landlord. ARTICLE 13 SIGNS; STORE FRONTS 13.1 Tenant acknowledges that because of the unique nature of the Project, Tenant’s signs will be limited to listings on building directories and Tenant’s entry door. The signs must comply with Landlord’s sign criteria, which will address such matters as (a) the size of the letters, (b) the materials used, (c) the content of the sign, and (d) the location of the sign. Landlord’s current sign criteria is attached to and made a part of this lease as Exhibit “F”. 13.2 Except as required under the term of Section 13.1 above, Tenant must not, without Landlord’s prior written consent (a) make any changes to the exterior of the Demised Premises, or (b) install any exterior lighting, decorations, paintings, awnings, canopies or the like, or (c) erect or install any signs, window or door lettering, placards, decorations or advertising media of any type which can be viewed from the exterior of the Demised Premises. All signs, lettering, placards, banners, portable signs, decorations and advertising media (including the sign required by Section 13.1 above) must conform in all respects to the sign criteria established by Landlord for the Project time to time in the exercise of its sole discretion and must further comply with all applicable laws. All signs are subject to Landlord’s requirements as to construction, method of attachment, size, shape, height, lighting, color and general appearance. Tenant must keep all signs in good condition and in proper operating order at al l times. Landlord may include Tenant’s trade name used at the Demised Premises in a published list (including Project directories) of the tradenames of occupants of the Project, and Landlord may further use Tenant’s trade name, trademarks, logos, and photos of Tenant’s store in marketing materials for the Project. ARTICLE 14 UTILITIES 14.1 Landlord agrees to cause to be provided to the Project the necessary mains, conduits and other facilities necessary to supply water, gas (if deemed appropriate by Landlord), electricity, telephone service and sewerage service to the building in which the Demised Premises are located. 14.2 Intentionally Omitted. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 12 14.3 Landlord is not liable for any interruption whatsoever in utility services not furnished by Landlord, nor for interruptions in utility services furnished by Landlord which are due to fire, accident, strike, acts of God or other causes beyond the control of Landlord or which are necessary or useful in connection with making any alterations, repairs or improvements. ARTICLE 15 INSURANCE COVERAGES 15.1 Landlord must procure and maintain throughout the term of this lease a policy or policies of insurance, at its sole cost and expense (but subject to Article 6 above), causing the Project to be insured under Special Form or similar property insurance and commercial general liability insurance (with whatever deductibles, endorsements, exceptions or special coverages Landlord, in its sole discretion, may consider appropriate), to the extent necessary to comply with Landlord’s obligations pursuant to other provisions of this lease. Landlord’s insurance may be procured and or carried through third party insurance companies, captive insurance companies, programs of self-insurance or blanket policies of insurance or any combination of the foregoing. 15.2 From and after the date of this Lease, Tenant will carry, at its expense, the insurance set forth in paragraphs (a), (b), (c), (d) and (e) of this subsection. (a) Commercial General Liability Insurance. Commercial General Liability Insurance covering the Demised Premises and Tenant’s use thereof against claims for personal or bodily injury or death or property damage occurring upon, in or about the Demised Premises (including contractual indemnity and liability coverage), such insurance to provide coverages of not less than $1,000,000.00 per occurrence and $2,000,000.00 annual aggregate and Damage to Premises Rented to You insurance in amounts sufficient to cover the replacement costs of the Demised Premises and loss of use thereof, with a deductible acceptable to Landlord. All insurance coverage required under this subparagraph (a) shall extend to any liability of Tenant arising out of the indemnities provided for in this Lease. Additionally, each policy evidencing the insurance required under this subparagraph shall expressly insure both Tenant and, as additional named insureds, Landlord and the Property Manager, IT BEING THE INTENT THAT SUCH POLICIES AFFORD INSURANCE COVERAGE TO LANDLORD AND THE PROPERTY MANAGER AGAINST CLAIMS FOR PERSONAL OR BODILY INJURY OR DEATH OR PROPERTY DAMAGE OCCURRING UPON, IN OR ABOUT THE PREMISES AS THE RESULT OF THE NEGLIGENCE OF LANDLORD OR THE PROPERTY MANAGER, whether or not required by the other provisions of this Lease. (b) Fire and Extended Coverage Insurance. Property insurance on an all-risk extended coverage basis (including coverage against fire, wind, tornado, vandalism, malicious mischief, water damage and sprinkler leakage) covering all fixtures, equipment, and personal property including improvements and betterments made to and located in the Demised Premises and endorsed to provide one hundred percent (100%) replacement cost coverage. Such policy will be written in the name of Tenant. The property insurance may, with the consent of the Landlord, provide for a reasonable deductible. (c) Workers Compensation and Employer’s Liability Insurance. Worker’s compensation insurance together with employer’s liability insurance in an amount at least equal to the greater of (i) the minimum worker’s compensation and employer’s liability insurance required under Texas law or (ii) $1,000,000.00. (d) Umbrella or Excess Liability Coverage. Umbrella or Excess Liability coverage with Broad as Primary endorsement in amounts not less than $5,000,000 in excess of the CGL insurance required in (a) hereinabove. (e) Business Interruption Insurance. Extra expense and business interruption insurance including loss of rents for periods and with limits not less than twelve (12) months of Tenant’s rental obligations hereunder. Tenant’s commercial general liability policy or policies must list Landlord and any other named insured designated by Landlord as loss payees (as to the Special Form or similar property insurance), as to Landlord’s or such other named insured’s interest in any of Tenant’s property, and as “additional insureds” (as to all other insurance, including, without limitation, the commercial general liability insurance), and must be written by insurance companies and on forms and with deductibles satisfactory to Landlord, and Tenant’s insurance shall be primary (with any policies of Landlord or Landlord’s mortgagees being excess, secondary and non-contributory). None of Tenant’s insurance policies shall have any exclusion to coverage for events involving an assault or battery or the use of firearms. Additionally, Tenant’s worker’s 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 13 compensation and employer’s liability policies must include waivers of subrogation in favor of Landlord. Tenant must obtain a written obligation on the part of each insurance company to notify Landlord at least thirty (30) days (ten (10) days for nonpayment) prior to cancellation or modification of such insurance, or as otherwise required by state amendatory requirement. Tenant must promptly deliver such policies or duly executed certificates of insurance to Landlord before Tenant occupies any portion of the Demised Premises and must promptly deliver renewals thereof as required to Landlord at least thirty days prior to the expiration of the respective policy terms. If Tenant should fail to comply with the foregoing requirements relating to insurance, Landlord may obtain such insurance and Tenant must pay to Landlord on demand as additional rental hereunder the premium cost thereof plus interest at the maximum contractual rate (but in no event to exceed 1½% per month) from the date of payment by Landlord until repaid by Tenant. ARTICLE 16 INDEMNIFICATION; WAIVER OF LIABILITY; MUTUAL WAIVER OF SUBROGATION 16.1 Landlord and Landlord’s agents and employees are not liable to Tenant, nor to Tenant’s employees, agents or visitors, nor to any other person whomsoever, for any loss or damage that may be occasioned by or through the acts or omissions of other tenants of the Project or of any other persons whomsoever. Landlord cannot be held responsible in any way on account of any construction, repair or reconstruction (including widening) of any private or public roadways, walkways or utility lines. 16.2 Intentionally Omitted 16.3 EXCEPT AS MAY BE OTHERWISE EXPRESSLY PROVIDED HEREIN TO THE CONTRARY, LANDLORD SHALL INDEMNIFY, DEFEND AND HOLD TENANT AND ITS AFFILIATED ENTITIES, AND THEIR AGENTS, EMPLOYEES, OFFICERS, DIRECTORS, SHAREHOLDERS, PARTNERS AND PRINCIPALS HARMLESS FROM AND AGAINST ANY AND ALL LOSS, COST, LIABILITY, CLAIM, DAMAGE AND EXPENSE FOR ANY INJURY TO PERSON OR DAMAGE TO PROPERTY (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEYS’ FEES) (COLLECTIVELY, THE “COMMON AREA LIABILITIES”) OCCURRING IN THE COMMON AREAS OF THE PROJECT, EVEN IF THE COMMON AREA LIABILITIES ARE CAUSED IN PART BY TENANT’S NEGLIGENCE. LANDLORD’S INDEMNIFICATION DOES NOT APPLY, HOWEVER, TO ANY COMMON AREA LIABILITIES CAUSED BY TENANT’S WILLFUL ACT OR OMISSION. 16.4 Intentionally Omitted ARTICLE 17 DAMAGES BY CASUALTY 17.1 Tenant must give immediate written notice to the Landlord of any damage caused to the Demised Premises by fire or other casualty. 17.2 In the event that the Demised Premises are damaged or destroyed by fire or other casualty insurable under standard Special Form or similar property insurance and Landlord does not elect to terminate this lease as hereinafter provided, Landlord must proceed with reasonable diligence and at its sole cost and expense to rebuild and repair the Demised Premises. In the event (a) the building in which the Demised Premises are located is destroyed or substantially damaged by a casualty not covered by Landlord’s insurance, or (b) such building is destroyed or rendered untenantable to an extent in excess of fifty percent of the first floor area by a casualty covered by landlord’s insurance, or (c) the holder of a mortgage, deed of trust or other lien on such building at the time of the casualty elects, pursuant to such mortgage, deed of trust or other lien, to require the use of all or part of Landlord’s insurance proceeds in satisfaction of all or part of the indebtedness secured by the mortgage, deed of trust or other lien, then Landlord may elect either to terminate this lease or to proceed to rebuild and repair the Demised Premises. Landlord must give written notice to Tenant of such election within sixty days after the occurrence of such casualty and, if it elects to rebuild and repair, must proceed to do so with reasonable diligence and at its sole cost and expense. 17.3 Landlord’s obligation to rebuild and repair under this Article 17 is in any event limited to restoring one of the following (as may be applicable): (a) if this lease does not include an attached exhibit describing Landlord’s initial construction responsibility (defined in such exhibit as “Landlord’s Work”), restoring the Demised Premises to substantially the condition in which the same existed immediately prior to such casualty, exclusive of any alterations, additions, improvements, fixtures and equipment installed by Tenant; or (b) rebuilding concrete floors, walls made of metal studs and drywall, a roof (but no ceiling), and Landlord’s Work, as described in an exhibit attached to this lease, to substantially the same condition 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 14 in which the same existed immediately prior to the casualty. Tenant agrees that promptly after completion of such work by Landlord, Tenant will proceed with reasonable diligence and at Tenant’s sole cost and expense to restore, repair and replace all alterations, additions, improvements, fixtures, signs and equipment installed by Tenant, or, if an exhibit describing Tenant’s Work is attached hereto, all items of Tenant’s Work as described in such exhibit, as the case may be, and to re-commence business operations at the Demised Premises as soon as reasonably possible. 17.4 Tenant agrees that during any period of reconstruction or repair of the Demised Premises, it will continue the operation of its business within the Demised Premises to the extent practicable. During the period from the occurrence of the casualty until Landlord’s repairs are completed, the minimum guaranteed rental will be reduced to such extent as may be fair and reasonable under the circumstances; however, there will be no abatement of the other charges provided for herein. ARTICLE 18 EMINENT DOMAIN 18.1 In the event (a) thirty percent (30%) or more of the floor area of the Demised Premises or (b) fifty percent (50%) or more of the building in which the Demised Premises are located (whether or not the Demised Premises are affected) should be taken for any public or quasi-public use under any governmental law, ordinance or regulation or by right of eminent domain or by private purchase in lieu thereof, then Landlord may terminate this lease. Landlord must give written notice to Tenant of such termination within sixty (60) days after the occurrence of such taking. If this lease is so terminated, the rent will be abated during the unexpired portion of this lease, effective on the date physical possession is taken by the condemning authority. 18.2 If less than (a) thirty percent (30%) of the floor area of the Demised Premises or (b) less than fifty percent (50%) of the building in which the Demised Premises are located (whether or not the Demised Premises are affected) should be taken as aforesaid; or if this lease is not terminated pursuant to Section 18.1 above following a taking, then this lease will continue in effect following such taking, however, the minimum guaranteed rental payable hereunder during the unexpired portion of this lease will be reduced in proportion to the area taken, effective on the date physical possession is taken by the condemning authority. In such case, Landlord must make all necessary repairs or alterations to the remaining Demised Premises or, if an exhibit describing Landlord’s Work is attached to this lease, all necessary repairs within the scope of Landlord’s Work as described in such exhibit, as the case may be, required to make the remaining portions of the Demised Premises an architectural whole. 18.3 If any part of the Common Area should be taken as aforesaid, this lease will not terminate, nor will the rent payable hereunder be reduced, except that either Landlord or Tenant may terminate this lease if the size of the parking area remaining following such taking plus any additional parking area provided by Landlord in reasonable proximity to the Project is less than seventy percent of the size of the parking area immediately prior to the taking. Any election to terminate this lease in accordance w ith this provision must be evidenced by written notice of termination delivered to the other party within thirty days after the date physical possession is taken by condemning authority. 18.4 All compensation awarded for any taking (or the proceeds of private sale in lieu thereof) of the Demised Premises or Common Area is the property of Landlord, and Tenant hereby assigns its interest in any such award to Landlord; provided, however, Landlord has no interest in any award made to Tenant for Tenant’s moving and relocation expenses or for the loss of Tenant’s fixtures and other tangible personal property if a separate award for such items is made to Tenant as long as such separate award does not reduce the amount of the award that would otherwise be awarded to Landlord. ARTICLE 19 ASSIGNMENT AND SUBLETTING 19.1 Tenant is not permitted to assign or in any manner transfer this lease or any estate or interest therein, or sublet the Demised Premises or any part thereof, or grant any license, concession or other right of occupancy of any portion of the Demised Premises without the prior written consent of Landlord. Landlord agrees that it will not withhold consent in a wholly unreasonable and arbitrary manner (as further explained in Section 28.4 of this lease); however, in determining whether or not to grant its consent, Landlord is entitled to take into consideration factors such as (a) Landlord’s desired tenant mix; (b) the experience, reputation and financial condition of the proposed transferee; (c) whether Landlord is already in negotiation with such proposed transferee; (d) whether such proposed transferee is already an occupant of the Project; (e) whether such proposed transferee is a governmental agency; (f) whether such proposed transferee is incompatible with the character of occupancy of the Project; (g ) whether such proposed transferee would subject the Demised Premises to a use which would: (i) involve increased personnel or 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 15 wear upon the Project, (ii) conflict with the primary use of another tenant or violate any exclusive right granted to another tenant of the Project, (iii) require any addition to or modification of the Demised Premises or the Project in order to comply with building code or other governmental requirements, or (iv) involve a potential environmental risk or issue; and (h) and the then current market conditions (including market rentals). Tenant shall pay to Landlord a non-refundable processing fee (the “Processing Fee”) for each requested assignment or sublease to cover Landlord’s administrative costs, whether or not Landlord consents to the proposed assignment or subletting. The Processing Fee shall accompany any request for Landlord’s consent to an assignment or sublease, and Landlord shall have no obligation to process or consider Tenant’s request until Tenant pays such Processing Fee to Landlord. The Processing Fee shall be $10,000.00 for any such request made during the first eighteen (18) months of the Term and for the second such request made during any consecutive eighteen (18)-month period. The Processing Fee for any other such request shall be $2,000.00 subject to a cumulative 100% increase (i.e., $4,000.00, $8,000.00, etc.) for each additional request thereafter. Consent by Landlord to one or more assignments or sublettings does not operate as a waiver of Landlord’s rights as to any subsequent assignment and sublettings. 19.2 If Tenant is a corporation, partnership or other entity and if at any time during the term of this lease the person or persons who own a majority of either the outstanding voting rights or the outstanding ownership interests of Tenant at the time of the execution of this lease cease to own a majority of such voting rights or ownership interests or otherwise lose control (except as a result of transfers by devise or descent), then such loss or transfer of a majority of such voting rights or ownership interests or control is deemed to be an assignment of this lease by Tenant and, therefore, subject in all respects to the provisions of Section 19.1 above. The previous sentence does not apply, however, if at the time of the execution of this lease, Tenant is a corporation and the outstanding voting shares of capital stock of Tenant are listed on a recognized security exchange or over-the-counter market. 19.3 Any assignee or sublessee of an interest in and to this lease will be deemed, by acceptance of such assignment or sublease or by taking actual or constructive possession of the Demised Premises, to have assumed all of the obligations set forth in or arising under this lease. Such assumption will be effective as of the earlier of the date of such assignment or sublease or the date on which the assignee or sublessee obtains possession of the Demised Premises. If requested by Landlord, however, such assignee or sublessee shall additionally execute a commercially reasonable form of assumption agreement. 19.4 Notwithstanding any assignment or subletting, Tenant and any guarantor of Tenant’s obligations under this lease will at all times remain fully responsible and liable for the payment of the rent herein specified and for compliance with all of its other obligations under this lease (even if future assignments and sublettings occur subsequent to the assignment or subletting by Tenant, and regardless of whether or not Landlord’s approval has been obtained for such future assignments and sublettings). Moreover, in the event that the rental due and payable by a sublessee (or a combination of the rental payable under such sublease plus any bonus or other consideration therefor or incident thereto) exceeds the rental payable under this lease, or if with respect to a permitted assignment, permitted license or other transfer by Tenant permitted by Landlord, the consideration payable to Tenant by the assignee, licensee or other transferee exceeds the rental payable under this lease, then Tenant is bound and obligated to pay Landlord all such excess rental and other excess consideration within ten (10) days following receipt thereof by Tenant from such sublessee, assignee, licensee or other transferee, as the case may be. Finally, in the event of an assignment or subletting, it is understood and agreed that Tenant will receive all rentals paid to Tenant by an assignee or sublessee in trust for Landlord, to be forwarded immediately to Landlord without offset or reduction of any kind; and upon election by Landlord suc h assignee or sublessee must pay all rentals directly to Landlord as specified in Section 4.2 of this lease (to be applied as a credit and offset to Tenant’s rental obligation). 19.5 Tenant is not permitted to mortgage, pledge or otherwise encumber its interest in this lease or in the Demised Premises. 19.6 Within twenty (20) days after Landlord receives Tenant’s written request for Landlord’s consent to a proposed assignment or sublease, Landlord shall have the right, by notice to Tenant, to recapture the portion of the Demised Premises that Tenant is proposing to sublet (or recapture the entire Demised Premises in the event of a proposed assignment of this Lease or a proposed subletting of the entire Demised Premises). If Landlord exercises its right to recapture, this Lease shall automatically be amended (or terminated if the entire Demised Premises is being assigned or sublet) to delete the applicable portion of the Demised Premises effective on the proposed effective date of the proposed assignment or subletting, although Landlord may require Tenant to execute an amendment or other document reflecting such reduction or termination. If the size of the Demised Premises is reduced, the amount of minimum guaranteed rental due under this Lease and Tenant’s Proportionate Share shall be reduced proportionately based on the percentage reduction of the Premises. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 16 19.7 In the event of the transfer and assignment by Landlord of its interest in this lease and in the building containing the Demised Premises to a person expressly assuming Landlord’s obligations under this lease, Landlord will thereby be released from any further obligations hereunder, and Tenant agrees to look solely to such a successor-in-interest of the Landlord for performance of such obligations. Any security given by Tenant to secure performance of Tenant’s obligations hereunder may be assigned and transferred by Landlord to such successor-in-interest and Landlord will thereby be discharged of any further obligation relating thereto. ARTICLE 20 SUBORDINATION; ATTORNMENT; ESTOPPELS 20.1 Tenant accepts this lease subject and subordinate to any mortgage, deed of trust or other lien presently existing or hereafter placed upon the Project or any portion of the Project which includes the Demised Premises, and to any renewals and extensions thereof. Tenant further agrees to attorn to any mortgagee, ground lessor, trustee under a deed of trust, or purchaser at a foreclosure sale or trustee’s sale as landlord under this lease (as the case may be, “Mortgagee”); provided, however, as part of such attornment, Tenant agrees for the benefit of any Mortgagee that if such Mortgagee succeeds to Landlord’s (or any successor’s) interest in this lease, such Mortgagee will have no liability for any act or omission of any prior landlord under this lease that occurs prior to the date such Mortgagee succeeds to Landlord’s (or any successor’s) interest in this lease nor any liability for claims, offsets, or defenses that Tenant might have had against Landlord (or any successor) nor have any liability for any warranties or indemnities in this lease. Tenant agrees that any Mortgagee has the right at any time to subordinate its mortgage, deed of trust or other lien to this lease; provided, however, whether or not that this lease may be (or be made to be) superior to a mortgage, deed of trust or other lien, the Mortgagee will not be liable for prepaid rentals, security deposits and claims accruing during Landlord’s ownership; further provided that the provisions of a mortgage, deed of trust or other lien relative to the rights of the Mortgagee with respect to proceeds arising from an eminent domain taking (including a voluntary conveyance by Landlord) and provisions relative to proceeds arising from insurance payable by reason of damage to or destruction of the De mised Premises will be prior and superior to any contrary provisions contained in this instrument with respect to the payment or usage thereof. Landlord is hereby irrevocably vested with full power and authority to subordinate this lease to any mortgage, deed of trust or other lien hereafter placed upon the Demised Premises or the Project as a whole, and Tenant agrees upon demand to execute such further instruments subordinating this lease (or evidencing the subordination of this lease pursuant to the terms hereof) as Landlord may request; provided, however, that upon Tenant’s written request and notice to Landlord, Landlord must use good faith efforts to obtain from any such Mortgagee a written agreement that after a foreclosure (or a deed in lieu of foreclosure) the rights of Tenant will remain in full force and effect during the term of this lease, except as otherwise provided in this Section 20.1 and as may be required by Mortgagee, so long as Tenant recognizes and performs all of the covenants and conditions of this lease. Tenant agrees to execute a non- disturbance, attornment and subordination agreement on Mortgagee’s then current form or such other form as Tenant and Mortgagee may agree to execute (the “SNDA”), if requested by Landlord, and Tenant further agrees that the SNDA constitutes a written agreement meeting the requirements of the agreement which Tenant may request that Landlord obtain, as described above. 20.2 At any time when the holder of an outstanding mortgage, deed of trust or other lien covering Landlord’s interest in the Demised Premises has given Tenant written notice of its interest in this lease (or if Tenant otherwise receives written notice from Landlord of such holder’s interest in this lease), Tenant (i) may not exercise any remedies for default by Landlord hereunder unless and until the holder of the indebtedness secured by such mortgage, deed of trust or other lien has received written notice of such default and a reasonable time (not less than 30 days) has thereafter elapsed without the default having been cured, (ii) shall not prepay any rent or other amounts due under this lease more than thirty (30) days in advance except as expressly permitted by this lease, and (iii) shall not -- without such Mortgagee’s prior consent -- enter into any surrender or cancellation of this lease or any modification or amendment that decreases the lease term or decreases the amount of minimum guaranteed rental or other charges due under this lease. 20.3 Tenant agrees that it will from time to time upon request by Landlord execute and deliver to Landlord a written statement addressed to Landlord (or to a party or parties designated by Landlord), which statement must identify Tenant and this lease, must certify that this lease is unmodified and in full force and effect (or if there have been modifications, that the same is in full force and effect as so modified), must confirm that Landlord is not in default as to any obligations of Landlord under this lease (or if Landlord is in default, specifying any default), must confirm Tenant’s agreements contained above in this Article 20, and must contain such other information or confirmations as Landlord may reasonably require. Tenant acknowledges that the form of estoppel certificate attached to this lease as Exhibit “G” is an example of the type of written statement described in this Section 20.3, and Tenant agrees to execute and deliver to Landlord such form of written statement (with the appropriate blanks completed) as required from time to 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 17 time by this Section 20.3. Landlord is hereby irrevocably appointed and authorized as the agent and attorney-in-fact of Tenant to execute and deliver any such written statement on Tenant’s behalf if Tenant fails to do so within seven (7) days after the delivery of a written request from Landlord to Tenant. ARTICLE 21 PARKING 21.1 Landlord and Tenant acknowledge the importance of providing Project customers with sufficient ground level parking space reasonably close to the stores and offices they wish to visit. Accordingly, Tenant and Tenant’s employees may park only in the areas designated by Landlord, from time to time, as employee parking in the Project. Without limiting the terms of the foregoing sentence, Tenant acknowledges and agrees that neither Tenant nor its employees will use any on -street parking for the Project, it being understood and agreed that such parking is for the office and retail customers of the Project. With respect to any elevated parking garages located on the Project or adjacent land (collectively, the “Parking Garages”), Tenant agrees that Tenant shall (i) restrict its employees from parking in parking spaces located on the first (1st) and second (2nd) floors of the Parking Garages and (ii) comply with the City of Southlake’s rules and regulations governing the Parking Garages, as amended from time t o time. Tenant must furnish Landlord with a complete list of license numbers of all automobiles operated by Tenant, its employees, its subtenants, its licensees and its concessionaires, and their employees; Tenant must furnish such list to Landlord within five (5) days after the Delivery Date of this lease, and Tenant must notify Landlord of any changes to such list within five (5) days after such changes occur. Tenant agrees that if any automobile or other vehicle owned by Tenant or any of its employees, its subtenants, its licensees or its concessionaires, or their employees, at any time are parked in any part of the Project other than the parking areas specified above as being permitted parking areas for Tenant and its employees, Tenant must pay to Landlord as additional rent upon demand an amount equal to the daily rate or charge for such parking as established by Landlord (currently, $10.00 for the first violation and $50.00 for each violation thereafter) from time to time for each day, or part thereof, that such automobile or other vehicle is so parked. In addition, Tenant must immediately remove the vehicle to parking areas specified above as being permitted parking areas for Tenant and its employees. If Tenant fails to respond immediately, Landlord has the right to take either such action; and Tenant hereby indemnifies Landlord and agrees to hold Landlord harmless from all removal and parking expenses and liabilities which may arise out of Landlord’s action. In addition to the rights granted by the preceding sentences, any violation of this Section, whether by Tenant or by one of Tenant’s employees, entitles Landlord to exercise at its option any one or more of the remedies which are authorized in Article 22 of this Lease. 21.2 Tenant acknowledges that Landlord may, at some time in the future, construct an additional parking structure (whether under-or above-ground) for the Project. In the event Landlord constructs a parking structure, Tenant will cooperate with such construction efforts, including tolerating inconveniences during the construction process. ARTICLE 22 DEFAULT BY TENANT AND REMEDIES 22.1 The following events will be deemed to be events of default by Tenant under this lease: (a) Tenant fails to pay any installment of rental or any other obligation under this lease involving the payment of money and such failure continues for a period of ten (10) days after written notice thereof to Tenant; provided, however, that for each cale ndar year during which Landlord has already given Tenant one written notice of the failure to pay an installment of rental or other obligation under this lease involving the payment of money, no further notice will be required (i.e., the event of default will automatically occur on the tenth day after the date upon which the rental was due). (b) Tenant fails to comply with any provision of this lease, other than as described in Subsection (a) above, and following notice thereof to Tenant (i) does not promptly commence and diligently pursue the cure of such failure to completion, or (ii) fails to cure such failure within fifteen (15) days after such notice to Tenant, or (iii) cures that particular failure but again fails to comply with the same provision of this lease within three (3) months after such notice to Tenant, or (iv) cures that particular failure but again fails to comply with the same provision of this lease in excess of three times during the Term. (c) Tenant or any guarantor of Tenant’s obligations under this lease becomes insolvent, or makes a transfer in fraud of creditors, or makes an assignment for the benefit of creditors. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 18 (d) Tenant or any guarantor of Tenant’s obligations under this lease files a petition under any section or chapter of the federal Bankruptcy Code, as amended, or under any similar law or statute of the United States or any state thereof; or Tenant or any guarantor of Tenant’s obligations under this lease is adjudged bankrupt or insolvent in proceedings filed against Tenant or any guarantor of Tenant’s obligations under this lease thereunder. (e) A receiver or Trustee is appointed for the Demised Premises or for all or substantially all of the assets of Tenant or any guarantor of Tenant’s obligation under this lease. (f) Tenant deserts or vacates or commences to desert or vacate the Demised Premises or any substantial portion of the Demised Premises or at any time prior to the last month of the lease term removes or attempts to remove, without the prior written consent of Landlord, all or a substantial amount of Tenant’s goods, wares, equipment, fixtures, furniture, or other personal property. (g) Tenant does or permits to be done anything which creates a lien upon the Demised Premises or upon all or any part of the Project. (h) Intentionally Omitted. (i) In the event Tenant or any Guarantor is a business organization, such business organization fails to remain in good standing in its state of organization and the state in which the Project is located or such business organization is dissolved. 22.2 Upon the occurrence of any such events of default, Landlord has the option to pursue any one or more of the following remedies: (a) Without any further notice or demand whatsoever, Landlord may enter upon and take possession of the Demised Premises and expel or remove Tenant and any other person who may be occupying the Demised Premises or any part of the Demised Premises, by force , if necessary (except to the extent prohibited by Texas law), without being liable for prosecution or any claim for damages for such action. Such expulsion and removal by Landlord cannot be deemed a termination or forfeiture of this lease or acceptance of Tenant’s surrender of the Demised Premises unless Landlord expressly notifies Tenant in writing that Landlord is terminating or forfeiting this lease or accepting Tenant’s surrender of the Demised Premises. If Landlord expels or removes Tenant and any other person from the Demised Premises without terminating or forfeiting this lease or accepting surrender of the Demised Premises, Landlord must attempt to mitigate its damages. In any situation in which Landlord is attempting to mitigate its damages, Landlord will conclusively be deemed to have done so if Landlord lists the Demised Premises with a real estate broker or agent (which may be affiliated with Landlord) and considers all written proposals for such space made by such broker or agent; provided, h owever, that in no event will Landlord (i) be obligated to travel outside a radius of thirty (30) miles from its principal office in order to meet with a prospective tenant, (ii) be obligated to expend monies for finish-out requested by a prospective tenant unless Landlord, in its sole discretion, believes that the excess rent Landlord will receive and the credit of the prospective tenant support such a decision, (iii) be required to give preference to the Demised Premises over other spaces in the Project, (iv) be required to agree to allow an existing tenant of the Project to move from their existing space to all or any of the Demised Premises, or (v) be required to accept any lease proposal which Landlord, in its sole discretion, deems unacceptable. In attempting to relet or actually reletting the Demised Premises, Landlord will be free to enter into a direct lease with the proposed replacement tenant and will not be acting as Tenant’s agent, although the proceeds Landlord actually receives for any time period will be credited against Tenant’s obligations for the same time period. Tenant will not be entitled to any additional credit (for example, if Landlord receives amounts during a particular time period in excess of Tenant’s obligations for the same time period, Landlord will not be required to credit such excess against Tenant’s obligations for any other time period). Until Landlord is able, through such efforts, to relet the Demised Premises, Tenant must pay to Landlord, on or before the first day of each calendar month, in advance, the monthly rentals and other charges provided in this lease. At such time, if any, as Landlord relets the Demised Premises, Tenant must pay to Landlord on the 20th day of each calendar month the difference between the monthly rentals and other charges provided in this lease for such calendar month and the amount actually collected by Landlord for such month from the occupant to whom Landlord has re-let the Demised Premises. If it is necessary for Landlord to bring suit in order to collect any deficiency, Landlord has the right to allow such deficiencies to accumulate and to bring an action on several or all of the accrued deficiencies at one time. Any such suit cannot prejudice in any way the right of Landlord to bring a similar action for any subsequent deficiency or deficiencies. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 19 (b) Without any further notice or demand whatsoever, Landlord may terminate this lease by written notice to Tenant, in which event Tenant must immediately surrender the Demised Premises to Landlord, and if Tenant fails to do so, Landlord may, without preju dice to any other remedy which Landlord may have for possession or arrearages in rent (including any late charge or interest which may have accrued pursuant to Section 4.3 of this lease), enter upon and take possession of the Demised Premises and expel or remove Tenant and any other person who may be occupying the Demised Premises or any part thereof, by force, if necessary (except to the extent prohibited by Texas law), without being liable for prosecution or any claim for damages therefor. In such event and to the fullest extent permitted by applicable law, Tenant hereby agrees to pay the difference between the total of all monthly rentals and other charges provided in this lease for the remainder of the term and the reasonable rental value of the Demised Premises for such period, such difference to be discounted to present value at a rate equal to the rate of interest which is allowed by law in the State of Texas when the parties to a contract have not agreed on any particular rate of interest (or, in the absence of such law, at the rate of six percent per annum). (c) Without any further notice or demand whatsoever, Landlord may pursue the following remedies for the following specific defaults: (i) In the event of any default described in Subsection 22.1(b) of this lease, Landlord has the right to enter upon the Demised Premises, by force, if necessary (except to the extent prohibited by Texas law), without being liable for prosecution or any claim for damages therefor, and do whatever Tenant is obligated to do under the terms of this lease; and Tenant agrees to reimburse Landlord on demand for any expenses which Landlord may incur in thus effecting compliance with Tenant’s obligations under this lease, and Tenant further agrees that Landlord cannot be liable for any damages resulting to the Tenant from such action. (ii) In the event of any default described in Subsection 22.1(g) of this lease, Landlord may pay or bond around such lien, whether or not contested by Tenant; and in such event Tenant agrees to reimburse Landlord on demand for all costs and expenses incurred in connection with any such action, with Tenant further agreeing that Landlord is in no event liable for any damages or claims resulting from such action. (d) Notwithstanding anything to the contrary set forth in this Lease, if more than one (1) monetary default by Tenant of any kind or amount occurs during any twelve (12) consecutive month period, the same shall constitute, at Landlord’s option, an incurable default for all intents and purposes under this Lease, and Landlord shall thereafter have the right, in addition to all of the remedies set forth above, to any of the following express remedies therefor, upon written notice to Tenant of its election: (a) increase all rental due for the remainder of the Term by an amount equal to 10% of the rate otherwise payable; (b) require Tenant to make all remaining payments due under the Lease by certified funds; or (c) terminate the Lease. If Landlord elects to exercise the remedy prescribed in Subsection 22.2(a) or 22.2(c) above, this election in no way prejudices Landlord’s right at any time thereafter to cancel such election in favor of the remedy prescribed in Subsection 22.2(b) above, provided that at the time of such cancellation Tenant is still in default. Pursuit of any of the above remedies does not preclude pursuit of any other remedies prescribed in other sections of this lease and any other remedies provided by law or in equity. Forbearance by Landlord to enforce one or more of the remedies herein provided upon an event of default cannot be deemed or construed to constitute a waiver of such default. No agreement to accept a surrender of the Demised Premises and no act or omission by Landlord or Landlord’s agent during the term of this lease will constitute an acceptance of surrender of the Demised Premises unless made in writing and signed by Landlord. Similarly, no reentry or taking of possession of the Demised Premises by Landlord will constitute an election by Landlord to terminate this lease unless a written notice of such intention, signed by Landlord, is given to Tenant. 22.3 It is expressly agreed that in determining “the monthly rentals and other charges provided in this lease,” as that term is used throughout Subsections 22.2(b) and 22.2(c)(ii) above, there will be added to the minimum guaranteed rental (as specified in Sections 1.1(n) of this lease) a sum equal to the charges for maintenance of the Common Area (as specified in Section 7.4 of this lease), the payments for taxes, charges and insurance (as specified in Article 6 of this lease). It is further understood and agreed that the phrase “without any further notice or demand whatsoever” incorporates Tenant’s full, final, and complete waiver of all demands and notices permitted or required by applicable law, whether statutory or common law, and in equity (including, without limitation, any statutory requirement of prior written notice for filing eviction or damage suits for nonpayment of rent), it being understood and agreed that if any notice is appropriate, it is provided for in Section 22.1. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 20 22.4 Intentionally Omitted. 22.5 Landlord may restrain or enjoin any breach or threatened breach of any covenant, duty or obligation of Tenant herein contained without the necessity of proving the inadequacy of any legal remedy or irreparable harm. The remedies of Landlord hereunder are deemed cumulative and not exclusive of each other. 22.6 If on account of any breach or default by Tenant in its obligations hereunder, Landlord employs an attorney to enforce or defend any of Landlord’s rights or remedies hereunder and Landlord prevails in any court action related to such enforcement or defense , Tenant agrees to pay any reasonable attorney’s fees and court costs incurred by Landlord in such connection. 22.7 In the event that Tenant fails to vacate and surrender the Premises upon the expiration of the Term without the advance written consent of Landlord, then Landlord is entitled and is hereby authorized, without any notice to Tenant, to enter upon the Demised Premises by use of a duplicate key, a master key, a locksmith’s entry procedures or any other means not involving personal confrontation, and to alter or change the door locks on all entry doors of the Demised Premises, thereby permanently excluding Tenant. 22.8 Tenant acknowledges its obligation to deposit with Landlord the sum stated in Section 1.1(p) above, to be held by Landlord without interest as security for the performance by Tenant of Tenant’s covenants and obligations under this lease. Tenant agrees that such deposit may be co -mingled with Landlord’s other funds and is not an advance payment of rental or a measure of Landlord’s damages in case of default by Tenant. Upon the occurrence of any event of default by Tenant, Landlord may, from time to time, without prejudice to any other remedy provided herein or provided by law, use such fund to the extent necessary to make good any arrears of rentals and any other damage, injury, expense or liability caused to Landlord by such event of default, and Tenant must pay to Landlord on demand the amount so applied in order to restore the security deposit to its original amount. If Tenant is not then in default hereunder, any remaining balance of such deposit will be returned by Landlord to Tenant upon termination of this lease (subject to the provisions of Section 19.6 above). 22.9 In the event of any default described in Subsection (d) of Section 22.1 of this lease, any assumption and assignment must conform with the requirements of the Bankruptcy Code which provides, in part, that the Landlord must be provided with adequate assurance (i) of the source of rent and other consideration due under this lease; (ii) that the financial condition and operating performance of any proposed assignee and its guarantors, if any, is similar to the financial condition and operating performance of Tenant and its guarantors, if any, as of the date of execution of this lease; (iii) that any assumption or assignment is subject to all of the provisions of this lease (including, but not limited to, restrictions as to use) and will not breach any such provision contained in any other lease, financing agreement or other agreement relating to the Project; and (iv) that any assumption or assignment will not disrupt any tenant mix or balance in the Project. (a) In order to provide Landlord with the assurance contemplated by the Bankruptcy Code, Tenant must fulfill the following obligations, in addition to any other reasonable obligations that Landlord may require, before any assumption of this lease is effective: (i) all defaults under Subsection (a) of Section 22.1 of this lease must be cured within ten (10) days after the date of assumption; (ii) all other defaults under Section 22.1 of this lease other than under Subsection (d) of Section 22.1 must be cured within fifteen (15) days after the date of assumption; (iii) all actual monetary losses incurred by Landlord (including, but not limited to, reasonable attorneys fees) must be paid to Landlord within ten (10) days after the date of assumption; and (iv) Landlord must receive within ten (10) days after the date of assumption a security deposit in the amount of six (6) months minimum guaranteed rental (using the minimum guaranteed rental rate in effect for the first full month immediately following the assumption) and an advance prepayment of minimum guaranteed rental in the amount of three (3) months minimum guaranteed rental (using the minimum guaranteed rental in effect for the first full month immediately following the assumption), both sums to be held by Landlord in accordance with Section 22.8 above and deemed to be rent under this lease for the purposes of the Bankruptcy Code as amended and from time to time in effect. (b) In the event this lease is assumed in accordance with the requirements of the Bankruptcy Code and this lease, and is subsequently assigned, then, in addition to any other reasonable obligations that Landlord may require and in order to provide Landlord with the assurances contemplated by the Bankruptcy Code, Landlord must be provided with (i) a financial statement of the proposed assignee prepared in accordance with generally accepted accounting principles consistently applied, though on a cash basis, which reveals a net worth in an amount 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 21 sufficient, in Landlord’s reasonable judgment, to assure the future performance by the proposed assignee of Tenant’s obligations under this lease; or (ii) a written guaranty by one or more guarantors with financial ability sufficient to assure the future performance of Tenant’s obligations under this lease, such guaranty to be in form and content satisfactory to Landlord and to cover the performance of all of Tenant’s obligations under this lease. 22.10 In addition to any and all other remedies available to Landlord herein, Landlord shall at any and/or all times have a right of offset against any sums of money due from Landlord to Tenant for the payment of any and all rentals and other sums of money becoming due hereunder from Tenant, and for the payment of any and all damages or loss which Landlord may suffer by reason of the breach by Tenant of any covenant, agreement or condition contained herein. 22.11 The failure by Landlord to observe or perform any covenant, agreement, condition or provision of this Lease shall be deemed a “Landlord Event of Default” if such failure shall continue for thirty (30) days after receipt of written notice thereof from Tenant to Landlord, except that if such default cannot be cured within such thirty (30) day period, this period will be extended, p rovided that Landlord commences to cure such default within such thirty (30) day period and proceeds diligently thereafter to seek to effect such cure. If a Landlord Event of Default occurs, Tenant will have all rights and remedies available at law or in equity. ARTICLE 23 Intentionally Omitted ARTICLE 24 HOLDING OVER; SURRENDER OF PREMISES 24.1 In the event Tenant remains in possession of the Demised Premises after the expiration of this lease and without the execution of a new lease, it will be deemed to be occupying the Demised Premises as a tenant at sufferance at a daily rental equal to the rental herein provided plus fifty percent of such amount, pro-rated on a daily basis, otherwise subject to all the conditions, provisions and obligations of this lease insofar as the same are applicable to a tenancy at sufferance. In addition to the foregoing, Tenant shall be and remain liable to Landlord for, and shall protect Landlord from and indemnify and defend Landlord against, all losses and damages, including any claims made by any succeeding tenant resulting from such failure of Tenant to vacate, and any consequential damages that Landlord suffers from the holdover. 24.2 At the end of the term or the termination of Tenant’s right to possess the Demised Premises, Tenant must (1) deliver to Landlord the Demised Premises with all improvements located thereon in good repair and condition, reasonable wear and tear (subject however to Tenant’s maintenance obligations) excepted, (2) deliver to Landlord all keys to the Demised Premises, and (3) remove all signage placed by or on behalf of Tenant on the Demised Premises. All fixtures, alterations, additions, and improvements (whether temporary or permanent) are Landlord’s property and must remain on the Demised Premises except as provided in the next two sentences. Provided that Tenant has performed all of its obligations hereunder, Tenant may remove all unattached trade fixtures, furniture, and personal property placed in the Demised Premises by Tenant (but Tenant cannot remove any such item which was paid for, in whole or in part, by Landlord). Additionally, Tenant must remove such alterations, additions, improvements, fixtures, equipment, wiring, furniture, and other property as Landlord may request, provided such request is made within six months after the end of the term. All items not so removed will, at the option of Landlord, be deemed abandoned by Tenant and may be appropriated, sold, stored, destroyed, or otherwise disposed of by Landlord without notice to Tenant and without any obligation to account for such items and Tenant must pay for the costs incurred by Landlord in connection therewith. Any such disposition cannot be considered a strict foreclosure or other exercise of Landlord’s rights in respect of the security interest granted under Article 23. All work required of Tenant under this Section 24.2 must be coordinated with Landlord and be done in a good and workmanlike manner, in accordance with all laws, and so as not to damage the Office Building or the Project. Tenant must, at its expense, repair all damage caused by any work performed by Tenant under this Section 24.2. ARTICLE 25 NOTICES 25.1 Wherever any notice is required or permitted hereunder, such notice must be in writing. Any notice or document required or permitted to be delivered hereunder will be deemed to be delivered when actually received by the designated addressee or, if earlier and regardless of whether actually received or not, when deposited in the United States mail, postage prepaid, certified mail, return receipt requested, 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 22 addressed to the parties hereto at the respective addresses set out in Section 1.1 above (or at Landlord’s option, to Tenant at the Demised Premises), or such other addresses as they have theretofore specified by written notice. 25.2 If and when included within the term “Landlord” as used in this instrument there are more than one person, firm or corporation, all must jointly arrange among themselves for their joint execution of such notice specifying some individual at some specific address for the receipt of notices and payments to the Landlord; if and when included within the term “Tenant” as used in this instrument there are more than one person, firm or corporation, all must jointly arrange among themselves for their joint execution of such a notice specifying some individual at some specific address for the receipt of notices and payments to Tenant. All parties included within the terms “Landlord” and “Tenant,” respectively, are bound by notices and payments given in accordance with the provisions of this Article to the same effect as if each had received such notice or payment. In addition, Tenant agrees that notices to Tenant may be given by Landlord’s attorney, property manager or other agent. ARTICLE 26 AMERICANS WITH DISABILITIES ACT 26.1 Landlord represents that the Common Area was (or if not yet constructed, will be) constructed in accordance with the requirements of the Americans With Disabilities Act of 1990, as amended from time to time, and related state and municipal laws and regulations (collectively, the “ADA”) as it existed at the time Landlord constructed the Project. However, Landlord’s sole obligation and responsibility in the event such representation is not true is to cause the Common Area to comply with the requirements, as such requirements have been modified or limited. If there are any changes to the ADA which require changes to the Common Area, Landlord will , except to the extent the responsibility of Tenant pursuant to Section 26.2 below, improve the Common Area of the Project in order to comply with the ADA. All costs incurred by Landlord complying with the terms of the immediately preceding sentence may be included as Common Area expenses pursuant to and in accordance with the terms of Section 7.4 of this lease. 26.2 Tenant is responsible for compliance with the ADA in all matters regarding both the configuration of the Demised Premises (the interior as well as all public and/or employee door entrances) and Tenant’s improvement or alteration of or business operations at the Demised Premises. ARTICLE 27 REGULATIONS 27.1 Landlord and Tenant acknowledge that there are in effect federal, state, county and municipal laws, orders, rules, directives and regulations (collectively referred to hereinafter as the “Regulations”) and that additional Regulations may hereafter be enacted or go into effect, relating to or affecting the Demised Premises or the Project, and concerning the impact on the environment of construction, land use, maintenance and operation of structures, toxic or otherwise hazardous substances, and conduct of business. Subject to the express rights granted to Tenant under the terms of this lease, Tenant will not cause, or permit to be caused, any act or practice, by negligence, omission or otherwise, that would adversely affect the environment, or do anything or permit anything to be done that would violate any of the Regulations. Moreover, Tenant has no claim against Landlord by reason of any changes Landlord may make in the Project or the Demised Premises pursuant to the Regulations or any charges imposed upon Tenant, Tenant’s customers or other invitees pursuant to same. 27.2 If, by reason of any Regulations, the payment to, or collection by, Landlord of any rental or other charge (collectively referred to hereinafter as “Lease Payments”) payable by Tenant to Landlord pursuant to the provisions of this lease is in excess of the amount (the “Maximum Charge”) permitted thereof by the Regulations, then Tenant, during the period (the “Freeze Period”) when the Regulations are in force and effect will not be required to pay, nor will Landlord be permitted to collect, any sum in excess of the Maximum Charge. Upon the earlier of (i) the expiration of the Freeze Period, or (ii) the issuance of a final order or judgment of a court of competent jurisdiction declaring the Regulations to be invalid or not applicable to the provisions of this lease, Tenant, to the extent not then proscribed by law, and commencing with the first day of the month immediately following, must pay to Landlord as additional rental, in equal monthly installments during the balance of the term of this lease, a sum equal to the cumulative difference between the Maximum Charges and the Lease Payments during the Freeze Period. If any provisions of this section, or the application thereof, are to any extent declared to be invalid and unenforceable, the same will not be deemed to affect any of the other provisions of this section or of this lease, all of which will be deemed valid and enforceable to the fullest extent permitted by law. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 23 ARTICLE 28 MISCELLANEOUS 28.1 Nothing in this lease can be deemed or construed by the parties hereto, nor by any third party, as creating the relationship of principal and agent or of partnership or of joint venture between the parties hereto, it being understood and agreed that neither the method of computation of rent, nor any other provision contained herein, nor any acts of the parties hereto, will be deemed to create any relationship between the parties hereto other than the relationship of landlord and tenant. 28.2 Tenant must not for any reason withhold or reduce Tenant’s required payments of rentals and other charges provided in this lease, it being agreed that the obligations of Landlord under this lease are independent of Tenant’s obligations except as may be otherwise expressly provided herein. The immediately preceding sentence cannot be deemed to deny Tenant the ability of pursuing all rights granted it under this lease or at law; however, as contemplated in Rule 174(b) of the Texas Rules of Civil Procedure (as such may be amended from time to time), at the direction of Landlord, Tenant’s claims in this regard will be litigated in proceedings different from any litigation involving rental claims or other claims by Landlord against Tenant (i.e., each party may proceed to a separate judgment without consideration, counterclaim or offset as to the claims asserted by the other party). Tenant hereby waives and surrenders, for itself and for all persons or entities claiming by, through, and under Tenant (includi ng creditors of all kinds), any rights, privileges, and liens set out under Section 91.004 and 93.003 of the Texas Property Code (as amended), and Tenant exempts Landlord from any duty or liability thereunder. 28.3 The liability of Landlord to Tenant for any default by Landlord under the terms of this lease will be limited to the proceeds of sale on execution of the interest of Landlord in the Demised Premises; and neither Landlord nor any of Landlord’s agents, employees, representatives, officers, directors, or partners will be personally liable for any deficiency, except that Landlord will, subject to the provisions of Section 19.6 hereof, remain personally liable to account to Tenant for any security deposit under this lease. This clause cannot be deemed to limit or deny any remedies which Tenant may have in the event of default by Landlord hereunder which do not involve the personal liability of Landlord. 28.4 In all circumstances under this lease where the prior consent of one party (the “consenting party”), whether it be Landlord or Tenant, is required before the other party (the “requesting party”) is authorized to take any particular type of action, such party must not withhold such consent in a wholly unreasonable and arbitrary manner; however, the requesting party agrees that its exclusive remedy if it believes that consent has been withheld improperly (including, but not limited to, consent required f rom Landlord pursuant to Section 9.2 or Section 19.1) is to institute litigation either for a declaratory judgment or for a mandatory injunction requiring that such consent be given (with the requesting party hereby waiving any claim for damages, attorneys fees or any other remedy by reason thereof unless t he consenting party refuses to comply with a court order or judgment requiring it to grant its consent). 28.5 One or more waivers of any covenant, term or condition of this lease by either party cannot be construed as a waiver of a subsequent breach of the same covenant, term or condition. The consent or approval by either party to or of any act by the other party requiring such consent or approval cannot be deemed to waive or render unnecessary consent to or approval of any subsequent similar act. 28.6 Whenever a period of time is herein prescribed for action to be taken by Landlord, Landlord will not be liable or responsible for, and there will be excluded from the computation of any such period of time, any delays due to strikes, riots, acts of God, shortages of labor or materials, war, governmental laws, regulations or restrictions or any other causes of any kind whatsoever which are beyond the reasonable control of Landlord. 28.7 If any provision of this lease is held to be invalid or unenforceable, the validity and enforceability of the remaining provisions of this lease will not be affected thereby. 28.8 The laws of the State of Texas govern the interpretation, validity, performance and enforcement of this lease. Venue for any action under this lease will lie exclusively in Tarrant County, Texas. 28.9 The captions used herein are for convenience only and do not limit or amplify the provisions hereof. 28.10 Whenever herein the singular number is used, the same includes the plural, and words of any gender include each other gender, as the context so requires. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 24 28.11 The terms, provisions and covenants contained in this lease apply to, inure to the benefit of and bind the parties hereto and their respective heirs, successors in interest and legal representatives except as otherwise herein expressly provided. 28.12 This lease contains the entire agreement between the parties, and no rights are created in favor of either party other than as specified or expressly contemplated in this lease. No brochure, rendering information or correspondence will be deemed to be a part of this agreement unless specifically incorporated herein by reference. In addition, no agreement will be effective to change, modify or terminate this lease in whole or in part unless such is in writing and duly signed by the party against whom enforcement of such change, modification or termination is sought. 28.13 Except for the Agent and Cooperating Agent, Tenant and Landlord represent and warrant to each other that neither has had any contacts or engaged in any actions which would give rise to any claim from any broker in connection with the negotiation or execution of this lease. Tenant and Landlord hereby indemnify each other from and against any and all claims for brokers’ commissions relating to the negotiation or execution of this lease and alleged to be due because of an agreement of the indemnifying party. LANDLORD AND TENANT HEREBY ACKNOWLEDGE THAT THEY ARE NOT RELYING UPON ANY BROCHURE, RENDERING, INFORMATION, REPRESENTATION OR PROMISE OF THE OTHER, OR OF THE AGENT OR COOPERATING AGENT, EXCEPT AS MAY BE EXPRESSLY SET FORTH IN THIS LEASE. 28.14 If prior to the final thirty-six (36) months of the lease term Landlord requires the Demised Premises for use by another tenant or for other reasons connected with the Office Building planning program, then Landlord has the right, upon sixty (60) days’ prior written notice to Tenant, to relocate the Demised Premises to other space in the Office Building or Project of substantially similar size as the Demised Premises and with tenant improvements of substantially similar age, quality, and layout as the n existing in the Demised Premises. In the event of any such relocation, Landlord must pay for the cost of providing such substantially similar tenant improvements (but not any furniture or personal property), and Landlord must reimburse Tenant, within thirty (30) days after Landlord’s receipt of invoices and paid receipts, for the reasonable moving, telephone installation and stationery reprinting costs actually paid for by Tenant in connection with such relocation. If within the final thirty-six (36) months of the lease term, Landlord requires the Demised Premises for use by another tenant or for other reasons connected with the Office Building planning program, then Landlord has the right, upon sixty (60) days’ prior written notice to Tenant, to relocate the Demised Premises to other existing space in the Office Building or Project that will allow Tenant to continue the operation of its business in a reasonable fashion (but such space is not required to have tenant improvements of substantially similar age, quality, and layout). In such event, Tenant may at its option offer to extend the term of the lease so that following such relocation, the lease term will expire sixty (60) months thereafter. If Landlord accepts such offer to extend the lease term, Landlord shall relocate the Demised Premises to other space in the Project of substantially similar size as the Demised Premises and with tenant improvements of substantially similar age, quality, and layout as then existing in the Demised Premises. In the event of any such relocation, Landlord must pay for the cost of providing the applicable level of tenant improvements and must reimburse Tenant, within thirty (30) days after Landlord’s receipt of invoices and paid receipts, for the reasonable moving, telephone installation, and stationery reprinting cost actually paid for by Tenant in connection with such relocation. If Landlord relocates Tenant pursuant to this Section 28.14, the terms and conditions of this lease will remain in full force and effect and apply to the new space, except that (a) a revised Exhibit “A” and Exhibit “B” will become part of this lease and will reflect the location of the new space, (b) Section 1.1(j) of this lease will be amended to include and state all correct data as to the new space, and (c) such new space will thereafter be deemed to be the “Demised Premises”. Notwithstanding the foregoing provisions of this Section 28.14 to the contrary, if the new space contains more rentable square feet than the original Demised Premises, minimum guaranteed rental or other charges will be calculated using the rentable square feet in the original Demised Premises (or the usable square feet, as the case may be). Landlord and Tenant agree to cooperate fully in order to minimize the inconvenience of Tenant resulting from such relocation. In addition to the foregoing, Tenant hereby acknowledges and agrees that Landlord may, in its sole discretion and at any time during the Lease Term, enter into an underlying lease for some or all of the Office Building pursuant to which the tenant thereunder (the “Managing Tenant”) would manage and/or operate such leased portion of the Office Building (a “Management Master Lease”). In such event Tenant shall, at the request of Landlord or Landlord’s successor in interest, attorn to and recognize the Managi ng Tenant, as Landlord under this Lease for the balance then remaining Lease Term, and thereafter this Lease shall continue as a direct lease between such Managing Tenant, as “Landlord,” and Tenant, as “Tenant”. Tenant shall, upon request by Landlord or the Managing Tenant, execute and deliver an instrument or instruments confirming the foregoing provisions of this Section. Alternatively, if Landlord so enters into a Management 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 25 Master Lease, Landlord may at its option, terminate this Lease upon not less than five (5) days written notice to Tenant, and in such Tenant hereby agrees to enter into a new direct sublease with the Managing Tenant for the then balance of the Lease Term, upon the same terms, covenants and conditions as therein, so as to establish direct privity of contract between Managing Tenant and Tenant. Landlord shall further have the right to terminate this Lease if Landlord and/or Managing Tenant proposes or is required, for any reason, to remodel, remove, or demolish the Office Building or any portion thereof. Such cancellation shall be exercised by Landlord by the service of not less than thirty (30) days' written notice of such termination. Such notice shall set forth the date upon which the termination will be effective. No money or other consideration shall be payable by Landlord to Tenant for Landlord's exercise of the rights set forth in this Section 28.14, and the rights are hereby reserved to Landlord and all purchasers, successors, assigns, transferees, and ground tenants of Landlord, as the case may be, and is in addition to all other rights of Landlord. Tenant has read the foregoing and understands that Landlord has a right to terminate this Lease as provided above. 28.15 If Tenant is a corporation or a partnership (general or limited), each person(s) signing this lease as an officer or partner of Tenant represents to Landlord that such person(s) is authorized to execute this lease without the necessity of obtaining any other signature of any other officer or partner, that the execution of this lease has been authorized by the board of directors of the corporation or by the partners of the partnership, as the case may be, and that this lease is fully binding on Tenant. Landlord reserves the right to request evidence of the approval of this lease and authorization of Tenant’s signatories to bind Tenant, which evidence shall be satisfactory in form and content to Landlord and Landlord’s counsel. Tenant hereby represents to Landlord that Tenant is duly incorporated if Tenant is a corporation or duly formed if Tenant is a partnership, and in good standing in the State of Texas, and that Tenant is not a subsidiary of any other entity. 28.16 The submission of this lease for examination does not constitute a reservation of or option for the Demised Premises and shall vest no right in either party hereto. This lease shall become effective only after the full execution and delivery hereof by all of the parties hereto and upon the approval by the holder of any mortgage encumbering the Project. 28.17 This lease has been entered into by the undersigned parties after arms-length negotiation, with each party hereto hereby acknowledging that it and its counsel, if it so chooses, have had an opportunity to review this lease, and therefore, the parties agree that this lease shall not be construed against Landlord on the ground that Landlord’s representatives prepared this lease. 28.18 This lease may be executed in several counterparts, each of which will be deemed an original, and all of which will constitute but one and the same instrument. Furthermore, any counterpart that is signed and returned by facsimile or electronic transmission shall be deemed properly signed and delivered. 28.19 Tenant shall not record this lease nor any memorandum or short form hereof, nor shall Tenant permit or cause same to be recorded, without Landlord’s prior written consent. Any attempted recordation of this lease or of a memorandum or short form hereof by Tenant without having first obtained Landlord’s written approval -- which approval may be granted or denied in Landlord’s sole discretion -- shall, at Landlord’s option, constitute an event of default by Tenant and, at Landlord’s option, may void this lease and Tenant’s rights hereunder. 28.20 This lease is for the sole benefit of Landlord and Tenant, and, other than any ground lessor under any ground lease and/or any holder of any mortgage, deed of trust or other lien encumbering the Project (or any part thereof), no third party shall be deemed a third party beneficiary hereof. 28.21 Tenant’s obligations under this lease (including, without limitation, each indemnity agreement and hold harmless agreement of Tenant contained herein) shall survive the expiration or earlier termination of this Lease. 28.22 IT IS AGREED BY AND BETWEEN LANDLORD AND TENANT THAT THE RESPECTIVE PARTIES HERETO SHALL, AND THEY HEREBY DO, WAIVE TRIAL BY JURY IN ANY ACTION, PROCEEDING, OR COUNTERCLAIM BROUGHT BY EITHER OF THE PARTIES HERETO AGAINST THE OTHER ON ANY MATTERS ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS LEASE, THE RELATIONSHIP OF LANDLORD AND TENANT, AND/OR TENANT’S USE OR OCCUPANCY OF THE DEMISED PREMISES. 28.23 Landlord acknowledges that Tenant is a political subdivision of the State of Texas, and in leasing the Demised Premises, Tenant is engaging in a governmental function. Notwithstanding any other 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 26 term of this agreement, Tenant is not and has not waived any governmental immunities that Tenant is or would be entitled to assert. 28.24 This lease consists of twenty-eight articles and Exhibits “A” through “K”. All exhibits, attachments and addenda referred to herein shall be considered a part hereof for all purposes with the same force and effect as if copied at verbatim herein. The exhibits and/or addenda attached hereto are listed as follows: Exhibit “A” Site Plan of the Project Exhibit “B” Demised Premises Exhibit “C” Construction: Building Office Shell Exhibit “D” Prohibited and Restricted Uses Exhibit “E” Relinquishment of Lien Rights Exhibit “F” Sign Criteria Exhibit “G” Tenant Estoppel Certificate Exhibit “H” Intentionally Omitted Exhibit “I” Intentionally Omitted Exhibit “J” Communications Antenna Exhibit “K” Rules and Regulations [Signature page follows] 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) 27 EXECUTED as of the date first set forth above. LANDLORD: KRG TOWN SQUARE VENTURES, LLC, A Delaware limited liability company By: Name: __________________________ Title: __________________________ TENANT: The City of Southlake, Texas, a municipal corporation By: Name: Title: Taxpayer I.D. No.: 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) A-1 EXHIBIT “A” SITE PLAN OF THE PROJECT THIS SITE PLAN IS PRESENTED SOLELY FOR THE PURPOSE OF IDENTIFYING THE APPROXIMATE LOCATION AND SIZE OF THE DEMISED PREMISES. BUILDING SIZES, SITE DIMENSIONS, ACCESS AND PARKING AREAS, EXISTING TENANT LOCATIONS AND IDENTITIES ARE SUBJECT TO CHANGE AT THE LANDLORD’S DISCRETION, EXCEPT AS OTHERWISE EXPRESSLY RESTRICTED IN THE TEXT OF THE LEASE. THE PROJECT INCLUDES LAND THAT IS OWNED (OR WILL BE OWNED) BY LANDLORD AND ITS AFFILIATES, BUT THE PROJECT WILL BE OPERATED AS A UNIFIED WHOLE. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) A-2 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) B-1 EXHIBIT “B” DEMISED PREMISES THIS PLAN IS PRESENTED SOLELY FOR THE PURPOSE OF IDENTIFYING THE APPROXIMATE LOCATION AND SIZE OF THE DEMISED PREMISES. BUILDING SIZES, SITE DIMENSIONS, ACCESS AND PARKING AREAS, EXISTING TENANT LOCATIONS AND IDENTITIES ARE SUBJECT TO CHANGE AT THE LANDLORD’S DISCRETION, EXCEPT AS OTHERWISE EXPRESSLY RESTRICTED IN THE TEXT OF THE LEASE. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) B-2 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) C-1 EXHIBIT “C” CONSTRUCTION: TENANT ACCEPTANCE OF SPACE “AS-IS” ARTICLE 1 GENERAL A. Tenant hereby accepts the Demised Premises “As-Is” and agrees same is “ready for occupancy”. Landlord has made no representations or warranties as to the condition of the Demised Premises. B. If, for any reason the Demised Premises are not ready for occupancy by the estimated date specified in Section 1.1(k) above, Landlord cannot be deemed to be in default or otherwise liable in damages to Tenant, nor shall the term of this lease be affected. C. By occupying the Demised Premises, Tenant will be deemed to have accepted the same and to have acknowledged that the same fully comply with Landlord’s covenants and obligations under this lease. Occupancy of the Demised Premises by Tenant prior to the Commencement Date is subject to all of the terms and provisions of this lease, excepting only those requiring the payment of rent. ARTICLE II PRE-CONSTRUCTION OBLIGATIONS A. All plans, diagrams, schedules, specifications and other data relating to work to be performed by Tenant (“Tenant’s Work”) must be furnished by Tenant to Landlord complete, sufficient to obtain a building permit, and ready for Landlord’s consideration and final approval within thirty (30) days after execution of this lease. Without limiting the generality of the immediately preceding sentence, Tenant’s submissions must include a floor plan, a reflected ceiling plan, a plumbing, electrical and HVAC plan, elevations of walls and a fixture plan. All drawings must be at a scale of either 1/8” or 1/4”. Tenant must reimburse Landlord for any loss or extra cost which may result to Landlord by reason of failure on the part of Tenant to submit any such plans, diagrams, schedules, specifications and/or other data within such time period. B. Tenant shall secure Landlord’s written approval of all designs, plans, specifications, materials, contractors and contracts for work to be performed by Tenant , including design fabrication and installation of signage, before beginning the work (including following whatever “work letter” instructions, if any, which Landlord may deliver to Tenant in connection with the work), and shall promptly apply for all necessary licenses and permits to be used in performing the work and thereafter diligently pursue receipt of and secure same. Tenant shall provide Landlord with copies of any such applications within five (5) days of Tenant’s submittal and shall provide Landlord with copies of any such licenses, certificates and permits within five (5) days of receipt. Tenant’s finished work shall be subject to Landlord’s approval and acceptance. Except with respect to signage, where Landlord’s approval is required hereunder, Landlord agrees to either approve or reject same within five (5) business days of Landlord’s receipt of all the required documentation and if not approved or rejected within said five (5) day period, Landlord’s approval shall be deemed given. C. Should Tenant request and Landlord approve any variation in the interior finishing of the Demised Premises, the variation must be incorporated in the plans to be furnished by Tenant and approved by Landlord. D. The insurance requirements under Article 15 of the lease and the indemnity requirements under Article 16 of the lease shall apply during the construction contemplated in this exhibit, and Tenant must provide evidence of appropriate insurance coverage prior to beginning any of Tenant’s Work. In addition, and without limiting the generality of the immediately preceding sentence, at Landlord’s option, Landlord may require that prior to beginning any of Tenant’s Work, Tenant must provide Landlord with evidence of insurance covering both Tenant and Tenant’s contractor against damage to their personal property, as well as against third-party liability and worker’s compensation claims arising out of all construction and associated activities, as stated below: 1. Worker’s Compensation at statutory limits, as required by the state where work is being performed and Employer’s Liability with limits no less than One Million Dollars ($1,000,000.00) for each accident or occupational disease. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) C-2 2. Commercial General Liability, including Premises Operations, Products, and Completed Operations Liability, Independent Contractors Liability, Contractual Liability and Broad Form Property Damage Liability with limits no less than: Bodily Injury and Two Million Dollars ($2,000,000.00) Property Damage each occurrence/aggregate Personal Injury Liability Two Million Dollars ($2,000,000.00) each occurrence/aggregate Such liability insurance shall provide coverage for explosion, collapse, and underground exposures, if applicable, and contractual liability coverage, shall insure Tenant’s contractors and any subcontractors against any and all claims for personal injury, including death resulting therefrom, and damage to property of others arising from operations under contracts whether such operations are performed by Tenant’s contractors or by any subcontractor for whose acts any of them may be liable and shall include the condition that it is primary and that any liability insurance maintained by Landlord or any other additional insured is excess and noncontributory. 3. Comprehensive Automobile Liability Insurance, including the ownership, maintenance, and operation of any automobile equipment owned, hired, and non-owned, including the loading and unloading thereof in the following minimum amounts: Bodily Injury and Two Million Dollars ($2,000,000.00) Property Damage Liability each accident 4. Umbrella Liability Insurance covering all operations of contractor with limits no less than: Bodily Injury and Two Million Dollars ($2,000,000.00) Property Damage Liability each occurrence/aggregate 5. Builder’s Risk Completed Value Form covering All Risks of Physical Loss or Damage on Tenant’s Work in the Demised Premises as it relates to the building in which the Demised Premises are located, naming Landlord and its agents and employees and Tenant’s contractors as additional insureds, as their respective interests may appear. All policies of insurance are subject to Landlord’s prior approval and special conditions, including the following: a. Each policy must be endorsed to provide that the carrier waives its right of subrogation against Kite Realty Group, L.P., and KRG Town Square Ventures, LLC. b. Each policy shall be endorsed to name Kite Realty Group, L.P., and KRG Town Square Ventures, LLC as additional insureds, and to ensure that the policy is primary over any other applicable insurance. ARTICLE III RESERVED ARTICLE IV DESCRIPTION OF TENANT’S WORK A. Utilities: All meters or other measuring devices which monitor utilities exclusively provided to the Demised Premises shall be provided by Tenant (it being agreed that Landlord will provide all meters monitoring common area and multiple-tenant usage). All service deposits for utilities and meters for which Tenant is responsible shall be made by Tenant at Tenant’s expense. B. Interior Work: 1. The work to be done by Tenant shall include, but shall not be limited to, the purchase and installation (in a good and workmanlike manner by licensed contractors) of the following at the Demised Premises: a. Electrical fixtures. NOTE – Offices fronting Main, Grand and State Streets are required to install can lighting at additional cost to the Tenant. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) C-3 b. Interior partitions, including finishing, electrical wiring, and connections within the Demised Premises. c. Special hung or furred ceilings. d. Interior painting. e. Tenant fixtures and furnishings. f. Plumbing fixtures within the Demised Premises. g. Insulation (except as provided herein). h. Floor covering and base. i. Side wall demising partition finish-out including metal studs, gypsum board, tape and bed. j. Modifications to ceiling grid-in-place and installation of ceiling tile. k. Mechanical systems, including ductwork, diffusion and controls. l. Low voltage power grids and lighting power grids. m. Millwork within the Demised Premises. n. Modifications to the shell building fire protection system to fit Tenant space. o. Special ventilation requirements. p. Permits for construction. q. Architectural design fees. r. Suite Signage. s. TAS review fees. t. Dedicated phone boards and electrical outlets (if required). u. Window blinds (required upgrade). C. All work undertaken by Tenant shall be at Tenant’s expense and shall not damage the building or any part thereof. Any roof penetration shall be performed by Landlord’s roofer or, at Landlord’s option, by a bonded roofer approved in advance by Landlord. The work shall be begun only after Landlord has given consent, which consent shall in part be conditioned upon Tenant’s plans, to include materials acceptable to Landlord, in order to prevent injury to the roof and to spread the weight of any equipment being installed. Tenant shall also be responsible for obtaining, and paying for, professional inspections of any structural work (including, without limitation, any roof work or concrete work). D. Landlord will receive a copy of Tenant’s building permit within five (5) days after said permit is issued to Tenant, and before construction begins in the Demised Premises. Landlord will receive a $2,500 security deposit if Tenant chooses another contractor to complete their work. This money will be used, at the Landlord’s discretion, to clean-up or repair behind Tenant’s contractor. Landlord will initiate clean-up or repair requests to Tenant’s contractor. Tenant contractor has 24 hours to respond or Landlord will perform requested services with the deposited funds. Should the deposit amount prove insufficient for clean-up or repairs, Tenant will be responsible for overages. Should funds from the deposit remain upon completion, they will be refunded to Tenant. E. All work to be performed outside the physical boundaries of the Demised Premises (i.e., plumbing tie-in, electrical tie-in in other tenant spaces due to specific tenant design requirements) shall be awarded to Landlord’s contractor. Any cost associated with security or monitoring of other spaces as a result of Tenant’s construction, is the responsibility of the Tenant. F. If Tenant selects Landlord’s contractor to perform construction, a construction management fee will be charged to reimburse Landlord for the cost of its coordination and supervision of Tenant’s Work. There will be a minimum fee of $3,000 for this service. Tenant is responsible for all reimbursable Architectural and Consultant expenses associated with the design of the Demised Premises. G. At Landlord’s option, the following will be furnished to the Landlord before the Tenant will be allowed to take possession of the Demised Premises: · Contractors Affidavit of Payment of Debts and Claims (with an attachment list of subcontractors) (AIA Document G706). · Contractors Affidavit of Release of Liens (AIA Document G706A), together with final lien waivers from the contractor and all subcontractors. · A Certificate of Occupancy from the inspecting governmental authority. · Copies of warranties on Tenant installed equipment as well as operations manuals. H. Intentionally Omitted INITIALED: 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) C-4 LANDLORD: TENANT: 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) D-1 EXHIBIT “D” PROHIBITED AND RESTRICTED USES Tenant shall not use the Project in whole or in part for the following uses: 1. any use which constitutes a public or private nuisance; 2. any use causing loud noises or noxious or offensive smoke or odors (including any business using exterior loud speakers); 3. manufacturing facility; 4. dry cleaner (except facilities for drop off and pick up of clothing cleaned at another location); 5. any facility for the sale, lease, or rental of automobiles, trucks, motorcycles, recreational vehicles, boats or other vehicles; 6. automobile repair shop or service station or any facility storing or selling gasoline or diesel fuel in or from tanks; 7. used clothing or thrift store or liquidation outlet; 8. massage parlor; 9. adult book shop or adult movie house or so-called “head” shop; 10. off-track betting, gambling, or gaming facility; 11. currency exchange, check cashing or payday loan facility; 12. mortuary or funeral parlor; 13. motor inn or any transient residential use; 14. coin operated laundry; 15. cocktail lounge, night club, bar or tavern or sale of alcoholic beverages, whether or not packaged; 16. cinema or theater; 17. place of recreation (including but not limited to bowling alley, skating rink, carnival game arcade, gymnasium, disco, or banquet hall); 18. church; 19. fast food drive-throughs; 20. children’s recreational, education, or day-care facility; 21. telemarketing; 22. schools of any nature (as used herein, “school” includes, but is not limited to, a beauty school, barber college, reading room, place of instruction or any other operation serving primarily students or trainees rather than retail customers); 23. any type of medical, dental, or other health professional office 24. flea market 25. facility for the sale of paraphernalia for use in connection with illicit drugs 26. car wash 27. carnival, amusement park or circus 28. auction, fire or going-out-of-business sale 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) D-2 29. any use which includes (as a regular or incidental part thereof) the operation of motor vehicles at speeds which may exceed the posted speed limit, even if such operation of motor vehicles at speeds above the posted speed limit is allowable by law 30. jail, penitentiary, correctional facility, penal facility, detention or holding facility or similar facility 31. any other use inconsistent with the operation of an upscale, high-end, high quality retail and professional office development; and 32. any unlawful use. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) E-1 EXHIBIT “E” RELINQUISHMENT OF LIEN RIGHTS THE STATE OF TEXAS § § COUNTY OF § The undersigned, by written agreement dated , 2023, (the “Agreement”), has contracted with (“Tenant”) to furnish certain labor and materials (the “Work”) on the Tenant’s leasehold estate in certain improvements located on the real property described on Exhibit A hereto (the “Property”), which is owned by KRG Town Square Ventures, LLC (“Owner”). The undersigned, in performing such Work, acknowledges that it has entered into a contract with Tenant for the performance thereof and that any lien rights it may have arising out of performing such work, including, but not limited to, mechanics’ and materialmens’ liens, whether arising under statutory or constitutional law, shall attach to and affect only the Tenant’s leasehold estate, and in no event shall the undersigned have any such lien rights in, to or with respect to, the fee title to the Property. This Relinquishment of Lien Rights is entered into for good and valuable consideration, including the Owner’s agreement to provide certain inducements to the Tenant with respect to performance of the Work. Executed as of , 2023. By: Name: Title: THE STATE OF TEXAS § § COUNTY OF § This instrument was acknowledged before me on the day of , 2023, by of , a , on behalf of said . Notary Public, State of Texas 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) F-1 EXHIBIT “F” SIGN CRITERIA Signs will be designed to promote the downtown atmosphere, establish identities of tenants, and give clear, functional information. All signage will be subject to Landlord’s prior written consent, including graphic design, materials, construction and method of installation. I. DEFINITIONS Awning: A covering attached to a building or structure, erected in or over a window or door, and usually supported by gravity and a metal frame. Projection: The distance by which a sign extends over public property or beyond the building line. Sign, Awning: “Awning Sign” means a sign consisting of one line of letters painted, placed or installed upon the valance of any awning or canopy and an identification emblem, insignia, initial or other similar feature painted, placed or installed elsewhere on any awning or canopy; provided, that any sign, emblem, insignia, initial or other similar feature shall comply with all other appropriate provisions of this title. Where steel canopies are used, the Awning Sign may consist of individually cut out metal letters placed on the top of the canopy’s outside edge parallel to the face of the building. Sign, Blade: Any sign, oriented perpendicular to the face of the building, identifying the name of the business, affixed to or supported by a building or structure, which projects more than twelve inches (12”) beyond the surface of that portion of the building or structure to which it is affixed or supported. Sign, Building Blade: A primary Blade Sign permitted either: (a) in lieu of a Fascia Sign; and/or (b) at a building corner. Sign, Building Identification: Any sign stating the use and name given to the use of a building, structure or area, when such use is permitted in the zone in which the sign is located. Sign, Fascia: A sign affixed directly to the exterior wall or screening surface, confined within the limits thereof, and which projects from the surface less than twelve inches (12”) at all points, and located either: (a) above the first floor storefront, and below the second level windows; or (b) where permitted, above the upper story windows and below the next level windows or building parapet, as applicable. Fascia Signs are displayed parallel to the face of the building, and identify the name of the business. Sign, Pedestrian Blade: A secondary Blade Sign which indicates use or business name and/or logo, located at least seven feet (7’) above ground. II. ADMINISTRATION A. Submittals. Landlord’s approval will be required for all signs to assure compatibility with the architecture and to verify compliance with these guidelines. There will be three (3) sequential signage submittals to and/or reviews by Landlord: 1. The concept submittal sketch should indicate the size, shape, color, illumination, material palette, and type face. Sign(s) should be shown superimposed in scale on the building elevation. 2. The shop drawing submittal should indicate structural attachments, construction details, materials, power requirements, illumination levels, dimensions, etc. Each submittal should also include an updated elevation drawing with the sign shown in scale. 3. Final review by Landlord of the installation must occur prior to Tenant’s final payment to the sign contractor. B. Permits. The City of Southlake will require a sign permit. Tenant is responsible for the sign permit(s), including, without limitation, promptly apply for said permit and thereafter diligently pursuing receipt of same. Tenant shall provide Landlord with copies of any such applications within five (5) days of Tenant’s submittal and shall provide Landlord with a copy of any such permit within five (5) days of receipt. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) F-2 C. Costs. All costs associated with the signs and awnings, including design, construction, permitting, installation, coordination, and supporting structural and electrical infrastructure will be borne by Tenant. This also includes removal of the signs and awnings upon the expiration or termination of the lease. D. Limitations. Signs are limited to the name under which Tenant does business, not including logos or associated names or trademarks. Use of logos as a decorative element will be reviewed on an individual basis and, if approved, will be limited to Tenant’s business logo and will not extend to products or services offered by Tenant. E. Compliance. Tenant is responsible for strict compliance with these guidelines. Landlord retains the right but not the obligation to notify Tenants of infractions to the guidelines, and may take any action it deems necessary to bring Tenant into compliance. III. SIGN REGULATIONS A. Number of Signs- The following number of signs shall be permitted. 1. First Floor – There shall be permitted up to a combination of two (2) of the following three (3) types of signs per use. On each storefront wall which faces a street, drive, or parking area: (a) one (1) Fascia Sign or one (1) Building Blade Sign; and (b) one (1) Pedestrian Blade Sign, with all such signs subject to the area requirements. A Building Blade Sign shall be permitted at a building corner in addition to permitted Fascia Signs, provided such sign is erected at a 135° angle to the building corner. 2. Above the First Floor - For lease space above the first floor, one (1) Window Sign or (1) Awning Sign at every other window shall be permitted. In addition, one (1) Fascia Sign may be permitted on facades of fifty feet (50’) or more in length. B. Maximum Letter/Logo Height Lettering. Except as otherwise provided, lettering size shall be determined by the maximum sign area allowed. Lettering on the following types of Signs shall not exceed the maximum size indicated: Building Blade Sign - twelve inches (12”) Pedestrian Blade Sign - eight inches (8”) First Floor Window/Awning Sign - twelve inches (12”) Upper Story Fascia Sign - ten inches (10”) Upper Story Window/Awning Sign - four inches (4”) C. Maximum Area The total area of all signs displayed on a storefront wall which faces a street, drive or parking area shall not exceed one (1) square foot for each foot of storefront width facing the street, drive or parking area. Size of the following types of Signs shall not exceed the maximum area indicated: Fascia Sign - thirty (30) sq.ft. Building Blade Sign - twelve (12) sq.ft. Pedestrian Blade Sign - four (4) sq.ft. Notwithstanding the foregoing, on any frontage where public access and a storefront are not provided, allowable signage on such frontage shall be limited to not more than seventy-five percent (75%) of the area of the principal signage permitted where public access and a storefront are provided. The area of all faces of a Blade Sign shall be included in determining the area of the sign, except where two (2) such faces are placed back to back and are at no point more than two (2) feet from one another, in which case the area of the Blade Sign shall be taken as the area of a single face if the two (2) faces are of equal area, or as the area of the larger face if the two (2) faces are of unequal area. For multi-story buildings, the Maximum Area shall be permitted only for signs displayed between the sidewalk and a height of twenty feet (20’) on any storefront wall. The total area of all signs displayed above the twenty foot (20’) height limit shall be: (a) for permitted Fascia Signs, one-half (0.5) square foot for every one foot (1’) of width of building or lease space; and (b) for Window Signs and Awning Signs, limited to signage which does not obscure more than twenty-five percent (25%) of the total window area. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) F-3 D. Illumination Examples of permitted first floor signs include: · Exterior illuminated (by externally mounted spot lighting) · Silhouette Lighting (e.g., neon illumination behind a solid, opaque letter) · Up lighting (e.g., projecting fixtures attached to the building under the letters) · Sign box panel with push through letters, internally illuminated. · Exposed neon lighting Neon signs will be reviewed on an individual basis. If the neon contributes decoratively to the environment and does not create a presence which diminishes attention to its neighbors, approval will be considered. Illumination of signs shall be designed, located, shielded and directed in such a manner that the light source is fixed and is not directly visible from, and does not cast glare or direct light from artificial illumination upon, any adjacent public right-of-way, surrounding property, residential property or motorist’s vision. Attached signs may not be illuminated by internally illuminated, face lit channel cut letters. Awnings, Awning Signs, Window Signs and Signs above the first floor shall not be permitted to be illuminated. E. Signs over/on ROW – Blade Signs shall not be higher than the eave line or parapet wall of the top of the principal building; shall be a minimum of seven feet (7’) above grade when located adjacent to or projecting over a pedestrian way; and shall not extend more than four feet (4’) from the building wall to which they are attached, except where such sign is an integral part of an approved canopy or awning. F. Awnings. Awnings may be permitted on a case-by-case basis and will be subject to Landlord review and approval. 1. Awning materials can be fabric or painted metal. Material samples must be submitted with design. The design, color and material must be approved in writing by Landlord prior to fabrication. 2. Awnings must extend not less than three feet (3’) and not more than three feet six inches (3’6”) from the building face. The bottom of the structure must be at least seven feet (7’) above the sidewalk. Each awning must be equal in length to the window behind it. All awnings on any facade must be at the same height, although adjacent facades may vary in height. 3. Signage on the awnings is limited to the vertical front edge of the awning in text and/or graphics and in color approved by Landlord. Logos will be permitted as approved by Landlord on the top surface only in the event that they are used decoratively and are limited to Tenant’s logo. No signage is permitted on the underside of the awning. 4. Awnings with closed, illuminated soffits are not permitted. 5. Awning and support framing will be installed by Tenant subject to Landlord’s prior written approval as to method of installation. G. Service Door Signs. Non-customer doors receiving merchandise will have uniformly applied signs designed and installed by Landlord at Tenant’s expense. Tenant will supply Tenant’s name and address to Landlord for sign fabrication and installation. H. Temporary Signs. 1. Window Signs - Window signs are permitted during construction of tenant improvements to obscure up to one hundred percent (100%) of the total window area, provided that no such sign may be displayed for a period longer than 120 days. 2. Construction Barricades - Signage on a construction barricade shall be permitted along each building or lease space frontage for sites under construction, provided that: · No such barricade shall be located within twenty-five feet (25’) of a public right- of-way; and 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) F-4 · Such signs may be erected and maintained only for a period beginning not earlier than five (5) days prior to commencement of construction and shall be removed upon termination of construction, with the total of such period not to exceed 120 days. 3. Any temporary signs such as “Opening Soon” or “Sale” signs must be approved by Landlord in writing in advance. I. Unacceptable Signage. 1. Prohibitions include the following: a. Internally illuminated, face lit channel cut letters. b. Internally illuminated boxes. c. Flashing, rotating, blinking, or other moving signs. d. Reader boards, matrix boards, or other light grids which can produce a changeable image. e. Signs producing odors or sound. 2. Non-conforming signs will be reviewed on an individual basis by Landlord and the City of Southlake. Any signs which are not covered under these guidelines are not permitted unless specifically approved in writing, in advance, by Landlord. However, approval by Landlord does not guarantee approval by the City of Southlake. J. Non-Conforming Signs In recognition of the uniqueness of the downtown environment, individuality of signage is encouraged. Certain signs, while not technically meeting the requirements set forth herein, will nonetheless be considered for approval on a case-by-case basis. Such signage may be approved if it: · Harmonizes with the structure or structures on the parcel on which it is to be applied; · Is compatible with the other signs or graphic designs on the premises; · Is suitable and appropriate to the Town Square; · Contributes to any special characteristics of the particular area in which it is to be located; · Is well designed and pleasing in appearance; · Is desirable as an urban “downtown” design characteristic; · Does not constitute a nuisance to the occupants of adjacent or contiguous property; · Is not detrimental to property values; and · Does not constitute a traffic and safety hazard because it is distracting, or is not considered obscene, lewd, indecent or otherwise offensive to public morals. Approval of any such signage shall be subject to any conditions which in Landlord’s judgment are necessary to carry out the purposes and intent of the review standards. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) G-1 EXHIBIT “G” TENANT ESTOPPEL CERTIFICATE To: (“Lender”) Re: Property Address: ___________________________________________________ (“Property”) Lease Date: ___________________________________________________________________ Between _______________________________________________________ (“Landlord”) and ____________________________________________________________________ (“Tenant”) Square Footage Leased: __________________________________________________________ Suite No./Floor: ______________________________________________________ (“Premises”) Tenant understands that Lender is contemplating making a loan (the “Loan”) to Landlord. The undersigned, as the tenant under the above-referenced lease (“Lease”) hereby certifies to Lender, the following: 1. The Lease is in full force and effect and has not been modified, supplemented, or amended in any way except by amendment(s) dated , [Please insert the phrase “N/A” if the Lease has not been amended] and, together with such referenced amendments (if any), represents the entire agreement between the parties as to the Premises or any portion thereof. As used in this estoppel, the term Lease shall be deemed to include any amendments referenced in the first sentence of this Paragraph 1. Attached hereto is a true, correct and complete copy of the Lease. [Attach Lease, including all amendments] 2. The amount of fixed monthly rent is $ ; the monthly common area or other charges are $ . If applicable, the base year for operating expenses and real estate taxes, as defined in the Lease, is . No such rent has been or will be paid more than one (1) month in advance of its due date, except: . 3. The undersigned’s security deposit is $ . The undersigned has paid rent for the Premises up to and including , 20__. The undersigned hereby waives collection of the deposit against Lender or any purchaser at a foreclosure sale, unless Lender or such purchaser actually received the deposit from Landlord. 4. Lender will not be bound by any material modification or amendment to the Lease made without Lender’s prior written consent, which consent shall be Landlord’s responsibility to obtain. 5. The commencement date of the Lease was , 20__, the Lease terminates on , and we have the following renewal/extension option(s) . 6. All work to be performed for us under the Lease has been performed as required and has been accepted by us; and any payments, free rent, or other payments, credits, allowances or abatements required to be given by Landlord to us have already been received by us, except . 7. The Lease is free from default by Landlord; we have no offset, defense, deduction or claim against Landlord. 8. The undersigned has received no notice of any prior sale, assignment, pledge or other transfer of the said Lease or of the rents received therein, except . 9. The undersigned has not assigned said Lease or sublet all or any portion of the Premises, the undersigned does not hold the Premises under assignment or sublease, nor does anyone except us and our employees occupy the Premises except . 10. The undersigned has no right or option to purchase all or any part of the Premises or the building of which the Premises is a part or to occupy any additional space at the Property. 11. No actions, whether voluntary or otherwise, are pending against the undersigned under the bankruptcy laws of the United States or any state and there are no claims or actions pending against the undersigned which if decided against us would materially and adversely affect our financial condition or our ability to perform the tenant’s obligations under the Lease. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) G-2 12. Tenant acknowledges that Landlord has assigned to Lender its right, title and interest in the Lease and to the rents due thereunder, and that Landlord will collect such rents provided no event of default has occurred under the Loan. Tenant agrees to pay all rents and other amounts due under the Lease directly to Lender upon receipt of written demand by Lender, and Landlord hereby consents thereto. The assignment of the Lease to Lender, or collection of rents by Lender pursuant to such assignment, shall not obligate Lender to perform Landlord’s obligations under the Lease. 13. If the undersigned is not the party named in the Lease, describe below the chain of assignments into the undersigned and attach a copy of each assignment document hereto: . 14. The undersigned recognizes that Lender would not make the Loan to Landlord but for its execution of this Tenant Estoppel Certificate. The statements contained herein may be relied upon by the Lender its successors and assigns and by third (3rd) parties who are interested in the matters covered by this Tenant Estoppel Certificate. 15. In the event that Lender succeeds to the interest of Landlord or any successor to Landlord, then Tenant hereby agrees to attorn to and accept Lender and to recognize Lender as its landlord under the Lease for the then remaining balance of the term thereof, and upon request of Lender, Tenant shall execute and deliver to Lender an agreement of attornment reasonably satisfactory to Lender. If we are a corporation, the undersigned is a duly appointed officer of the corporation signing this certificate and is the incumbent in the office indicated under his name. In any event, the undersigned is duly authorized to execute this certificate. Dated this day of , 20__. TENANT: a(n) By: Name: Title: ATTACH LEASE, including all amendments 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) H-1 EXHIBIT “H” Intentionally Omitted 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) I-1 EXHIBIT “I” Intentionally Omitted 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) J-1 EXHIBIT “J” COMMUNICATION ANTENNA 1. License to Use Antenna Site. Throughout the term, Landlord grants to Tenant a nonexclusive license to install, maintain, and operate a communication satellite dish and associated cabling (collectively, “Antenna”) on a portion of the roof of the building designated by Landlord as the “Antenna Site”. Tenant may use the Antenna Site only for the purpose of providing communications services for Tenant’s business activities in the building – Tenant may not provide communications services from the Antenna Site for any third party. Landlord shall provide reasonable access to the Antenna Site to Tenant and Tenant’s contractors, subject to Landlord’s rules and regulations regarding controlled access to the roof. Tenant’s access to the Antenna must be coordinated through Landlord and Landlord’s representative may accompany Tenant or any of Tenant’s contractors during such access. Landlord makes no representation to Tenant regarding the suitability of the Antenna Site for Tenant’s Antenna – Landlord is not responsible for any electrical output, electromagnetic output, radio frequency, or other interference with the Antenna. Furthermore, Tenant covenants that its Antenna may not interfere with any other communication equipment on the roof of the building or with Landlord’s building systems. 2. Installation. Tenant shall install the Antenna on the Antenna Site in accordance with plans, specifications and technical standards approved in advance by Landlord. These plans and specifications must indicate the size of the Antenna, the means of attaching the Antenna to the roof of the building, and the methods for screening the Antenna so that it is not visible to the public from the Common Areas or public streets. Tenant and Tenant’s contractors performing the installation of the Antenna must comply with the terms and conditions of Article XI (Alterations) and Exhibit “C” to the Lease. Any penetrations of the building roof must be performed by a contractor designated by Landlord so as to maintain the building roof warranties. Landlord may elect to perform any of such work which affects building systems with its own personnel or contractors, and Tenant shall promptly reimburse Landlord therefor, as additional rent. 3. Governmental Compliance. Tenant is solely responsible for securing, at Tenant’s expense, all necessary approvals from state, federal and other governmental authorities to construct, operate and maintain the Antenna, but Landlord shall reasonably cooperate with Tenant to obtain these approvals. Tenant shall construct and maintain the Antenna in accordance with the requirements of the insurers of the building and with reasonable rules, regulations and technical standards of Landlord relating to use of th e building roof as Landlord may establish from time to time. Tenant shall give to Landlord written notice of any notices received by Tenant from third parties stating that the Antenna is or may be in violation of any law, ordinance or regulation. 4. License Fee. In consideration of this license granted by Landlord, Tenant shall pay Landlord, without demand, offset or counterclaim, a monthly fee of $100.00 commencing upon the installation of the Antenna and continuing until Tenant’s removal of all of its equipment from the Antenna Site. Landlord may increase this monthly fee for any renewal of the initial term. Additionally, Tenant shall pay for all electricity consumed by such Antenna and the cost of any separate meters to determine such consumption. 5. Maintenance and Removal of Antenna. Tenant shall maintain Antenna in good working order and repair and shall keep the area immediately surrounding the Antenna neat and clean. Tenant may not erect or display any sign, advertisement, placard or lettering on such Antenna. Tenant’s use and maintenance of the Antenna may not create any nuisance or interfere with any other licensee or tenant of the Building. Landlord has no obligation to maintain, operate or safeguard the Antenna. Upon the expiration or termination of the lease or at any time that Tenant is no longer using the Antenna, Tenant must remove the Antenna at Tenant’s sole cost and expense and must promptly repair, at its own expense, any damage to the building resulting from this removal. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) K-1 EXHIBIT “K” RULES AND REGULATIONS 1. Sidewalks, doorways, vestibules, halls, stairways and similar areas shall not be obstructed by tenants or their employees, agents, contractors, invitees, or guests, or used for any purpose other than ingress and egress to and from their demised premises and for going from one part of the Office Building to another. 2. Plumbing fixtures and appliances shall be used only for the purposes for which constructed, and no sweepings, rubbish, rags or other unsuitable material shall be thrown or placed therein. Any stoppage or damage resulting to any such fixtures or appliances from misuse on the part of a tenant or such tenant’s employees, agents, contractors or invitees shall be paid by such tenant. 3. No nails, hooks or screws shall be driven into or inserted in any part of the Office Building, except by building maintenance personnel, except in connection with the hanging of pictures or artwork. 4. Smoking of cigarettes, pipes, cigars or other tobacco products is prohibited anywhere within the Common Areas, including without limitation lobbies, rest rooms, stairways, corridors and the garages; provided, however, Landlord may, from time to time, designate certain portions of the Common Areas as “Designated Smoking Areas”, in which event smoking shall be permitted in only such areas. 5. No tenant may place any partitions on its leased premises which exceed twenty (20) pounds per square foot live load, nor may any tenant place any equipment, furniture, safes, filing systems or other property on its leased premises which exceeds fifty (50) pounds per square foot live load. All damage done to the Office Building by the improper placing of heavy items which overstress the floor will be repaired at the sole expense of the tenant. 6. All movement of safes, equipment, furniture, freight or bulky items of any description shall be performed by persons approved by Landlord under the supervision of Landlord during the hours and according to such routes and methods as Landlord designates from time to time. Each tenant shall notify Landlord prior to the delivery of any such items. Landlord may check the weight and position of safes and other heavy items to assure compliance with these Rules and Regulations and the tenant’s lease, and all such items shall stand on weight distribution devices approved by Landlord. Landlord reserves the right to inspect all freight to be brought into the Office Building and to exclude from the Office Building all freight which violates any of these Rules and Regulation or the tenant’s lease. All damages done to the Office Building by the movement or positioning of any property of a tenant will be repaired at the expense of such tenant and Landlord will not be liable for the acts of any person engaged in, or any damage or loss of any property or person resulting from, any act in connection with such movement or positioning. All hand trucks and dollies used in the Office Building by a tenant or its employees, agents, contractors or invitees must be equipped with rubber tires, and all such hand trucks must be equipped with side guards. 7. Corridor doors, when not in use, shall be kept closed. 8. Each tenant shall cooperate with Office Building employees in keeping the premises neat and clean. Each tenant shall assist in preventing any hindrance of the work of the janitor or cleaning personnel after normal business hours of the Office Building established by Landlord. 9. Nothing shall be swept or thrown into the corridors, halls, elevator shafts or stairways. No birds, animals or reptiles, or any other creatures, shall be brought into or kept in or about the Office Building, except for seeing eye dogs assisting the disabled. 10. Neither fire arms, nor weapons, nor flammable, explosive or other hazardous liquids or materials shall be brought into any leased premises or into the Office Building without the prior written consent of Landlord. 11. Neither Tenant, nor its employees, agents, contractors, invitees, or guests shall make or permit any unseemly, objectionable or improper noises and/or disturbances in the Office Building and/or Common Areas, or otherwise interfere in any way with other tenants of the Office Building, or persons having business with them. 12. Canvassing, soliciting and peddling in the Office Building and/or Common Areas are prohibited and each tenant will cooperate with Landlord to prevent same. 13. No tenant shall sell lottery tickets or conduct any other form of gambling from or within its leased premises or any other part of the Office Building. 14. Tenants shall not use or keep in the Office Building any illuminating material unless it is battery powered, UL approved, or any inflammable or explosive fluid or substance. 2023-10-20 - Southlake Town Square - City of Southlake - Office Lease - Version 4 (KRG) K-2 15. Tenants, employees or agents, or anyone else who desires to enter the Office Building after normal business hours may be required to sign in upon entry and sign out upon leaving, giving the location during their stay and their time of arrival and departure. 16. Landlord has the right to evacuate the Office Building in event of emergency or catastrophe or when required by any governmental authority. 17. Landlord will not be responsible for personal property, equipment, money or jewelry lost or stolen from the Demised Premises. 18. No bicycles, motorcycles or similar vehicles will be allowed in the Office Building. 19. No tenant may change any locks or electronic security devices or place additional locks or electronic security devices upon any doors without the prior written consent of Landlord. All keys and electronic access cards shall be furnished by Landlord, and the same shall be surrendered upon termination of the tenant’s lease, and the tenant shall then give Landlord or its agent an explanation of the combination of all locks and the workings of all electronic security devices on the doors or vaults. Each tenant shall notify Landlord in writing of the names of its employees authorized to retain and use a key or electronic access card to gain entry into the Office Building. 20. Tenants will not locate furnishings or cabinets adjacent to mechanical or electrical access panels or doors or over air conditioning outlets so as to prevent operating personnel from servicing such units as routine or emergency access may require. Cost of moving such furnishings for Landlord’s access will be for the tenant’s account. 21. Each tenant will promptly notify Landlord of any accident which occurs and any defect or repair or maintenance required in the tenant’s leased premises, regardless of who is responsible under the tenant’s lease for taking corrective action. 22. No portion of the Office Building or any leased premises shall be used for the purpose of sleeping or lodging. 23. No vending machines or dispensing machines of any kind will be placed in the leased premises by a tenant without Landlord’s prior written consent, except in Tenant’s break room or kitchen. 24. No tenant, without Landlord’s prior written consent, will (a) permit any cooking on the tenant’s leased premises other than warming of pre-cooked food by the tenant’s employees for consumption on the leased premises, (b) operate any restaurant, luncheonette, cafeteria or other kitchen facility for the sale or service of food or beverages to the tenant’s employees or others, or (c) cause or permit any odors of cooking or other processes or any unusual or objectionable odors to emanate from the leased premises. No food or beverages will be carried in the Common Areas or elevators except in closed containers. 25. From time to time upon Landlord’s request, each tenant, at the tenant’s expense, will cause its leased premises to be exterminated to the satisfaction of, and by exterminators approved by, Landlord. A tenant will not otherwise exterminate its leased premises without the prior written consent of Landlord. Landlord reserves the right to rescind any of these Rules and Regulations and make such other rules and regulations as in the judgment of Landlord shall from time to time be needed for the management, safety, protection, care and cleanliness of, and the preservation of good order and protection of property in, the Office Building, which rules and regulations when made and notice thereof given to a tenant shall be binding upon the tenant in like manner as if originally herein prescribed. In the event of any conflict or inconsistency between the terms and provisions of these Rules and Regulations, as now or hereafter in effect, and the terms and provisions of any lease now or hereafter in effect between Landlord and any tenant in the Office Building, Landlord may enforce the term or provision in either such lease or such Rules and Regulations which is most restrictive on such tenant. Without limiting the remedies available to Landlord in the event of a default by Tenant under the Lease, should Tenant violate the Rules and Regulations set forth in this Exhibit “J” more than two (2) times during the Term of the Lease, Landlord shall have the right to terminate the Lease by written notice to Tenant. City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork M E M O R A N D U M November 1, 2023 To: Shana Yelverton, City Manager From: David Miller, Director of Community Services Subject: Ordinance No. 1279, 2nd Reading, Adopting the 2024 Standards of Care for the recreation programs for elementary school age children operated by the Community Services Department. PUBLIC HEARING Action Requested: City Council approval of Ordinance No. 1279, 2nd Reading and Public Hearing, Adopting the Standards of Care for 2024 Background Information: The City operates recreation programs for elementary school age children including Camp Mania. As such, the State requires that Standards of Care be adopted annually by ordinance for any city operating elementary-age recreation programs. The State’s requirement is found in Section 42.041(b)(14) of the Texas Human Resources Code which states, “that an elementary- age recreation program operated by a municipality is not required to obtain a license from the state provided that the governing body of the municipality annually adopts standards of care for such programs by ordinance after a public hearing.” The proposed 2024 Standards of Care are intended to be minimum standards by which the City of Southlake and Community Services Department will operate the City’s youth programs. The Standards of Care includes staff responsibilities, enrollment requirements, staffing ratios, staff qualifications and training, facility standards, health and safety standards and mechanisms for inspecting, monitoring and enforcing care standards. Please refer to the complete Standards of Care document provided in your packet for specific provisions. Because the programs operated by the City are recreational in nature and are not licensed by the state of Texas as day care programs, the Item 6A- 1 Shana Yelverton, City Manager Meeting Date – November 7, 2023 Page 2 of 3 City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork Texas Department of Family and Protective Services has issued a certificate of exemption for the City’s youth programs. The Parks and Recreation Board recommended approval of the proposed 2024 Standards of Care at the meeting held October 9, 2023. City Council approved (7-0) 1st Reding of Ordinance 1279 at their October 17, 2023 meeting with no changes recommended. A copy of Ordinance No. 1279, adopting 2024 Standards of Care for elementary-age recreation programs operated by the City is attached to the memo for your consideration. Financial Considerations: Approval of the proposed Standards of Care will require no additional funding by the City. Strategic Link: Approval of the Standards of Care is linked to the City’s Strategy Map related to the Focus Areas of Safety & Security and Performance Management & Service Delivery. Citizen Input/ Board Review: Parks and Recreation Board recommended October 09, 2023 City Council approved (7-0) Ordinance No. 1279, 1st Reading October 17, 2023 City Council consideration of Ordinance No. 1279, 2nd Reading & Public Hearing November 7, 2023 Legal Review: City Attorney has reviewed the document. Alternatives: Alternatives may include: •Approve as presented •Approve with input as desired •Decision not to approve Supporting Documents: •Ordinance No. 1279, Standards of Care •Copy of Tx Human Resources Code Sect. 42.041(b)(14) •Copy of Certificates of Exemption Item 6A- 2 Shana Yelverton, City Manager Meeting Date – November 7, 2023 Page 3 of 3 City of Southlake Values: Integrity ♦ Innovation ♦ Accountability ♦ Commitment to Excellence ♦ Teamwork Staff Recommendation: Parks and Recreation Board recommendation of Ordinance No. 1279 for the 2024 Standards of Care. Item 6A- 3 ORDINANCE NO. 1279 AN ORDINANCE ESTABLISHING STANDARDS OF CARE FOR THE RECREATION PROGRAMS FOR ELEMENTARY SCHOOL AGE CHILDREN OPERATED BY THE CITY; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Southlake, Texas is a home rule city acting under its charter adopted by the electorate pursuant to Article IX, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, Section 42.041 of the Texas Human Resou rces Code provides that an elementary-age recreation program operated by a municipality is not required to obtain a license from the state provided that the governing body of the municipality annually adopts standards of care for such programs by ordinance after a public hearing; and WHEREAS, the City Council has conducted a public hearing and desire to adopt the standards set forth in this ordinance. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS: SECTION 1. The Standards of Care attached hereto as Exhibit “A” and incorporated by reference herein are hereby for recreation programs for elementary-age children. SECTION 2. It is hereby declared to be the intention of the City Council that the phrases, clauses, sentences, paragraphs, and sections of this ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, Item 6A- 4 such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional phrase, clause, sentence, paragraph or section. SECTION 3. This ordinance shall be in full force and effect from and after its passage, and it is so ordained. PASSED AND APPROVED ON FIRST READING ON THIS ____ DAY OF ________________, 2023. MAYOR ATTEST: CITY SECRETARY PASSED AND APPROVED ON SECOND READING ON THIS _____ DAY OF ___________________, 2023. MAYOR ATTEST: CITY SECRETARY APPROVED AS TO FORM: CITY ATTORNEY Item 6A- 5 Community Services Department Standards of Care For Youth Programs Community Services Department 285 Shady Oaks Drive Southlake, TX 76092 817.748.8019 817.748.8027 (Fax) www.cityofsouthlake.com Exhibit “A” Item 6A- 6 Table of Contents Standards of Care General Administration 3 Organization 3 Definitions 4 Objectives of Youth Programs 5 Inspections/Monitoring/Enforcement 5 Enrollment 6 Suspected Abuse 6 Staffing – Responsibilities and Training 7 Camp Director Qualifications 7 Camp Director Job Functions 7 Program Employees Qualifications 8 Program Employees Job Functions 9 Personnel Restriction 9 Training/Orientation 10 Service Standards 10 Appearance 10 Interaction with Parents & Participants 10 Additional Staff Responsibilities 11 Operations 11 Staff/Participant Ratio 11 Discipline 11 Programming 12 Communication 13 Transportation 13 Facility Standards 13 Safety 13 Fire 13 Health 14 Item 6A- 7 CITY OF SOUTHLAKE YOUTH PROGRAMS STANDARDS OF CARE The following Standards of Care have been adopted by the City Council of Southlake, Texas, to comply with Chapter 42 of the Texas Human Resources Code, specifically Section 42.041(b)(14) regarding an exemption for the City of Southlake’s Youth Programs, as defined herein. These Standards of Care are intended to be minimum standards by which the City of Southlake Community Services Department will operate the City’s Youth Programs. The Youth Programs are recreational in nature and are not child-care facilities or day care programs, and are not licensed by the State of Texas. General Administration 1.Organization A.The governing body of the City of Southlake Youth Programs is the City of Southlake City Council. B.Implementation of the Youth Programs Standards of Care (“Standards of Care”) is the responsibility of the Director of Community Services and departmental employees. C.These Standards of Care apply to all Youth Programs operated by the Department, including but not limited to: the Summer Day Camp Programs, Holiday Day Camp Programs, and Spring Break Day Camp Programs. D.Each Program Site will have available for public and staff review a current copy of the Standards of Care. E.Parents of participants may obtain a copy of the Standards of Care from the City during the program registration process. In addition, the Standards of Care can be accessed on the City’s website at: www.ExperienceSouthlakeTexas.com. F.Criminal background checks shall be conducted on prospective staff. No person who has been convicted of, who is under indictment for, or is the subject of an official criminal complaint alleging violation of, any of the crimes listed in the Texas Department of Protective and Regulatory Service’s Day Care Center Minimum Standards and Guidelines Appendix II, as same may be amended, or a felony violation of the Texas Controlled Substance Act, may be present while children are in care. Item 6A- 8 2.Definitions A.Camp Director: A Department employee who is assigned responsibility to implement and direct a Youth Program and oversee the Program Employees assigned to the corresponding Youth Program. B.Department: Community Services Department of the City of Southlake. C.Employee(s): Individuals who have been hired to work for the City of Southlake and have been assigned responsibility for managing, administering, or implementing some portions of the Youth Programs. D.Parent(s): One or both parent(s) or legal guardian(s) who have legal custody and authority to enroll the child(ren) in the Youth Programs. E.Participant: A Youth whose parent(s) or legal guardian(s) have completed all required registration procedures and determined to be eligible for the Youth Programs. F.Program Coordinator or Coordinator: A Department employee who has been assigned administrative responsibility for the Youth Programs and oversees the Camp Directors. G.Program Employee: A Department employee who is assigned to work with participants of a Youth Program at a Program Site. H.Program Manual: Notebook of policies, procedures, required forms, and organizational and programming information relevant to Youth Programs. I.Program Site: The facilities and surrounding property where Youth Programs are held. J.Program Supervisor: A Department employee who oversees the Program Coordinator and operations of all Youth Programs. K.City: City of Southlake, Texas. L.City Council: City Council of the City of Southlake, Texas. M.Youth: A school aged person between the ages of 5 and 13, as of the program start date of the Youth Program. N.Youth Programs: The City of Southlake Youth Programs consisting of programs such as: the Summer Day Camp Programs, Holiday Day Camp Programs, and Spring Break Day Camp Programs. A single camp may be referred to as a Youth Program. Item 6A- 9 3.Objectives of Youth Programs A.To provide Youth, including those with special needs, with the opportunity of recreational activities which may include sports, games, arts and crafts, education, dance, drama, special events, field trips, tournaments, etc. B.To provide an encouraging atmosphere by emphasizing the positive development of physical skills, emotional development, and growth of self- confidence. C.To provide a safe environment by promoting good health and welfare for all participants. D.To teach Youth how to spend their leisure time wisely in an effort to meet the emotional, physical and social needs of the Youth. 4.Inspections/Monitoring/Enforcement A.The City has established these Standards of Care in order to obtain an exemption from the State regarding the Youth Programs. Once the exemption is established, the State will not monitor the Youth Programs. These Standards of Care will be reviewed annually and brought before the City Council for consideration, regarding any amendments recommended by the Program Supervisor, and approval after a public hearing regarding the Standards of Care is held, pursuant to Texas Human Resources Code § 42.041(b)(14). B.The Program Coordinator shall prepare an inspection report and submit it to the Program Supervisor to confirm the Standards of Care are being adhered to. (1)Monthly inspection reports shall be sent to the Program Supervisor for review and maintained by the City in accordance with applicable record retention policies. (2)The Program Supervisor shall review the monthly inspection report and shall establish deadlines and criteria for compliance with the Standards of Care where failure to comply is noted. C.The Program Supervisor shall make visual inspections of the Youth Programs based on the following schedule: (1)Youth Programs operating during the summer shall be inspected no less than twice during the Youth Program’s summer schedule. (2)Youth Programs which operate during the regular Carroll Independent School District school year, for two (2) weeks or less, shall be inspected at least once during the Youth Program’s schedule. Item 6A- 10 D.Complaints regarding enforcement of the Standards of Care shall be directed to the Program Coordinator. The Program Coordinator shall be responsible to take the necessary steps to address the complaint and resolve the problem, if any. Complaints regarding enforcement of the Standards of Care and resolution of complaints arising under the Standards of Care shall be recorded by the Program Coordinator. All complaints regarding enforcement of the Standards of Care where a deficiency is noted will be forwarded to the Program Supervisor with the complaint and the resolution noted. 5.Enrollment Before a child may enroll in a Youth Program, the parents shall sign registration forms that contain the following information about the child: (1)Name, home address, home telephone number, parent’s email address; (2)Name and address of parent(s) and contact telephone number(s) during Youth Program hours; (3)The names and telephone numbers of people to whom the child can be released; (4)A statement of the child's special problems, needs or medical conditions; (5)Emergency medical authorization; (6)A signed liability waiver. 6.Suspected Abuse Program Employees shall report suspected child abuse or neglect in accordance with the Texas Family Code. In a situation where an Employee is involved in an incident with a child that could be considered to be child abuse, the incident shall be immediately reported to the Program Supervisor. The Program Supervisor will immediately notify the Police Department and any other agency, as may be appropriate. Texas State law requires the Employees of the Youth Programs to report any suspected abuse or neglect of a child to the Texas Department of Family and Protective Services or a law enforcement agency. Failure to report suspected abuse is punishable by fines up to $1,000 and/or confinement up to one hundred eighty (180) days. Confidential reports may be made by calling 1.800.252.5400. A complete copy of the Texas Family Code regulations regarding child abuse can be found at http://www.statutes.legis.state.tx.us. Item 6A- 11 Staffing - Responsibilities and Training 1.Camp Director A.Qualifications. The Camp Director shall: (1)Consistently exhibit competency, good judgment, and self-control when working with Youth. (2)Interact with Youth with courtesy, respect, tolerance, and patience. (3)Successfully complete a course in first aid, CPR, and AED, in compliance with American Red Cross or American Heart Association standards. (4)Pass a background investigation and testing for illegal substances. (5)Be mature, responsible, and able to complete duties with minimal supervision. (6)Communicate effectively with the public. (7)Possess a valid Texas driver’s license. (8)Have previous experience in supervising Youth of varying age levels in a group setting and possess knowledge of recreational games, crafts, and activities. (9)Complete City-mandated training. (10)Be at least eighteen (18) years of age. B.Job Functions. The Camp Director shall endeavor to: (1)Direct and supervise Program Employees. Hiring and training shall be the responsibility of the Program Coordinator with assistance from the Camp Director. (2)Complete and submit proper records, including Youth Program schedules, Program Employee schedules, accident/incident reports, and participant attendance. (3)Schedule appropriate activities in accordance with the philosophy of the Youth Program and coordinate with the Program Coordinator to ensure appropriate reservations and transportation are secured in order to complete activities. Item 6A- 12 (4)Maintain an orderly, clean and safe environment for the Youth while promoting a non-competitive program directed toward accentuating positive behaviors, physical development, and emotional growth. (5)Maintain supplies, equipment, and all necessary documentation for the operation of the Youth Program. (6)Communicate with Parent(s) as necessary. (7)Conduct on-going evaluations regarding the Youth Program and implement approved recommendations, as needed. (8)Provide reports to Program Coordinator on a weekly basis regarding Youth Program activities. (9)Know and follow all City, Department, and Program Manual standards, policies, and procedures that apply to Youth Programs. (10)Ensure that participants are released only to a Parent or an adult designated by the Parent in accordance with Department procedures. All Program Sites will have a copy of the approved Department procedure to verify the identity of a person authorized to pick-up a participant. 2.Program Employees A.Qualifications. A Program Employee must: (1)Consistently exhibit competency, good judgment, and self-control when working with Youth. (2)Interact with Youth with courtesy, respect, tolerance, and patience. (3)Successfully complete a course in first aid, CPR, and AED, in compliance with American Red Cross or American Heart Association standards. (4)Pass a background investigation and testing for illegal substances. (5)Be mature, responsible, and able to complete duties with minimal supervision. (6)Possess a valid Texas driver’s license. (7)Have previous experience in working with Youth of varying age levels in a group setting and possess knowledge of recreational games, crafts, and activities. (8)Complete City-mandated training. Item 6A- 13 (9)Be at least sixteen (16) years of age. B.Essential Job Functions. A Program Employee shall endeavor to: (1)Promote a non-competitive, positive, image-enhancing environment for each participant through the direction of fun, varied, and well-organized activities. (2)Directly lead activities using a method that will provide opportunities for the involvement of all participants on an equal basis. (3)Exhibit enthusiasm for the activity to impart a feeling of excitement in the participants. (4)Follow procedures for Youth Programs drop off and pick-up and preparation of accident/incident reports. (5)Follow guidelines for safety and storage of equipment and notify Camp Director regarding supplies inventories. (6)Ensure safety of Youth at Program Site and on field trips. (7)Adhere to these Standards of Care for Youth Programs. 3.Personnel Restriction A person shall not be employed as an Employee in a Youth Program if: (1)The person would be permanently barred from being present at a childcare operation while children are in care under the Texas Administrative Code Title 40, Part 19, Chapter 745 (Licensing). 4.Training/Orientation A.The Department is responsible to provide training and orientation to all Youth Programs employees who work with children regarding their specific job responsibilities. Program Coordinators shall provide each Camp Director with a staff program manual specific to each Youth Program. B.Employees must be familiar with these Standards of Care for Youth Programs. C.Employees shall be trained in appropriate procedures to handle emergencies. D.Employees shall be trained in City, Department, and Program Manual policies and procedures applicable to Youth Programs. Item 6A- 14 E.Employees shall be required to sign an acknowledgment that they received the required training. Service Standards 1.Appearance A.Youth Programs shirts shall be worn by participants and volunteers. B.The City’s dress code policy shall be adhered to at all times. Failure to comply with the dress code will result in an Employee being sent home. 2.Interaction with Parents and Participants A.Participants and Parents will be treated with respect at all times. B.Program Employees and Camp Directors shall keep parents continuously informed of activities and schedules. A weekly schedule shall be distributed, and copies shall be kept with the daily sign in sheets. C.Staff shall note details of behavior of participants (accomplishments, discipline problems, general activities, etc.) and update Parents as much as possible. D.The Camp Director will review and document complaints and forward complaints to the Program Coordinator and shall respond as appropriate. All complaints shall be addressed within one (1) business day if they are not resolved on site. All complaints must be recorded, including resolution, and forwarded to Program Coordinator. 3.Additional Staff Responsibilities A.Program Employees shall monitor the sign in/out log at all times. B.Program Employees shall spend 100% of their time while on duty actively involved with Participants and/or Parents. C.Program Employees shall pick-up the area used by their group after each activity. D.Prior to beginning work each day, all staff shall report to the appointed location for any messages, instructions, or information. Operations 1.Staff/Participant Ratio A.The maximum ratio of Participants to Program Employees shall be 12:1 based on average daily attendance. In the event an employee is unable to report to the Program Site, a replacement shall be assigned. Item 6A- 15 B.Each Participant shall have a Program Employee who is assigned to him/her and who shall be aware of the Participant’s habits, interests, and any special needs, as identified by the Participant’s parent(s) during the registration process. 2.Discipline A.Program Employees shall implement discipline and guidance in a consistent manner based on the best interests of program participants. B.There shall be no cruel, harsh, or corporal punishment used as a method of discipline. C.Program Employees may use brief, supervised separation from the group if necessary. Participants shall be informed of Youth Program rules. D.As necessary, Program Employees shall initiate discipline reports to the Parent(s) of Participants. Parents shall be asked to sign discipline reports to indicate they have been advised about specific problems or incidents. E.If a Participant accumulates a significant number of discipline reports, or if the reports involve serious violations as outlined in the Program Manual, it may lead to suspension or expulsion from the Youth Programs. Parents shall be contacted to pick up their Youth immediately in the event of such suspension or removal. F.In instances where there is a danger to Participants or Employees, offending Participants shall be removed from the Program Site immediately. G.Any person(s) creating a nuisance, causing a disturbance, or creating an unsafe environment at any Program Site shall be subject to ejection from the Site and possible arrest and legal action. H.In the event any Employee believes that criminal conduct has occurred, or is reasonably likely to occur, the Employee shall immediately notify the Program Coordinator or other supervisory employee and/or contact the Police directly if time does not permit indirect reporting. 3.Programming A.Program Employees shall attempt to provide activities for each group according to the Participant’s age, interests, and abilities. The activities must be appropriate to Participants’ health, safety, and well-being. The activities also must be flexible and promote the Participants’ emotional, social, and mental growth. B.Program Employees will attempt to provide indoor and outdoor time periods, weather permitting, that include: (1)Alternating active and passive activities; and Item 6A- 16 (2)Opportunity for individual and group activities. C.Program Employees shall be attentive and considerate of the Participants’ safety on field trips and during any transportation provided by the Youth Programs. Participants shall be counted before leaving the Program Site and before boarding the transportation to return to the Program Site, and at other times as deemed to be reasonably necessary to preserve the Participants’ safety. (1)During trips, Program Employees supervising Participants must have immediate access to Participant forms and emergency contact information for each Participant; and (2)Program Employees shall have a written list of the Participants in the group and must check the attendance frequently; and (3)Program Employees shall have First Aid supplies, a guide to First Aid and emergency care available on field trips. 4.Communication The Program Site shall have a telephone to allow the Program Site to be contacted by Department personnel or for making emergency calls. 5.Transportation A. First Aid supplies and a First Aid and emergency care guide will be available in all Youth Program vehicles that transport Youth. B.All Program vehicles used for transporting Participants shall have available a 6-BC portable fire extinguisher in the vehicle which shall be accessible to the adult occupants. Facility Standards 1.Safety A.Program Employees shall inspect the Program Site daily to detect sanitation and safety concerns that might affect the health and safety of the Participants. Program Employees will also complete a daily inspection report and submit it to the Program Coordinator, who shall maintain it in the City’s files. B.The Camp Director shall inspect the buildings, grounds, and equipment on the Program Site to ensure that they are clean, in good repair, and maintained so as to protect the health of the Participants. C.Program equipment and supplies shall be safe for Participant’s use. Item 6A- 17 D.Program Employees shall have First Aid supplies available at the Program Site, during transportation, and for the duration of any off-site activity. E.Program Employees shall have First Aid supplies and a guide to First Aid and emergency care readily available in a designated location. 2.Fire A.In case of fire, danger of fire, explosion, or other emergency, a Program Employee’s first priority is to evacuate the Participants to a designated safe area. Emergency evacuation and relocation plans shall be posted within the Program Site. B.The Program Site shall have an annual fire inspection by the local Fire Marshal, and the resulting report shall detail any safety concerns observed. The report shall be forwarded to the Supervisor who shall review and establish deadlines and criteria for compliance. C.Each Program Site must have at least one (1) operable, charged fire extinguisher approved by the Fire Marshal or designee readily available to all Program Employees. The fire extinguisher is to be inspected monthly by the Program Coordinator to verify that it is sufficiently charged and operable. All Employees will be trained in the proper use of a fire extinguisher. D.Fire drills shall be conducted monthly. 3.Health A.Illness or Injury (1)Illnesses and injuries shall be handled in a manner to protect the health of all participants and employees. Parents shall be notified in cases of illness or injury. Paramedics shall be notified in the event of an injury that cannot be remedied through basic first aid. An accident report shall be completed for all injuries and forwarded to the Camp Director. (2)An ill Youth shall not be allowed to attend or participate in Youth Programs if the Youth is suspected of having a temperature and/or accompanied by behavior changes or other signs or symptoms until a medical evaluation indicating that the Youth can return to the Youth Program. B.Employees shall follow the recommendations of the Texas Department of Health concerning the admission or readmission of any Participant after a communicable disease. Program Employees shall administer medication only if: Item 6A- 18 (1)Parent(s) complete and sign a “Consent to Administer Medication” Form that authorizes for Employees to administer medication and provide details as to time(s) and dosage(s) consistent with the medications label. (2)Prescription medications are in the original containers labeled with the Youth’s name, a date, directions, and the prescribing physician's name. Employees shall administer the medication only as stated on the label. Employees shall not administer medication after the expiration date. (3)Non-prescription medications are labeled with the Youth’s name and the date the medication was brought to the Youth Program. Non- prescription medication must be in the original container. The Employees shall administer non-prescription medications only according to label direction. (4)Medications dispensed shall be limited to routine oral ingestion, including inhalers, not requiring special knowledge or skills on the part of Program Employees. (5)Program Employees shall ensure medications are inaccessible to Participants. C.Toilet Facilities (1)The Program Site shall have adequate indoor toilets and lavatories located and equipped so Youth can use them independently and Program Employees can supervise as needed. (2)There must be one (1) flush toilet for every thirty (30) participants. Urinals may be counted in the ratio of toilets to participants but shall not exceed fifty percent (50%) of the total number of toilets. D.Sanitation (1)The Program Site shall have adequate light, ventilation, and heat. (2)The Program Site shall have an adequate supply of drinking water meeting the standards of the Texas Department of Health for drinking water and ensure that it shall be supplied to the Participants in a safe and sanitary manner. (3)Program Employees shall ensure that garbage is removed from the Program Site daily. Item 6A- 19 SUBCHAPTER C. REGULATION OF CERTAIN FACILITIES, HOMES, AND AGENCIES This section was amended by the 84th Legislature. Pending publication of the current statutes, see S.B. 219, 84th Legislature, Regular Session, for amendments affecting this section. Sec. 42.041. REQUIRED LICENSE. (a) No person may operate a child-care facility or child-placing agency without a license issued by the department. (b) This section does not apply to: (1) a state-operated facility; (2) an agency foster home or agency foster group home; (3)a facility that is operated in connection with a shopping center, business, religious organization, or establishment where children are cared for during short periods while parents or persons responsible for the children are attending religious services, shopping, or engaging in other activities, including retreats or classes for religious instruction, on or near the premises, that does not advertise as a child-care facility or day-care center, and that informs parents that it is not licensed by the state; (4) a school or class for religious instruction that does not last longer than two weeks and is conducted by a religious organization during the summer months; (5) a youth camp licensed by the Department of State Health Services; (6) a facility licensed, operated, certified, or registered by another state agency; (7) an educational facility that is accredited by the Texas Education Agency, the Southern Association of Colleges and Schools, or an accreditation body that is a member of the Texas Private School Accreditation Commission and that operates primarily for educational purposes for prekindergarten and Item 6A- 20 above, a before-school or after-school program operated directly by an accredited educational facility, or a before-school or after-school program operated by another entity under contract with the educational facility, if the Texas Education Agency, the Southern Association of Colleges and Schools, or the other accreditation body, as applicable, has approved the curriculum content of the before-school or after-school program operated under the contract; (8) an educational facility that operates solely for educational purposes for prekindergarten through at least grade two, that does not provide custodial care for more than one hour during the hours before or after the customary school day, and that is a member of an organization that promulgates, publishes, and requires compliance with health, safety, fire, and sanitation standards equal to standards required by state, municipal, and county codes; (9) a kindergarten or preschool educational program that is operated as part of a public school or a private school accredited by the Texas Education Agency, that offers educational programs through grade six, and that does not provide custodial care during the hours before or after the customary school day; (10) a family home, whether registered or listed; (11) an educational facility that is integral to and inseparable from its sponsoring religious organization or an educational facility both of which do not provide custodial care for more than two hours maximum per day, and that offers an educational program in one or more of the following: prekindergarten through at least grade three, elementary grades, or secondary grades; (12) an emergency shelter facility, other than a facility that would otherwise require a license as a child-care facility under this section, that provides shelter or care to a minor and the minor's child or children, if any, under Section 32.201, Family Code, if the facility: Item 6A- 21 (A) is currently under a contract with a state or federal agency; or (B)meets the requirements listed under Section 51.005(b)(3); (13) a juvenile detention facility certified under Section 51.12, Family Code, a juvenile correctional facility certified under Section 51.125, Family Code, a juvenile facility providing services solely for the Texas Juvenile Justice Department, or any other correctional facility for children operated or regulated by another state agency or by a political subdivision of the state; (14) an elementary-age (ages 5-13) recreation program operated by a municipality provided the governing body of the municipality annually adopts standards of care by ordinance after a public hearing for such programs, that such standards are provided to the parents of each program participant, and that the ordinances shall include, at a minimum, staffing ratios, minimum staff qualifications, minimum facility, health, and safety standards, and mechanisms for monitoring and enforcing the adopted local standards; and further provided that parents be informed that the program is not licensed by the state and the program may not be advertised as a child-care facility; (15) an annual youth camp held in a municipality with a population of more than 1.5 million that operates for not more than three months and that has been operated for at least 10 years by a nonprofit organization that provides care for the homeless; (16) a food distribution program that: (A) serves an evening meal to children two years of age or older; and (B) is operated by a nonprofit food bank in a nonprofit, religious, or educational facility for not more than two hours a day on regular business days; Item 6A- 22 (17) a child-care facility that operates for less than three consecutive weeks and less than 40 days in a period of 12 months; (18) a program: (A) in which a child receives direct instruction in a single skill, talent, ability, expertise, or proficiency; (B) that does not provide services or offerings that are not directly related to the single talent, ability, expertise, or proficiency; (C) that does not advertise or otherwise represent that the program is a child-care facility, day-care center, or licensed before-school or after-school program or that the program offers child-care services; (D) that informs the parent or guardian: (i) that the program is not licensed by the state; and (ii) about the physical risks a child may face while participating in the program; and (E) that conducts background checks for all program employees and volunteers who work with children in the program using information that is obtained from the Department of Public Safety; (19) an elementary-age (ages 5-13) recreation program that: (A) adopts standards of care, including standards relating to staff ratios, staff training, health, and safety; (B) provides a mechanism for monitoring and enforcing the standards and receiving complaints from parents of enrolled children; (C) does not advertise as or otherwise represent the program as a child-care facility, day-care center, or licensed before-school or after-school program or that the program offers child-care services; (D) informs parents that the program is not licensed by the state; Item 6A- 23 (E) is organized as a nonprofit organization or is located on the premises of a participant's residence; (F) does not accept any remuneration other than a nominal annual membership fee; (G) does not solicit donations as compensation or payment for any good or service provided as part of the program; and (H) conducts background checks for all program employees and volunteers who work with children in the program using information that is obtained from the Department of Public Safety; (20) a living arrangement in a caretaker's home involving one or more children or a sibling group, excluding children who are related to the caretaker, in which the caretaker: (A) had a prior relationship with the child or sibling group or other family members of the child or sibling group; (B) does not care for more than one unrelated child or sibling group; (C) does not receive compensation or solicit donations for the care of the child or sibling group; and (D) has a written agreement with the parent to care for the child or sibling group; (21) a living arrangement in a caretaker's home involving one or more children or a sibling group, excluding children who are related to the caretaker, in which: (A) the department is the managing conservator of the child or sibling group; (B) the department placed the child or sibling group in the caretaker's home; and (C) the caretaker had a long-standing and significant relationship with the child or sibling group before the child or sibling group was placed with the caretaker; (22) a living arrangement in a caretaker's home involving one or more children or a sibling group, excluding Item 6A- 24 children who are related to the caretaker, in which the child is in the United States on a time-limited visa under the sponsorship of the caretaker or of a sponsoring organization; or (23) a facility operated by a nonprofit organization that: (A) does not otherwise operate as a child-care facility that is required to be licensed under this section; (B) provides emergency shelter and care for not more than 15 days to children 13 years of age or older but younger than 18 years of age who are victims of human trafficking alleged under Section 20A.02, Penal Code; (C)is located in a municipality with a population of at least 600,000 that is in a county on an international border; and (D) meets one of the following criteria: (i) is licensed by, or operates under an agreement with, a state or federal agency to provide shelter and care to children; or (ii) meets the eligibility requirements for a contract under Section 51.005(b)(3). (b-1) Repealed by Acts 2009, 81st Leg., R.S., Ch. 720, Sec. 19(1), eff. September 1, 2009. (c) A single license that lists addresses and the appropriate facilities may be issued to a general residential operation that operates noncontiguous facilities that are across the street from, in the same city block as, or on the same property as one another and that are demonstrably a single operation as indicated by patterns of staffing, finance, administrative supervision, and programs. (d) A facility exempt from the provisions of Subsection (a) of this section that desires to receive or participate in federal or state funding shall be required to comply with all other provisions of this chapter and with all regulations promulgated under this chapter. (e) The exemptions provided by Subsection (b) of this section do not affect the authority of local, regional, or state Item 6A- 25 health department officials, the state fire marshal, or local fire prevention officials to inspect child-care facilities. (f) Notwithstanding the requirements of Subsection (b)(14), a municipality that operates an elementary-age (ages 5- 13) recreation program may, in lieu of an annual public hearing, accept public comment through the municipality's Internet website for at least 30 days before the municipality adopts standards of care by ordinance if the municipality: (1) has a population of 300,000 or more; and (2) has held at least two annual public hearings on the standards of care and adopted standards of care by ordinance after those public hearings. (g) A child-care facility that is exempt under Subsection (b)(3) from the licensing requirement of Subsection (a) may provide care for each child at the child-care facility for not more than 15 hours a week if the child-care facility: (1) provides the child care so that a person may attend an educational class provided by a nonprofit entity; and (2) is located in a county with a population of 800,000 or more that is adjacent to an international border. Acts 1979, 66th Leg., p. 2361, ch. 842, art. 1, Sec. 1, eff. Sept. 1, 1979. Amended by Acts 1981, 67th Leg., p. 2812, ch. 759, Sec. 2, 3, eff. Aug. 31, 1981; Acts 1987, 70th Leg., ch. 1052, Sec. 4.03, eff. Sept. 1, 1987; Acts 1987, 70th Leg., ch. 1115, Sec. 2, eff. June 19, 1987; Acts 1995, 74th Leg., ch. 262, Sec. 54, eff. Jan. 1, 1996; Acts 1995, 74th Leg., ch. 847, Sec. 1, eff. Sept. 1, 1995; Acts 1997, 75th Leg., ch. 165, Sec. 7.46, eff. Sept. 1, 1997; Acts 1997, 75th Leg., ch. 664, Sec. 3, 4, eff. Sept. 1, 1997; Acts 1997, 75th Leg., ch. 1063, Sec. 7, eff. Sept. 1, 1997; Acts 1997, 75th Leg., ch. 1217, Sec. 2, eff. Sept. 1, 1997; Acts 2001, 77th Leg., ch. 218, Sec. 3, eff. Sept. 1, 2001. Amended by: Acts 2005, 79th Leg., Ch. 268 (S.B. 6), Sec. 1.93(a), eff. September 1, 2005. Item 6A- 26 Acts 2007, 80th Leg., R.S., Ch. 263 (S.B. 103), Sec. 25, eff. June 8, 2007. Acts 2007, 80th Leg., R.S., Ch. 1037 (H.B. 1786), Sec. 1, eff. September 1, 2007. Acts 2007, 80th Leg., R.S., Ch. 1414 (H.B. 1385), Sec. 1, eff. September 1, 2007. Acts 2009, 81st Leg., R.S., Ch. 720 (S.B. 68), Sec. 4, eff. September 1, 2009. Acts 2009, 81st Leg., R.S., Ch. 720 (S.B. 68), Sec. 5, eff. September 1, 2009. Acts 2009, 81st Leg., R.S., Ch. 720 (S.B. 68), Sec. 19(1), eff. September 1, 2009. Acts 2011, 82nd Leg., R.S., Ch. 343 (H.B. 3051), Sec. 1, eff. September 1, 2011. Acts 2011, 82nd Leg., R.S., Ch. 1082 (S.B. 1178), Sec. 2, eff. September 1, 2011. Acts 2013, 83rd Leg., R.S., Ch. 161 (S.B. 1093), Sec. 22.001(30), eff. September 1, 2013. Acts 2013, 83rd Leg., R.S., Ch. 192 (S.B. 353), Sec. 1, eff. May 25, 2013. Acts 2013, 83rd Leg., R.S., Ch. 746 (S.B. 427), Sec. 1, eff. September 1, 2013. This section was amended by the 84th Legislature. Pending publication of the current statutes, see S.B. 219, 84th Legislature, Regular Session, for amendments affecting this section. Item 6A- 27 COMMISSIONER John J. Specia, Jr. TEXAS DEPARTMENT OF FAMILY AND PROTECTIVE SERVICES November 25, 2015 Camp Mania 1400 MAIN ST STE 210 SOUTHLAKE, TX 76092-7640 Operation #1610436 Camp Mania Dear Amy Bennett: Child Care Licensing has received your exemption request for Camp Mania located at 801 Shady Oaks Dr., Southlake, TX 76092. This program will operate Monday- Friday from 7:30am-6:30pm for children ages 5-12 during the summer and school holidays. You provided documentation that the standards of care had been adopted by ordinance on 11/03/2015. This program is exempt from licensure under Texas Administrative Code 745.115(3) a recreation program for elementary age (5-13 years) children with the following criteria: (A)A municipality operates the program; (B)The governing body of the municipality annually adopts standards of care by ordinance after a public hearing for such programs; (C)The program provides these standards to the parents of each program participant; (D)The ordinances include child/caregiver ratios, minimum employee qualifications, minimum building, health, and safety standards, and mechanisms for monitoring and enforcing the adopted local standards; (E)The program informs the parents that the state does not license the program; and (F) The program does not advertise itself as a child-care operation. Should you decide to change your program, you must contact me to determine if the changes will effect your exempt status. Though this exemption requires you to annually adopt the standards of care; if your program and location does not change there is no need to resubmit an exemption request every year. We appreciate your cooperation. Please feel free to contact me if you have any questions. Child-Care Licensing 1200 E COPELAND RD STE 400, ARLINGTON, TX 760 II Item 6A- 28 Camp Mania November 25, 2015 Page2 cc:file Child-Care Licensing 1200 E COPELAND RD STE 400, ARLINGTON, TX 76011 Item 6A- 29 COMMISSIONER H.L. Whitman, Jr. May 31,2017 TEXAS DEPARTMENT OF FAMILY AND PROTECTIVE SERVICES Camp Mania 1400 MAIN ST STE 210 SOUTHLAKE, TX 76092-7640 Operation #1656139 Camp Mania Dear Ashley Newhart: Child Care Licensing has received your exemption request for DFPS to determine whether the following program is exempt from DFPS regulation Camp Mania located at 307 Parkwood Dr., Southlake, TX 76092. Based on the information we reviewed, your program is exempt from DFPS regulation under HRC §42.041(b) (14). 40 TAC§745.115-Governmental Entity (3)Municipal Should you decide to change your program, you must contact your licensing representative so DFPS may determine if the change(s) will affect your exemption status. Failure to do so may lead DFPS to seek injunctive action and/or civil penalties against a person who: -Knowingly fails to meet or maintain an exemption and engages in activities that require a license or registration; or -Fails to inform DFPS of a change in status that would require the program to be licensed or registered. If you have any questions regarding this notification, please contact me at the number or address provided below. Sincerely, IN-J Child-Care Licensing 1200 E COPELAND RD STE 400, ARLINGTON, TX 76011 Item 6A- 30 Camp Mania May 31,2017 Page2 CONNIE PRESLEY Program Manager (817)792-4536 Child-Care Licensing 1200 E COPELAND RD STE 400, ARLINGTON, TX 76011 Item 6A- 31 M E M O R A N D U M October 31, 2023 To: Mayor and City Council From: Dennis Killough, Director of Planning and Development Services Subject: Ordinance No. 1280, 2nd Reading, adoption of the 2023 National Electrical Code. Action Requested: Conduct a public hearing and consider approval of the 2nd Reading of Ordinance No. 1280– Adopting the 2023 National Electrical Code (NEC). 1st Reading was approved on October 17, 2023 on Consent. Background Information: The Texas Electrical Safety and Licensing Act requires the Texas Department of Licensing and Regulation (TDLR) to adopt the latest edition of the National Electrical Code (NEC) as the electrical code for the State of Texas. TDLR has adopted the 2023 NEC as the electrical code for the State of Texas and established it as the "minimum standard" for all electrical work in Texas. The 2023 edition replaces the 2020 National Electrical Code. The effective date in the State is September 1, 2023. The purpose of this Ordinance is to bring the City’s adopted code in line with the minimum standards of the State and what the electrical trades are required to follow. The 2023 NEC was reorganized to consolidate all the code’s defined terms into an expanded Article 100 to help users locate critical content more quickly. There were added systems and equipment to the code that were not covered previously, and redundancies removed. Significant changes and highlights of the new NEC are as follows: • Now includes items such as bonding in “splash pads”, and additional hazardous locations. • GFCI protection expanded for specific appliances such as clothes dryers and microwaves. • Additional surge protections for multifamily, dorms, guest suites and nursing homes. • Alternative Energy systems regarding on-site power supplies and electric utility supplies; the delineation between power storage types. • Outside emergency disconnects for houses in case of emergency. • Electric vehicle power and supply equipment regulation updates. Staff Recommendation: Recommend approval of proposed Ordinance No. 1280. Page 2 Citizen Input: A SPIN Town Hall Forum for this item was held on October 10, 2023. Building Board of Appeals: The Building Board of Appeals recommended approval (5-0) of Ordinance No. 1280, adopting the 2023 National Electrical Code at their October 16, 2023 meeting. City Council Action: October 17, 2023; Approved 1st reading (7-0) on consent. Supporting Documents: Exhibit “A” Proposed Ordinance No. 1280 Exhibit “B” 2023 National Electrical Code (Not included in packet) Staff Contact: Dennis Killough – (817) 748-8072 Mike White – (817) 748-8230 Page 3 Exhibit “A” ORDINANCE NO. 1280 AN ORDINANCE ADOPTING THE 2023 EDITION OF THE NATIONAL ELECTRICAL CODE IN THE CITY OF SOUTHLAKE; PROVIDING A PENALTY CLAUSE; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERIBILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING FOR PUBLICATION IN PAMPHLET FORM; PROVIDING FOR PUBLICATION IN THE OFFICIAL NEWSPAPER; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Southlake is a home rule city acting under its charter adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, the City Council of the City of Southlake deems it necessary to adopt this ordinance governing requirements for the installation and maintenance of electrical systems including requirements for materials, in order to protect the health, safety and welfare of the citizens of the City of Southlake; and WHEREAS, the Texas Electrical Safety and Licensing Act requires the Texas Department of Licensing and Regulation (TDLR) to adopt the revised National Electrical Code (NEC) as the electrical code for the state of Texas; and WHEREAS, on September 1, 2023, the Texas Commission on Licensing and Regulation adopted the 2023 NEC as the electrical code for the state of Texas and established it as the “minimum standard” for all electrical work in Texas covered by the Act; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS: Page 4 SECTION 1 That the 2023 National Electrical Code, published by The National Fire Protection Association, is hereby adopted as the Electrical Code of the City of Southlake. A true and correct copy of this Code is referenced as Exhibit "A." SECTION 2 The material referenced as Exhibit “A” to this ordinance shall not be included in the formal municipal codification of ordinances but shall be maintained as a public record in the office of the City Secretary and will be available for public inspection and copying during regular business hours. SECTION 3 Any person, firm or corporation who violates, disobeys, omits. neglects or refuses to comply with or who resists the enforcement of any of the provisions of this ordinance shall be fined not more than Two Thousand Dollars ($2,000.00) for any violation invo lving zoning, fire, safety or public health and sanitation, including dumping or refuse, and shall be fined not more than five hundred dollars ($500) for any other violation of this ordinance. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 4 This ordinance shall be cumulative of all provisions of ordinances of the City of Southlake, Texas, except where the provisions of this ordinance are in direct conflict with the provisions of such ordinances, in which event the conflicting provisions of su ch ordinances are hereby repealed. SECTION 5 It is hereby declared to be the intention of the City Council that the phrases, clauses, sentences, paragraphs, and sections of this ordinance are severable, and if any phrase, clause sentence, paragraph or section of this ordinance shall be declared uncon stitutional by Page 5 the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional phrase, clause, sentence, paragraph or section. SECTION 6 All rights and remedies of the City of Southlake are expressly saved as to any and all violations of the provisions of any ordinances affecting the regulation and control of the use, occupancy, maintenance, repair, design, construction and quality of mate rials for buildings and structures within the City which have accrued at the time of the effective date of this ordinance; and, as to such accrued violations and all pending litigation, both civil and criminal, whether pending in court or not, under such ordinances, same shall not be affected by this ordinance but may be prosecuted until final disposition by the courts. SECTION 7 The City Secretary of the City of Southlake is hereby authorized to publish this ordinance in book or pamphlet form for general distribution among the public, and the operative provisions of this ordinance as so published shall be admissible in evidence in all courts without further proof than the production thereof. The City Secretary of the City of Southlake is hereby directed to publish in the official newspaper of the City of Southlake, the caption, penalty clause, publication clause and effective date of this ordinance one time within ten days after passage of this ordinan ce, as required by Section 3.13 of the Charter of the City of Southlake. SECTION 8 This ordinance shall be in full force and effect from and after its passage and publication as required by law and is so ordained. Page 6 PASSED AND APPROVED on the 1st reading the 17th day of October 2023. CITY OF SOUTHLAKE By: ______________________________ John Huffman, Mayor ATTEST: _________________________________ Amy Shelley – TRMC City Secretary PASSED AND APPROVED on the 2nd reading the 7th day of November 2023. CITY OF SOUTHLAKE By: ______________________________ John Huffman, Mayor ATTEST: _________________________________ Amy Shelley – TRMC City Secretary APPROVED AS TO FORM: _________________________________ City Attorney City of Southlake, Texas EXHIBIT “B” RESERVED FOR 2023 NATIONAL ELECTRICAL CODE (Separate document) Page 7 2nd Reading, Adoption of the 2023 National Electrical Code Item 6B National Electrical Code •Includes items such as bonding in “splash pads” and additional hazardous locations •Expanded GFCI protection for specific appliances such as clothes dryers and microwaves •Additional surge protections for multifamily, dorms, guest suites, and nursing homes •Alternative energy systems regarding on-site power supplies and electric utility supplies •Outside emergency disconnects for houses •Updated electric vehicle power and supply equipment regulations Highlights As building safety professionals, our goal is to protect the public through a commitment to building safety. Adopting the most current codes ensures all construction is a safe as possible. Building Safety Schedule & Actions •October 10, 2023 – SPIN •October 16, 2023 – Building Board of Appeals recommended approval (5-0) •October 17, 2023 – City Council 1st Reading, approved (7-0) on consent •November 7, 2023 – City Council 2nd Reading (Public Hearing) Questions? Case No. ZA23-0008 S T A F F R E P O R T October 31, 2023 CASE NO: ZA23-0008 PROJECT: Zoning Change and Site Plan for Southlake Marketplace EXECUTIVE SUMMARY: Kirkman Engineering, on behalf of SL Marketplace Partners LP is requesting approval of a Zoning Change and Site Plan for Southlake Marketplace located on a property described as Lots 5, 6, and 7, Block 1 of the Southlake Crossing Phase 2, City of Southlake, Tarrant County, Texas and located at 2001 – 2225 W Southlake Blvd., Southlake, Texas. Current Zoning: “C-3” General Commercial Zoning. Proposed Zoning: “S-P-1” Detailed Site Plan Zoning. SPIN Neighborhood #10. DETAILS: The property is located on the south side of W. Southlake Boulevard approximately 615 feet southeast of the intersection of W. Southlake Boulevard and Davis Boulevard. The purpose of this zoning change is to adopt a “S-P-1” Detailed Site Plan District with “C-3” General Commercial Zoning District uses. There are many proposed modifications throughout the parking field including lighting improvements, landscape improvements and construction of a new restaurant. With these adjustments, the impervious coverage is to remain virtually the same while increasing the number of parking spaces. The applicant is also proposing “Birdcall”, an approximately 2,600 SF drive-thru restaurant adjacent to W. Southlake Boulevard. The building will substantially conform to the elevations and rendering provided. Since the First Reading of this request, the applicant has submitted an elevation for “Rise Souffle” for consideration. Proposed are façade revisions and a 683 square foot extension of the dining area. It is understood that this will be a flexible indoor/outdoor dining area with large windows that will open onto the neighboring green area. “S-P-1” REGULATIONS REQUESTED: Since the First Reading of this Zoning Change and Site Plan, it has become apparent that there may be several minor façade improvements needed for individual tenants in the future. To avoid rezoning the site as “S-P-1” Detailed Site Plan for each individual change that is not within the scope of Administrative Approval, a regulation is proposed to allow for minor changes through the standard Site Plan approval process. Case No. ZA23-0008 Impervious coverage should not exceed 75% in “C-3” zoning. Even with added parking and a new building, the applicant is retaining the existing impervious coverage of 78% by redesigning parking islands and realigning parking spaces throughout the site. The applicant is proposing 579 parking spaces. 561 spaces are provided currently. The Site Plan now shows 634 spaces required based on net usable floor area, considering 25,000 square feet for restaurant uses and 92,000 square feet for other retail uses. The proposed 578 parking spaces are an approximately 9% variance to the required number of spaces. The Corridor Overlay District requires “architecturally significant” columns. The regulations provide for the columns shown in the plans and rendering. Also noted is the flat roof. Roofs on buildings less than 6,000 square feet are required to be hipped. The applicant requests approval of the building as presented. The Landscape Plan shows minor variations, including three landscape islands slightly smaller than required. Two are located at the ends of the parking row immediately south of the “Birdcall”, and the third is located at the far northern portion of the site. Also, though the Landscape Plan shows “bermuda grass” to be used throughout the development, the applicant points out “Turf” on the Landscape Plan to show potential locations for artificial turf. This is also now written in the Development Regulations. ACTION NEEDED: 1) Hold a Public Hearing 2) Consider 2nd Reading Approval ATTACHMENTS: (A) Background Information (B) Vicinity Map (C) Plan Review Summary No. 6, dated October 31, 2023 (D) Surrounding Property Owners Map and Responses (E) Ordinance No. 480-804 Full Size Plans (for Commission and Council members only) PowerPoint Presentation Narrative TIA Plans Development Regulations STAFF CONTACT: Reagan Rothenberger (817) 748-8602 Dennis Killough (817) 748-8072 Case No. Attachment A ZA23-0008 Page 1 BACKGROUND INFORMATION OWNER/APPLICANT: SL Marketplace Partners LP PROPERTY SITUATION: 2001 – 2125 W Southlake Blvd, Southlake, TX 76092 LEGAL DESCRIPTION: 5, 6, and 7, Block 1 of the Southlake Crossing Phase 2 LAND USE CATEGORY: Retail Commercial CURRENT ZONING: “C-3” General Commercial PROPOSED ZONING: “S-P-1” Detailed Site Plan District HISTORY: The subject property was annexed into the City of Southlake in 1957 per Ordinance 78. Zoning change from “AG” to “L-2” was approved in 1988. “C-3” General Commercial District zoning was approved with the adoption of the Zoning Ordinance No 480 and the official Zoning Map on September 19, 1989. On July 6, 1995, the Planning and Zoning Commission approved the Final Plat for Lots 5, 6, 7, and 8, Block 1 of the Southlake Crossing Phase II. In January 2000, the Site Plan for Southlake Marketplace was approved by City Council. SOUTHLAKE COMPREHENSIVE PLAN: Consolidated Future Land Use Plan The future land use designation for the site is Retail Commercial. Purpose and Definition: The Retail Commercial category is a lower‐ to medium‐intensity commercial category providing neighborhood‐type retail shopping facilities and general commercial support activities. It is intended to provide limited local retail and/or office uses which serve neighborhoods in close proximity. It is intended that all uses in this category will be compatible with adjacent single family uses, thereby maintaining the character and integrity of existing neighborhoods. This category is intended to encourage comprehensively planned developments. In areas where the Retail Commercial designation is adjacent to residentially zoned properties or areas with a residential designation on the Land Use Plan, lower intensity activities such as office or office‐related uses should be planned adjacent to the residential uses. Other suitable activities are those permitted in the Public Parks/Open Space, Public/Semi‐Public, and Office Commercial categories previously discussed. Pathways Master Plan & Sidewalk Plan Per the Southlake Mobility Plan under the Pathways Plan, a greater than 8’ trail is required along the boundary of this property. This path currently Case No. Attachment A ZA23-0008 Page 2 exists. TRANSPORTATION ASSESSMENT: Area Road Network and Conditions The lots have direct access to Southlake Boulevard, a 130’ divided 6-lane Arterial Street. Traffic Impact A Traffic Impact Analysis (TIA) conducted by Lee Engineering was reviewed by Teague Nall and Perkins, Inc. (TNP) who have no reservations with the City’s acceptance of this study. The study focused on the impact of the proposed Birdcall Restaurant. The study estimates an additional 62 mid-day peak hour one-way trips and 36 evening peak hour one-way trips. It is estimated the entire Southlake Marketplace development sees approximately 7,200 trips per day in total. TREE PRESERVATION: There is 41% of existing tree cover on the site, and a minimum of 50% of the existing tree cover is required to be preserved. A maximum of 13.6% is proposed to be removed, and a minimum of 86.40% is proposed to be preserved. UTILITIES: The site is served by an 6-inch Sanitary Sewer Line and an 12-inch Water Main. CITIZEN INPUT: This project was heard at the February 7, 2022 Corridor Planning Committee Meeting and the January 10, 2023 SPIN Meeting. PLANNING AND ZONING COMMISSION ACTION: September 21, 2023; APPROVED (7-0) subject to Staff Report dated September 15, 2023 and Plan Review Summary No. 4, dated September 15, 2023, and noting approval of all variances presented. CITY COUNCIL ACTION: October 3, 2023; APPROVED (7-0), 1st Reading, subject to Staff Report dated September 26, 2023, and Plan Review Summary No. 4, dated September 15, 2023, and approving “S-P-1” regulations and variances as presented to include: • Impervious Coverage of 77.92% approved when 75% permitted. • 578 parking spaces permitted while 634 are required. • Landscape Plan was approved as shown. • Canopy columns approved though considered “not architecturally significant” per Corridor Overlay Requirements. STAFF COMMENTS: Attached is the Site Plan Review Summary No. 6, dated October 31, 2023. Case No. Attachment B ZA23-0008 Page 1 Case No. Attachment D ZA23-0008 Page 2 SITE PLAN REVIEW SUMMARY Case No.: ZA23-0008 Review No.: Six Date of Review: 10/31/2023 Project Name: Site Plan & Zoning Change – Southlake Marketplace APPLICANT: OWNER: Kirkman Engineering - Sydney Foster Sl Marketplace Partners LP – Buck Wheeler 5200 State Highway 121 4809 Cole Ave., STE 330 Southlake, TX 75062 Dallas, TX Phone: 817-488-4969 Phone: 214-960-2818 Email: Sydney.foster@truske.com Email: buck@shopcompanies.com CITY STAFF HAS REVIEWED THE ABOVE REFERENCED PROJECT RECEIVED BY THE CITY ON 10/9/23 and 10/27/23 AND WE OFFER THE FOLLOWING STIPULATIONS. THESE STIPULATIONS ARE HEREBY MADE CONDITIONS OF SITE PLAN APPROVAL UNLESS SPECIFICALLY AMENDED BY THE CITY COUNCIL. IF YOU HAVE ANY QUESTIONS OR NEED FURTHER CLARIFICATION, PLEASE CONTACT REAGAN ROTHENBERGER AT (817) 748-8602. 1. A revised Site Plan was provided on October 27, 2023 with minor amendments, adding a parking space and a small addition to a proposed restaurant. Revise all related documents to show the changes reflected on the Site Plan. • It is noted that S-P-1 regulations permit an Impervious Coverage of 78% and 578 parking spaces, both variations from the Zoning Ordinance but are existing conditions of the site. A variances to the Landscape Ordinance is noted. A regulation permitting the proposed columns on the Birdcall Building is noted. Elevations are simpler in nature. The building shall generally conform the elevations and renderings provided. Parking variance of approximately 9% is noted. • The new regulation regarding Site Plan approvals is noted and reads as follows: “In order to streamline approvals for future minor alterations to the site, SHOP Development proposes the following: Façade improvements and related minor adjustments to existing buildings on the site that do not fall within the scope of Administrative Approval may be processed as a standard Site Plan per Section 40 of the Zoning Ordinance. Any addition of uses, construction of new buildings, additions that increase impervious coverage, or changes that otherwise conflict with these adopted Development Regulations shall be processed per Section 31 of the Zoning Ordinance as a Detailed Site Plan.” Case No. Attachment D ZA23-0008 Page 3 Tree Conservation/Landscape Review 1. Although the existing trees proposed to be removed are required landscaping planted to comply with the Landscape Ordinance requirements, the proposed tree preservation complies with the existing tree cover preservation requirements of the Tree Preservation Ordinance. There is 41% of existing tree cover on the site, and a minimum of 50% of the existing tree cover is required to be preserved. A maximum of 13.6% is proposed to be removed, and a minimum of 86.40% is proposed to be preserved. * Except as provided by subsection 7.2.b. of the Tree Preservation Ordinance, a Tree Conservation Analysis or Tree Conservation Plan shall be approved if it will preserve existing tree cover in accordance with the percentage requirements established by Table 2.0. If the property has previously received a tree permit related to development, the percentage of existing tree cover at the time the first such permit was issued shall be used to calculate the minimum existing tree cover that must be preserved under this section. Table 2.0 – Existing Tree Cover Preservation Requirements Percentage of existing tree cover on the entire site Minimum percentage of the existing tree cover to be preserved* 0% – 20% 70% 20.1 – 40% 60% 40.1% - 60% 50% 60.1% - 80% 40% 80.1% - 100% 30% *The minimum percentage of existing tree cover to be preserved shall exclude any area in public rights-of-way as approved by City Council. For property sought to be zoned for the Downtown zoning district or a planned development zoning district, including an S-P-1 Site Plan, S-P-2 Site Plan, Transition, Rural Conservation, Planned Unit Development, or Employment Center zoning district, the City Council shall consider the application for a Conservation Analysis or Plan in conjunction with the corresponding development application (as established in Table 1.0). The Planning and Zoning Commission shall review the application and make a recommendation to the City Council regarding the application. The City Council shall approve the Plan or Analysis if the Council finds that the Plan or Analysis provides for the: i. placement of building pads, parking areas, driveways, streets, and utility easements so as to maximize the preservation of environmental features of the property including mature tree stands, natural creeks and ponds, and significant grades; ii. maximizes the preservation of tree cover preservation areas indicated on the Environmental Resource Protection Map; iii. maximizes the preservation of existing tree stands with the potential to buffer residential areas from the noise, glare, and visual effects of nonresidential uses; iv. maximizes the preservation of existing trees, if any, adjoining a natural or man-made drainage creek; Case No. Attachment D ZA23-0008 Page 4 v. maximizes the preservation of existing protected trees along rural roadways and other streets as identified and prioritized in the Street Typology designation; and vi. mitigation of altered trees through proposed tree replacement procedures pursuant to this Ordinance. LANDSCAPE COMMENTS: 1. The two proposed parking landscape islands on the west side of the proposed new building, and the reconfigured island in the northwest corner of Lot 7, Block 1 are narrower than the minimum required width. All new parking lot islands shall have a minimum width of 12’ back-to-back if curbed or 13’ edge-to-edge if no curb is intended and shall be equal to the length of the parking stall. SP1 Regulations Noted 2. The reconfigured parking landscape islands are proposed to contain turf grass. All parking planter islands in parking areas shall contain a minimum of one (1) canopy tree with the remaining area in shrubs, ground cover, ornamental grasses, or seasonal color. Planter islands which have light poles for lighting the parking areas may substitute two (2) understory/accent trees for the required canopy tree. SP1 Regulations Noted * The square footage of the proposed building is less than 30% of the square footage of the existing building, and less than 5,000 square feet. New construction intended to increase the square footage by less than 30% of the existing building or less than 5,000 square feet shall be required to meet the requirements herein only as it pertains to the square footage of the new construction. * Indicates informational comment. # Indicates required items comment. E-mail: kmartin@ci.southlake.tx.us Keith Martin Landscape Administrator Phone: (817) 748-8229 Case No. Attachment D ZA23-0008 Page 5 Public Works/Engineering Review GENERAL COMMENTS: No Comments Sandra Endy, P.E. Development Engineer Phone: (817) 748-8033 E-mail: sendy@ci.southlake.tx.us Case No. Attachment D ZA23-0008 Page 6 Fire Department Review 1. If the occupancy is classified as an “A-2” restaurant, an automatic fire suppression system will be required if the fire area exceeds 5,000 square feet or a total occupant load of 100 or more persons. Also, an automatic fire alarm system will then be required to monitor the fire suppression system. Kelly Clements Deputy Fire Chief/Fire Marshal Phone: (817) 748-8233 E-mail: kclements@ci.southlake.tx.us Case No. Attachment D ZA23-0008 Page 7 General Informational Comments * The Development Review Committee (DRC) has determined that this pre-submittal is sufficient for formal consideration by the Planning and Zoning Commission (P&Z). A formal submittal must be received at the City by 5:00 P.M. on by the submittal deadline shown on the City’s approved submittal and meeting schedule. A pdf of each plan must be submitted. * All mechanical equipment must be screened of view from right-of-ways and residential properties in accordance with the Zoning Ordinance No. 480, as amended. * All lighting must comply with the Lighting Ordinance No. 693, as amended. * All development must comply with the Drainage Ordinance No. 605 and the Erosion and Sediment Control Ordinance No. 946, as amended. * Development must comply with all requirements in Zoning Ordinance No. 480, Section 43, Overlay Zones. * In addition to the City of Southlake impact fees, please be aware that through the wholesale water customer contract with the City of Fort Worth, all new water connections are required to pay the City of Fort Worth impact fee. The City of Fort Worth impact fee assessment is based on the final plat recordation date and building permit issuance. The applicant is encouraged to review the City of Fort Worth's assessment and collection of Impact Fees Guide to determine the fee amount. * Denotes Informational Comment Case No. Attachment D ZA23-0008 Page 8 General Informational Comments * The Development Review Committee (DRC) has determined that this pre-submittal is sufficient for formal consideration by the Planning and Zoning Commission (P&Z). A formal submittal must be received at the City by 5:00 P.M. on by the submittal deadline shown on the City’s approved submittal and meeting schedule. A pdf of each plan must be submitted. * All mechanical equipment must be screened of view from right-of-ways and residential properties in accordance with the Zoning Ordinance No. 480, as amended. * All lighting must comply with the Lighting Ordinance No. 693, as amended. * All development must comply with the Drainage Ordinance No. 605 and the Erosion and Sediment Control Ordinance No. 946, as amended. * Development must comply with all requirements in Zoning Ordinance No. 480, Section 43, Overlay Zones. * In addition to the City of Southlake impact fees, please be aware that through the wholesale water customer contract with the City of Fort Worth, all new water connections are required to pay the City of Fort Worth impact fee. The City of Fort Worth impact fee assessment is based on the final plat recordation date and building permit issuance. The applicant is encouraged to review the City of Fort Worth's assessment and collection of Impact Fees Guide to determine the fee amount. * Denotes Informational Comment Case No. Attachment D ZA23-0008 Page 9 SURROUNDING PROPERTY OWNERS MAP SPO # Owner Zoning Physical Address Acreage Response 1 SAN DIEGO RENTALS LLC C3 1959 W SOUTHLAKE BLVD 1.06 NR 2 KICKAPOO INVESTMENTS LTD C2 2000 W SOUTHLAKE BLVD 0.46 NR 3 SL MARKETPLACE PARTNERS LP C3 2025 W SOUTHLAKE BLVD 1.02 NR 4 PROSPEROUS FUTURE, LLC C3 1957 W SOUTHLAKE BLVD 0.00 NR 5 HCCP PROPERTY PARTNERS LLC C3 170 PLAYERS CIR 0.15 NR 6 SOUTHLAKE, CITY OF SP1 2100 W SOUTHLAKE BLVD 0.62 NR 7 BARGER EQUITY GROUP LLC C3 220 PLAYERS CIR 0.80 NR 8 COMPASS BANCSHARES INC C2 2200 W SOUTHLAKE BLVD 0.15 NR 9 250 PLAYER CIRCLE LLC C3 250 PLAYERS CIR 2.06 NR 10 SLM DUNHILL LLC C3 2155 W SOUTHLAKE BLVD 1.08 NR 11 STORE MASTER FUNDING XIV LLC SP1 2201 W SOUTHLAKE BLVD 3.37 NR 12 HILL, CURTIS B SF20A 515 INDIAN PAINTBRUSH WAY 0.39 NR Case No. Attachment D ZA23-0008 Page 10 13 HAFEEZ, ABDUL SF20A 519 INDIAN PAINTBRUSH WAY 0.54 NR 14 HAIDER, MAUNAWAR SF20A 523 INDIAN PAINTBRUSH WAY 0.55 NR 15 BROWN, MICHAEL SF20A 1900 SHOOTING STAR LN 0.46 NR 16 THILL, THOMAS C SF20A 1904 SHOOTING STAR LN 0.45 NR 17 SPRINGS, WILLIAM A SF20A 1908 SHOOTING STAR LN 0.44 NR 18 CHANG, CHENG SF20A 527 INDIAN PAINTBRUSH WAY 0.52 NR 19 FRASER, TONYA SF20A 1912 SHOOTING STAR LN 0.17 NR 20 SHARMA, VIPIN SF20A 1903 SHOOTING STAR LN 0.04 NR 21 SOLEDAD, KING SF20A 1905 SHOOTING STAR LN 0.03 NR 22 IQBAL, AHMED SF20A 1909 SHOOTING STAR LN 0.46 NR 23 CRAFTON, ADAM L SF20A 601 INDIAN PAINTBRUSH WAY 0.45 NR 24 FRITZ, MARK RICHARD SF20A 600 INDIAN PAINTBRUSH WAY 0.54 NR 25 PARR, JOSEPH SF20A 520 INDIAN PAINTBRUSH WAY 0.51 NR 26 IVEY, BRIAN SF20A 524 INDIAN PAINTBRUSH WAY 0.50 NR 27 SURAVARAM, SMITHA SF20A 516 INDIAN PAINTBRUSH WAY 0.74 NR 28 MYERS MEADOW HOMEOWNERS ASSN RPUD 100 MEADOWLARK LN 10.78 NR 29 HOLIDAN INVESTMENTS INC C2 2210 W SOUTHLAKE BLVD 1.04 NR 30 SHAW, JACK A SF20A 511 INDIAN PAINTBRUSH WAY 0.56 NR 31 BLUE PEACHES LLC C3 251 PLAYERS CIR 0.98 NR 32 POREDDY, KALPANA SF20A 1916 SHOOTING STAR LN 0.61 NR 33 SLM DUNHILL LLC C3 2225 W SOUTHLAKE BLVD 2.63 NR 34 OKAFO, NNEKA TZD 300 WINDING RIDGE TRL 0.30 NR 35 MYERS MEADOW HOMEOWNERS ASSN RPUD 1970 W SOUTHLAKE BLVD 4.22 NR 1000 SLM DUNHILL LLC C3 2001 W SOUTHLAKE BLVD 2.40 U 1001 SLM DUNHILL LLC C3 2055 W SOUTHLAKE BLVD 0.82 U 1002 SLM DUNHILL LLC C3 2101 W SOUTHLAKE BLVD 9.11 U Responses: F: In Favor O: Opposed U: Undecided NR: No Response Notices Sent: Thirty-eight (38) Responses Received within 300’: In Favor: Opposed: Undecided: No Response: Case No. Attachment E ZA23-0008 Page 1 SURROUNDING PROPERTY OWNERS’ RESPONSES None Received by 10/31/2023 Case No. Attachment F ZA23-0008 Page 1 CITY OF SOUTHLAKE, TEXAS ORDINANCE NO. 480-804 AN ORDINANCE AMENDING ORDINANCE NO. 480, AS AMENDED, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF SOUTHLAKE, TEXAS; GRANTING A ZONING CHANGE ON LOTS 5, 6, AND 7, BLOCK 1 OF THE SOUTHLAKE CROSSING PHASE 2, CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS AND MORE FULLY AND COMPLETELY DESCRIBED IN EXHIBIT “A” FROM “C-3” GENERAL COMMERCIAL DISTRICT TO “S-P-1” DETAILED SITE PLAN DISTRICT , AS DEPICTED ON THE APPROVED SITE PLAN ATTACHED HERETO AND INCORPORATED HEREIN AS EXHIBIT “B”, SUBJECT TO THE SPECIFIC REQUIREMENTS CONTAINED IN THIS ORDINANCE; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; DETERMINING THAT THE PUBLIC INTEREST, MORALS AND GENERAL WELFARE DEMAND THE ZONING CHANGES AND AMENDMENTS HEREIN MADE; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL ORDINANCES; PROVIDING A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY FOR VIOLATIONS HEREOF; PROVIDING A SAVINGS CLAUSE; PROVIDING FOR PUBLICATION IN THE OFFICIAL NEWSPAPER; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Southlake, Texas is a home rule City acting under its Charter adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Texas Local Government Code; and, WHEREAS, pursuant to Chapter 211 of the Local Government Code, the City has the authority to adopt a comprehensive zoning ordinance and map regulating the location and use of buildings, other structures and land for business, industrial, residential, and other purposes, and to amend said ordinance and map for the purpose of promoting the public health, safety, morals and general welfare, all in accordance with a comprehensive plan; and, WHEREAS, the hereinafter described property is currently zoned as “C-3” GENERAL COMMERCIAL ZONING DISTRICT under the City’s Comprehensive Zoning Ordinance; and, Case No. Attachment F ZA23-0008 Page 2 WHEREAS, a change in the zoning classification of said property was requested by a person or corporation having a proprietary interest in said property; and, WHEREAS, the City Council of the City of Southlake, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether these changes should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the sites; safety from fire hazards and damages; noise producing elements and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off- street parking facilities; location of ingress and egress points for parking and off-street loading spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health ad the general welfare; effect on light and air; effect on the over-crowding of the land; effect on the concentration of population, and effect on transportation, water, sewerage, schools, parks and other public facilities; and, WHEREAS, the City Council of the City of Southlake, Texas, further considered among other things the character of the districts and their peculiar suitability for particular uses and the view to conserve the value of the buildings, and encourage the most appropriate use of the land throughout this City; and, WHEREAS, the City Council of the City of Southlake, Texas, does find that there is a public necessity for the zoning changes, that the public demands them, that the public interest clearly requires the amendments, and that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed Case No. Attachment F ZA23-0008 Page 3 at the time their original investment was made; and, WHEREAS, the City Council of the City of Southlake, Texas, does find that the changes in zoning lessen the congestion in the streets, helps secure safety from fire, panic, and other dangers, promotes the health and the general welfare, provides adequate light and air, prevents the over-crowding of land, avoids undue concentration of population, and facilitates the adequate provision of transportation, water, sewerage, schools, parks and other public requirements; and, WHEREAS, the City Council of the City of Southlake, Texas, has determined that there is a necessity and need for the changes in zoning and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the tract or tracts of land requested for a change since the tract or tracts of land were originally classified and therefore feels that the respective changes in zoning classification for the tract or tracts of land are needed, are called for, and are in the best interest of the public at large, the citizens of the city of Southlake, Texas, and helps promote the general health, safety and welfare of the community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS: SECTION 1. That Ordinance No. 480, the Comprehensive Zoning Ordinance of the City of Southlake, Texas, passed on the 19th day of September, 1989, as originally adopted and amended, is hereby amended so that the permitted uses in the hereinafter described areas be altered, changed and amended as shown and described below: Being described as … as depicted on the approved Site Plan attached hereto and incorporated herein as Exhibit “B”, and subject to the following conditions: 1. List any conditions Case No. Attachment F ZA23-0008 Page 4 SECTION 2. That the City Manager is hereby directed to correct the Official Zoning map of the City of Southlake, Texas, to reflect the herein changes in zoning. SECTION 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said Zoning Ordinance and all other applicable and pertinent ordinances for the City of Southlake, Texas. All existing sections, subsections, paragraphs, sentences, words, phrases and definitions of said Zoning Ordinance are not amended hereby, but remain intact and are hereby ratified, verified, and affirmed. SECTION 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting the health, safety, morals and the general welfare of the community. They have been designed, with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to provide adequate light and air; to prevent over-crowding of land; to avoid undue concentration of population; and to facilitate the adequate provision of transportation, water, sewerage, drainage and surface water, parks and other commercial needs and development of the community. They have been made after a full and complete hearing with reasonable consideration among other things of the character of the district and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. SECTION 5. That this ordinance shall be cumulative of all other ordinances of the City of Southlake, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in Case No. Attachment F ZA23-0008 Page 5 those instances where provisions of those ordinances are in direct conflict with the provisions of this ordinance. SECTION 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of said tract or tracts of land described herein. SECTION 7. Any person, firm or corporation who violates, disobeys, omits, neglects or refuses to comply with or who resists the enforcement of any of the provisions of this ordinance shall be fined not more than Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 8. All rights and remedies of the City of Southlake are expressly saved as to any and all violations of the provisions of Ordinance No. 480, as amended, or any other ordinances affecting zoning which have accrued at the time of the effective date of this ordinance; and, as to such accrued violations and all pending litigation, both civil and criminal, whether pending in court or not, under such ordinances, same shall not be affected by this ordinance but may be prosecuted until final disposition by the courts. SECTION 9. The City Secretary of the City of Southlake is hereby directed to publish the proposed ordinance in its entirety on the City website together with a notice setting out the time and place for a public hearing thereon at least ten (10) days before the second reading of this ordinance, and it this ordinance provides for the imposition of any penalty, fine or forfeiture for any violation Case No. Attachment F ZA23-0008 Page 6 of any of its provisions, then the City Secretary shall additionally publish this ordinance in the official City newspaper one time within ten (10) days after passage of this ordinance, as required by Section 3.13 of the Charter of the City of Southlake. SECTION 10. This ordinance shall be in full force and effect from and after its passage and publication as required by law, and it is so ordained. PASSED AND APPROVED on the 1st reading the _____ day of _____, 2023. _________________________________ MAYOR ATTEST: _________________________________ CITY SECRETARY PASSED AND APPROVED on the 2nd reading the _____ day of _______, 2023. ________________________________ MAYOR ATTEST: ________________________________ CITY SECRETARY APPROVED AS TO FORM AND LEGALITY: _________________________________ Case No. Attachment F ZA23-0008 Page 7 CITY ATTORNEY DATE:___________________________ ADOPTED:_______________________ EFFECTIVE:______________________ Case No. Attachment F ZA23-0008 Page 8 EXHIBIT “A” Lots 5, 6, and 7, Block 1 of the Southlake Crossing Phase 2, City of Southlake, Tarrant County, Texas Case No. Attachment F ZA23-0008 Page 9 EXHIBIT “B” Reserved for previously approved Site Plan Southlake Marketplace City of Southlake Planning & Zoning Meeting September 21, 2023 TABLE OF CONTENTS • Existing Proper ty Conditions • Proposed Improvements o Common Area Improvements o New Greenspace & Patio Areas o New Restaurant Building o Façade Improvements • Social, Environmental & Economic Metrics • Leasing Update SHOP Development works on projects that make an impact beyond real estate. At SHOP, we measure our success in terms of improvements to the Social, Environmental and Economic health of the communities that we work with. EXISTING PROPERTY EXISTING CONDITIONS • Inefficient Entry Points to Shopping Center • Poor Wayfinding & Signage • Lack of Trees at Parking Lot • Lack of Outdoor Social Spaces • Dated Storefront Facade • Poor Street Presence • Minimal Landscape • Not Pedestrian Friendly COMMON AREA IMPROVEMENTS COMMON AREA IMPROVEMENTS BEFORE PROPOSED NEW GREENSPACE & PATIO AREAS NEW GREENSPACE & PATIO AREAS Patio with Cafe Seating and Railing Overhead Decorative Pergola Planted Area Pedestrian Walkway Open Lawn with String Lights Decorative Screen Wall 1 1 1 2 2 3 3 4 5 66 4 5 LEGEND 0 10’ 20’40’ SCALE: 1”= 20’ N NEW GREENSPACE & PATIO AREAS BEFORE PROPOSED NEW RESTAURANT BUILDING NEW RESTAURANT BUILDING BEFORE PROPOSED SOUTHLAKE BLVD SOUTHLAKE BLVD • Addition of 3,500 SF of outdoor patio seating • Improvement to pedestrian scale experience • Heat island reduction by removing existing parking lot and replacing with open space and additional canopy trees • Addition of 33 canopy trees, increasing carbon sequestration by 23,727 pounds a year and reducing stormwater runof f by 37,257 gallons a year in 20 years • Addition of 8,270 SF of planted area • New full and part-time job creation • Increased Net Operating Income drives significant incremental ad valorem and sales tax revenue • Improves values of surrounding residential and commercial properties • Attracts (net) new tenants to Southlake • Reinvestment supports existing area business METRICS OF PROPOSED IMPROVEMENTS LEASING UPDATE Southlake Marketplace City of Southlake September 21, 2023 THANK YOU Southlake 2035 Corridor Planning Committee Meeting Report Meeting 36 – February 7, 2022 MEETING LOCATION: 1400 Main St., Southlake, Texas 76092 City Council Chambers IN ATTENDANCE: • City Council Members: Randy Robbins, Kathy Talley, Amy Torres-Lepp • Planning & Zoning Commission Members: Daniel Kubiak, Gina Phalen, Michael Springer • Park Board Member: Frances Scharli • Ex-Officio Member: Shawn McCaskill • City Staff: Ken Baker, Dennis Killough, Patty Moos, Madeline Oujesky AGENDA ITEMS: 1. Call to Order. 2. Administrative Comments. 3. Review, discuss and make recommendations on the development of approximately 5 acres of land for retail, restaurant and office development located at 2300 E. SH 114, 411 N. Kimball Ave. and 328 Shady Ln., generally located on the north side of E. SH 114, between N. Kimball Ave. and Shady Ln. 4. Review, discuss and make recommendations on the development of approximately 5 acres for Dragon Auto Spa car wash located at 2300 E. SH 114, 411 N. Kimball Ave. and 328 Shady Ln., generally located on the north side of E. SH 114, between N. Kimball Ave. and Shady Ln. 5. Review, discuss and make recommendations on a proposed 9 lot single family residential development on approximately 5.4 acres located at 101 Highland Street. 6. Review, discuss and make recommendations on a proposed mixed use development including office uses and 13 single family residential lots located at 8850 Davis Boulevard. 7. Review, discuss and make recommendations on a proposed 4 lot single family residential development on approximately 4.5 acres located at 4078 N. White Chapel Blvd. 8. Review, discuss and make recommendations for proposed changes to the Southlake Marketplace (aka Southlake Crossing) retail center located at 2225, 2155, 2101, 2055, and 2001 W. Southlake Blvd. The proposal excludes 2201 W. Southlake Blvd. (Urban Air), 2255 W. Southlake Blvd. (Dunkin Donuts), and 125 Davis Blvd. (Texas Health Breeze Urgent Care) which are also within the Southlake Marketplace shopping center. 9. Review, discuss and make recommendations for the proposed development of a restaurant, retail and a brewery / taproom with outdoor amenities on approximately 5.92 acres located at 200 Davis Blvd. 10. Review, discuss and make recommendations for the proposed development of Green Acres Nursery & Supply on approximately 14.2 acres located at 1963 W. Southlake Blvd. 11. Review, discuss and make recommendations for the proposed development of The Vet Gal and Guys vet clinic on approximately 0.9 acres located at 1481 E Continental Blvd. (1400 E. E. Continental Blvd. per TAD). 12. Adjournment. MEETING OVERVIEW: On February 7, 2022 the Southlake 2035 Corridor Planning Committee held their thirty-sixth meeting. The Committee was sent a packet of materials prior to the meeting that were to be discussed during the session. A meeting agenda was posted, and the meeting time was advertised on the City’s website. The following meeting report focuses on discussion points made during the meeting by members of the Committee, public and City staff. This report is neither verbatim nor does it represent official meeting minutes; rather it serves to inform elected and appointed officials, City staff, and the public of the issues and questions raised by the Committee, City staff, and any attendees of the meeting . Interested parties are strongly encouraged to follow development cases through the process. Please visit CityofSouthlake.com/Planning for more information. Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 3 ITEM #8 DISCUSSION – Review, discuss and make recommendations for proposed changes to the Southlake Marketplace (aka Southlake Crossing) retail center located at 2225, 2155, 2101, 2055, and 2001 W. Southlake Blvd. The proposal excludes 2201 W. Southlake Blvd. (Urban Air), 2255 W. Southlake Blvd. (Dunkin Donuts), and 125 Davis Blvd. (Texas Health Breeze Urgent Care) which are also within the Southlake Marketplace shopping center. Staff presentation: Ken Baker • The proposal is within the areas outline in blue (16.1 acres). The proposal excludes 2201 W. Southlake Blvd. (Urban Air), 2255 W. Southlake Blvd. (Dunkin Donuts), and 125 Davis Blvd. (Texas Health Breeze Urgent Care) which are also within the Southlake Marketplace shopping center. • Future Land Use – Retail Commercial • Zoning – C3 • The applicant’s submission materials outline the proposed changes to the shopping center. The applicant indicates that Southlake Market place has several challenges including vehicular access, poor wayfinding, lack of trees in the parking areas, lack of outdoor social spaces, dated storefronts, poor street presence, minimal landscaping and not pedestrian friendly. • Proposed improvements to the shopping area and include: o 1) intersection improvements (pages 9-10) o 2) improved entry and arrival experience (pages 11 -13 o 3) expanded open spaces/ 2 new retail building (pages 14 - 16) o 4) outdoor patio areas (pages 17-24) o 5) parking lot enhancements (pages 25-27). • Part of the submission proposes improvements to the drive entry off FM 1709: o In 2013 the City of Southlake, the previous owner of the shopping center and TXDOT began discussions on possible new drive access points to the Southlake Market Place Development in conjunction with the FM 1938 widening project. During this time, preliminary design 6 concepts were developed which included driveway closures, building a new driveway, and converting an emergency signal to a full signal near the drive location. Also, the preliminary design included modifications to the intersection at Fire Department Station #2, which allowed emergency vehicles to access FM 1709 from the station without delay. Also, the project required the relocation of an Atmos gas regulator and line along FM 1709. • A possible partnership/funding participation between TXDOT, the City and the previous owner of the shopping center was considered for the project (public investment). Funds were allocated in the City’s Capital Improvements Program (CIP) for construction in FY 2017. However, a funding agreement with the shopping center owner at the time was not executed and the project did not move forward. Subsequently, funding for the project was removed from the CIP. Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 4 Questions for staff by the Committee: N/A Applicant presentation: Questions for applicant by the Committee: Shawn McCaskill: This is a long time coming, I'm excited to see this. Especially the entrance and parking lot. Having these parking islands is a huge step forward. Michael Springer: So, nothing will happen to Urban Air’s parking? Ken Baker: No, it will not. They do not control that area. When Urban Air came through you might remember we did some parking lot enhancements with planting islands. Urban Air is not a part of this. Michael Springer: Strange that you could have some areas that match and others that have non-matching aesthetics. Kathy Talley: Great because its needs an uplift. It would be nice to have this space here. Frances Scharli: Be mindful of where the park is placed in conjunction with Starbucks. Make sure it is safe. Applicant: We do not control Urban Air, but we have a relationship with the owner and would work with us to make the wholesale change we are making. We will look at the park closely and address any safety concerns. Excited about this property because it is a gateway to Southlake. We will continue to develop other ideas, but we would like to make it exciting and great. Kathy Talley: You must be careful by that Starbucks, it can be dangerous. Daniel Kubiak: Is the Starbucks parcel a part of this? Applicant: Yes. Daniel Kubiak: This is new ownership? Applicant: Yes. Amy Torres-Lepp: I love the walkability idea. I saw a great park feature on the renderings which would be a great way to get people to the space. I’m very excited for this. Frances Scharli: I agree, this is such an improvement, it’s unbelievable. Applicant: We are excited to move forward with this. Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 5 STAFF PRESENTATION SHOWN TO COMMITTEE: Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 6 Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 7 Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 8 Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 9 Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 10 Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 11 Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 12 Southlake Corridor Planning Committee Item #8 – Southlake Marketplace Meeting #35 – February 7, 2022 Page 13 SOUTHLAKE MARKETPLACE Narrative for Zoning and SP-1 Detailed Site Plan Development/Redevelopment Plan for 11.7-Acres of Land Lot 5, 6 & 7, Block 1 (Near Southeast Corner of Southlake Boulevard and Davis Boulevard) Please accept this document as a request on behalf of the above referenced development. If accepted, this 11.7 acre development will occupy the lots mentioned above with improvements to the parking, open spaces and existing buildings. The requested zoning is S-P-1 with C-3 General Commercial District Uses as described in the Southlake Comprehensive Zoning Ordinance. The existing center will be upgraded, including building improvements, increased patio space, increased parking, improved open space and a new retail pad site. Access to the site will remain from Southlake boulevard and Davis Boulevard. The site plan increases parking by restriping existing spaces. Oversized landscape islands are proposed where striping will be redone. Previously redundant fire lane will be replaced with patios and open spaces between buildings 2001 and 2105. The lawn adjacent to Starbucks will be redesigned for a small retail pad site with food service, large patio and activated outdoor space. The existing building architecture will remain, but have already been painted to improve the look of the center. The design and layout of the shopping center is in near compliance with the ordinances of the City of Southlake. The modifications are as follows: Item 1: Open Space: Current open space is 22.08%. Proposed site plan increase the open space to 22.08% as shown in the Site Plan. **Open space calculations do not include proposed patio area. Item 2: Impervious Coverage: Current total impervious coverage is 78%. Proposed total impervious coverage is 78% as shown in the Site Plan. **This is an improvement from the existing conditions but deviates from the C-3 maximum impervious coverage of 75%. Item 3: Parking: The number of parking spaces provided for this project are 578, which is an increase from the previously approved 561 parking spaces. Parking space areas are to be redesigned and will include additional landscape islands. The parking spaces proposed shall accommodate a maximum of 25,000 square feet of restaurant excluding patio space. **Per C-3 code if 25,000 square feet of the net floor area is restaurant and the remaining 92,014 square feet is retail, the required parking is 634 spaces. Item 4: Landscaping: Proposed landscape islands are shown in the Site Plan and are included in the updated open space calculations. Previously approved open space along Southlake Boulevard has been proposed as a high-end restaurant pad site with outdoor patio and open space as shown in the SP-1 submittal. Artificial turf will be considered for areas marked "TURF" on the Landscape Plan. Item 5: Architectural Feature: Proposed columns for new retail site differ from Town Code. **The architectural design style proposes steel cylinder columns for the canopy columns. These are not considered “architecturally significant”. However, the applicant is requesting approval as designed and submitted. The proposed columns match the proposed retail building design style and resemble the existing minor column design in the existing center. The overall development complies with the required setbacks and buffer yards from the previously approved Site Plan. In order to streamline approvals for future minor alterations to the site, SHOP Development proposes the following: Façade improvements and related minor adjustments to existing buildings on the site that do not fall within the scope of Administrative Approval may be processed as a standard Site Plan per Section 40 of the Zoning Ordinance. Any addition of uses, construction of new buildings, additions that increase impervious coverage, or changes that otherwise conflict with these adopted Development Regulations shall be processed per Section 31 of the Zoning Ordinance as a Detailed Site Plan. We believe the project quality is consistent with the standards of the Town of Southlake and will be a significant improvement to the existing center. The proposed items in the SP-1 will attract high end tenants and improve the overall quality of the area. SOUTHLAKE BLVDINDIAN PAINTBRUSH WAYDAVIS BLVDWINDING RIDGE T R L PLAYERS CIRSTONEBURY DRSHOOTIN G S T A R L NRANDOL MILL AVE21 2019 17 16 15 18 8 14 4 1 5 7 12 13 9 3 10 11 6 2 1000 1001 1002 Vicinity Map ZA23-0008 ® 0 340 680170 Feet 2001- 2115 W. Southlake Blvd. Legend City Parcels Right Of Way City Limit Case Parcel(s) 200 Foot Buffer 300 Foot Buffer Parcels Within Buffer SHOP Companies 4809 Cole Ave. Suite 330 Dallas, Tx 75205 214.960.2818 July 31st, 2023 Department of Planning & Development Services City of Southlake 1400 Main Street, Suite 310 Southlake, Texas 76092 Letter of Intent – Southlake Marketplace Zoning Change & Site Plan Dear Mr. Killough, Southlake Marketplace (the “Property”) is an existing neighborhood retail shopping center located on the southeast quadrant of W. Southlake Boulevard and Davis Boulevard. The Property was originally developed in 1996 and 2000, and currently includes Hobby Lobby, Delucca Pizza, Baskin Robbins, and others in the tenant-mix. The Property is currently zoned C-3. The Property is in good condition, but it has historically lacked reinvestment to better cater to the surrounding communities’ needs and better compliment its neighbors being the Stampede Sports Arena and Carroll Senior High School. SL Marketplace Partners LP (the “Owner”) purchased the Property in April 2022 and has since re- painted the shopping center. Additional improvements Ownership is proposing in this zoning application include constructing oversized landscaped islands throughout the parking field, parking lot lighting improvements, enhanced landscape improvements, increased parking operations and efficiency, and the creation of a greenspace to provide opportunity for future restaurant patio areas to open onto. These proposed improvements will increase the total area of landscaping on the Property, increase the total number of parking stalls than what exists today, enhance the pedestrian-scale experience for customers, and further attract better restaurants and service-oriented businesses to operate at Southlake Marketplace. These proposed improvements are similar in nature to other projects that have been successfully repositioned by the new ownership group, including Hillcrest Village in North Dallas, Lakeridge Village in East Dallas, Casa View Shopping Center in East Dallas, and San Miguel Square in Midland, TX. The addition of landscaped area, improved site efficiency, the creation of oversized patio areas, and improved site lighting are impactful ingredients in enhancing the pedestrian-scale experience to further drive community traffic and high-quality tenants to each property. On behalf of SL Marketplace Partners LP, we appreciate your consideration, and we are grateful to be working in the Southlake community with the goal of re-establishing Southlake Marketplace. Sincerely, Buck Wheeler Rounded Up Name Notes 2001 W. Southlake Blvd.7 103 Delucca Pizza 3,736 Restaurant 100 37.36 38.00 2001 W. Southlake Blvd.7 111 Noli Oils 1,050 Retail Shop 200 5.25 6.00 2001 W. Southlake Blvd.7 115 Kurt Calendar Dental 1,390 Medical Office 150 9.27 10.00 2001 W. Southlake Blvd.7 119 Indian Restaurant 1,553 Restaurant 100 15.53 16.00 2001 W. Southlake Blvd.7 123 Taco House 1,098 Restaurant 100 10.98 11.00 2001 W. Southlake Blvd.7 127 Semper Laser Former Vacancy 1,383 Personal Service Shop 200 6.92 7.00 2001 W. Southlake Blvd.7 131 Tailor/Shoe 1,031 Personal Service Shop 200 5.16 6.00 2001 W. Southlake Blvd.7 135 Southlake Math & Reading 1,034 Personal Service Shop 200 5.17 6.00 2001 W. Southlake Blvd.7 143 Southlake Jazzercise Former Vacancy 2,323 Retail Shop 200 11.62 12.00 2001 W. Southlake Blvd.7 155 VACANT Former portion of ATA Martial Arts 1,303 Personal Service Shop 200 6.52 7.00 2001 W. Southlake Blvd.7 155 Rise Souffle Working Lease in part of former ATA Martial Arts space 3,057 Restaurant 100 30.57 31.00 2105 W. Southlake Blvd.5 201 Rye Former Golden China space 2,863 Restaurant 100 28.63 29.00 2105 W. Southlake Blvd.5 215 Rye Former Vacancy 1,313 Restaurant 100 13.13 14.00 2105 W. Southlake Blvd.5 225 Bicycles Inc 7,669 Retail Shop 200 38.35 39.00 2105 W. Southlake Blvd.5 245 Ron Groves Ortho 2,871 Medical Office 150 19.14 20.00 2115 W. Southlake Blvd.5 2115 Hobby Lobby 45,600 Retail Shop 200 228.00 228.00 Hobby Lobby Warehouse Portion 5,243 1000 5.24 6.00 Hobby Lobby Office Portion 2,356 Office (General)300 8.00 8.00 2125 W. Southlake Blvd.5 325 Mircale Ear Relocation space 1,497 Office (General)300 4.99 5.00 2125 W. Southlake Blvd.5 335 Nail Studio 1,435 Personal Service Shop 200 7.18 8.00 2125 W. Southlake Blvd.5 345 Old World Salons 6,719 Personal Service Shop 200 33.60 34.00 2125 W. Southlake Blvd.5 365 ATA Martial Arts Former Foot Spa space 1,247 Personal Service Shop 200 6.24 7.00 2125 W. Southlake Blvd.5 375 ATA Martial Arts Former Scratch Kitchen Catering space 1,319 Personal Service Shop 200 6.60 7.00 2125 W. Southlake Blvd.5 395 ATA Martial Arts Former Vacancy 1,052 Personal Service Shop 200 5.26 6.00 2055 W. Southlake Blvd.6 2055 Bread Winners Café Former Miracle Ear space 1,314 Restaurant 100 13.14 14.00 2059 W. Southlake Blvd.6 2059 Bread Winners Café Former Adrienne's Fun Fitness 2,232 Restaurant 100 22.32 23.00 2063 W. Southlake Blvd.6 2063 Baskin Robbins 1,005 Restaurant 100 10.05 11.00 NEW (TBD)TBD Birdcall Current Greenspace area for new building 2,500 Restaurant 100 25.00 25.00 107,193 5.78 619.17 634.00 Total Parks Required:634.00 Parks Provided (CAPEX):5.39 578.00 Parking Surplus / (Deficit):(56.00) Variance Needed:8.83% TOTAL: Net SF Use Category Summary SOUTHLAKE MARKETPLACE SHOPPING CENTER Davis Blvd. & W. Southlake Blvd. Tenant Parking Analysis Date: 09-18-2023 Address Suite Parking Requirement Parking RatioTenantLot ELEC S M P P P F P F WVWV SS FH WM CO CO CO COCO ELEC ELEC ELEC CO CO CO CO COCO CO CO COCO CO COCO SS SS SSCO CO ELEC ELEC FH FH FH WV WV WVWV WV FH WV WV WVWV WV WV WV ELEC LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP WV WV WV WM WMWM WM WM GM GM ELEC FH ELEC LP LP ELECELEC FH SS SS COCO CO CO CO ELEC ELEC LP TELE WM WM WM SD SD SD ELEC WM ELEC WM WM WM ELEC ELEC ELEC ELEC ELEC SDSD EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R PLAYERS CIRCLE ADDITION CABINET A, SLIDE 10975 P.R.T.C.T. 250 PLAYER CIRCLE LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 8, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) SL MARKETPLACE PARTNERS LP, ZONING C-3 L.U.D. = RETAIL COMMERCIAL TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) STORE MASTER FUNDING XIV LLC, ZONING SP1 L.U.D. = RETAIL COMMERCIAL LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) 25' U TI LI T Y E A S E M E N T CABI N E T A, S LI D E 2 4 2 5 P.R. T. C. T. 50' B UI L DI N G LI N E CABI N E T A, S LI D E 2 4 2 5 P.R. T. C. T. 15' UTILITY EASEMENT CABINET A, SLIDE 1613 P.R.T.C.T. 50' B UI L DI N G LI N E CABI N E T A, S LI D E 1 6 1 4 P.R. T. C. T. 10 i. 10 i. 10 f. 10 g.25' SETBACK(PER ZONING)25' SETBACK(PER ZONING)10' SETBACK (PER ZONING) 10' S E T B A C K (PER Z O NI N G) 15' DRAINAGE & UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 20' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j.15' DRAINAGE & UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. (TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 48' DRAINAGE EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. (TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 PART OF TRACT 3 40' PERIMETER, ACCESS DRIVE, VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1694 VOLUME 14393, PAGE 448 D.R.T.C.T. 48' DRAINAGE & UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. 25' COMMON ACCESS EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 15' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. 15' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 15' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 25' UTILITY EASEMENT CABINET A, SLIDE 1614 P.R.T.C.T. 10 g. 25'X52' COMMON ACCESS EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. 35' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. (TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 N51° 2 6' 3 4" E 565. 0 0'N3 8 ° 3 3 ' 2 6 "W 2 2 0 . 0 0 ' S51° 2 6' 3 4" W 80.0 0'N3 8 ° 3 3 ' 2 6 "W 1 9 6 . 7 4 ' N51° 2 5' 3 5" E 114. 3 3'S3 8 ° 3 4 ' 1 9 "E 1 5 9 . 5 8 ' N51° 2 5' 4 1" E 226. 9 2'S3°37'47"E1044.45'N89°50'53"W 317.33' S51° 2 6' 3 4" W 65.8 5'N3 8 ° 3 3 ' 2 6 "W 1 9 0 . 0 0 ' S51° 2 6' 3 5" W 20.0 0'N3 8 ° 3 3 ' 2 6 "W 2 0 5 . 0 0 ' 50' BUILDING LINE CABINET A, SLIDE 2425 P.R.T.C.T. W. SO U T H L A K E B L V D (F.M . H W Y N O . 1 7 0 9 ) (VA R I A B L E W I D T H R O W ) LOT 4, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 1614, P.R.T.C.T.) SLM DUNHILL LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL 25' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 30' S E T B A C K (PER Z O NI N G) 30' S E T B A C K (PER Z O NI N G) PROP. OPEN SPACE PROP. PATIO PROP. PATIO EX. BUILDING #2115 ZONING C-3 71,301 SF EX. BUILDING #2105 ZONING C-3 15,561 SF EX. BUILDING #2001 ZONING C-3 20,236 SF R5' R 3'R5'EX. BUILDING ZONING C-3 5,000 SF DRIVETHRU 9 9 9 9 8 8 9 9 8 8 8 8 8 8 8 8 8 8 15 12 24 22 14 12 9 9 8 8 9 9 9 9 9 9 15 3 8 5 5 2 6 8 17 5 6 6 2 12 15 4 7 6 4 11 5 14 2 6 7 14 11 7 11 4 10 8 PRO P. P A TI O 924 S F PUT TI N G GRE E N PRO P. B UI L DI N G 2,60 5 S F 15.0'15.0'65.0' 24.0' 9 . 0 ' 18.0'(TYP.) 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 9 . 0 ' 9 . 0 ' 18.0' 9 . 0 ' 9 . 0 ' 9 . 0 ' 9 . 0 ' 9 . 0 ' 9 . 0 ' 9 . 0 ' 9 . 0 ' 24.0' 24.0' 24.1'24.1'24.0' 24.0' 24.0' PROP. 5' SIDEWALK PROP. DUMPSTER (MIN. 8' TALL SCREEN) PROP. 7' CONCRETE SIDEWALK EX. 6 LANE ASPHALT ROAD PROP. BUILDING ZONING C-3 2,605 SF PROP. PATIO 7 0 . 0 ' 15.0' R3 'R3'R5'R3'R 5' R5' R5'R5'R5 'R5'R5'R5'R5'R5'R5'R5'R 5 'R 10'R20' R5 'R 10'R5'R3 'R3'R 5'R5' R3'R3'R 5'R5'R10'R3'R9'R 1 0 ' R 9 '31.1' 24.0' PROP. CURB INLET EX. DUMPSTER EX. DUMPSTER EX. DUMPSTER EX. DUMPSTER EX. DUMPSTER EX. DUMPSTER EX. DUMPSTER EX. STONE RETAINING WALL (VARYING HEIGHTS) EX. 2' CONCRETE WALL 40' STACKING DEPTH 55' STACKING DEPTH EX. 4 0. 6' DRI V E ( A) EX. 3 9. 3' DRI V E ( B) 498. 7' PROP. PATIO 1 1 . 0 ' 18.0' 9 . 0 ' (TYP . ) 16.0'14.0'PROP. SIGN 24.0' LEGEND 1 FILENAME: SITE PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\SITE PLAN_SHP22002PLOTTED DATE: 10/9/2023SITE PLAN CITY PROJECT NO. ZA23-0008 SOUTHLAKE MARKETPLACE 11.646 ACRES LOT 5, 6 & 7, BLOCK 1 ALTA/ACSM LAND TITLE SURVEY (INST. NO. 20190215010000670) CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS PREPARATION DATE: 9/13/2023 OWNER/APPLICANT SHOP COMPANIES 4809 COLE AVE #330 DALLAS, TX 75205 PH: 214-960-4545 CONTACT: BUCK WHEELER LANDSCAPE ARCHITECT BUD CREATIVE 3800 MAIN ST., STE. B DALLAS, TX 75226 PH: 404-580-3234 CONTACT: ZAC MILLER, RLA ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: SHEA KIRKMAN, PE SURVEYOR TEXAS HERITAGE SURVEYING, LLC 10610 METRIC DR, SUITE 124 DALLAS, TX 75243 PH: 214-340-9700 CONTACT: GARY E. JOHNSON, RPLS PRELIMINARY SITE PLAN GRAPHIC SCALE FEET012060 SCALE: 1" = 60' FIRE LANE STRIPING ACCESSIBLE ROUTE PARKING COUNT BUILDING ENTRANCE PROPOSED SANITARY MANHOLE PROPOSED CURB INLET PROPOSED TRENCH DRAIN PROPOSED RETAINING WALL PROPERTY BOUNDARY FIRELANE 10 SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97°11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 VICINITY MAP N.T.S. W SO U T H A L K E B L V D PROJECT SITE S PEYTONVILLE AVEKINGSLEY CT WINDING RIDGE TRAILJELLICO CIRJOHNSON RD RANDOL MILL AVEDAVIS BLVDW SOUTHA L K E B L V D MEADOWLARK LNSS 8 10 11 PRO P. P A TI O 924 S F PUT TI N G GRE E N PRO P. B UI L DI N G 2,60 5 S F EX. BUILDING ZONING C-3 71,301 SF EX. BUILDING ZONING C-3 15,561 SF EX. BUILDING ZONING C-3 20,236 SF DRIVETHRU ELEC S M P P P F P F WVWV SS FH WM CO CO CO COCO ELEC ELEC ELEC CO CO CO CO COCO CO CO COCO CO COCO SS SS SSCO CO ELEC ELEC FH FH FH WV WV WVWV WV FH WV WV WVWV WV WV WV ELEC LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP WV WV WV WM WMWM WM WM GM GM ELEC FH ELEC LP LP ELECELEC FH SS SS COCO CO CO CO ELEC ELEC LP TELE WM WM WM SD SD SD ELEC WM ELEC WM WM WM ELEC ELEC ELEC ELEC ELEC SDSD EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R 6 5 9 6586576566556566576586596606626 6 2 6 6 1 6606746736726716706696686676666656646636616626636646656666676686696596606 6 1 658PLAYERS CIRCLE ADDITION CABINET A, SLIDE 10975 P.R.T.C.T. 250 PLAYER CIRCLE LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 8, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) SL MARKETPLACE PARTNERS LP, ZONING C-3 L.U.D. = RETAIL COMMERCIAL TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) STORE MASTER FUNDING XIV LLC, ZONING SP1 L.U.D. = RETAIL COMMERCIAL LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) N51° 26' 3 4" E 565. 0 0'N3 8 ° 3 3 ' 2 6 "W 2 2 0 . 0 0 ' S51° 2 6' 3 4" W 80.0 0'N3 8 ° 3 3 ' 2 6 "W 1 9 6 . 7 4 ' N51° 2 5' 3 5" E 114. 3 3'S3 8 ° 3 4 ' 1 9 "E 1 5 9 . 5 8 ' N51° 2 5' 4 1" E 226. 9 2'S3°37'47"E1044.45'N89°50'53"W 317.33' S51° 2 6' 3 4" W 65.8 5'N3 8 ° 3 3 ' 2 6 "W 1 9 0 . 0 0 ' S51° 2 6' 3 5" W 20.0 0'N3 8 ° 3 3 ' 2 6 "W 2 0 5 . 0 0 ' W. SO U T H L A K E B L V D (F.M . H W Y N O . 1 7 0 9 ) (VA R I A B L E W I D T H R O W ) LOT 4, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 1614, P.R.T.C.T.) SLM DUNHILL LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL 30' S E T B A C K (PER Z O NI N G) 30' S E T B A C K (PER Z O NI N G) EX. BUILDING ZONING C-3 5,000 SF EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK EX. SIDEWALK EX. CROSS WALK EX. CROSS WALK PROP. BUILDING ZONING C-3 2,605 SF EX. SIDEWALK PROP. CROSS WALK EX. SIDEWALK PROP. SIDEWALK LEGEND 2 FILENAME: PEDESTRIAN ACCESS PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\PEDESTRIAN ACCESS PLAN_SHP22002PLOTTED DATE: 10/9/2023PEDESTRIAN ACCESS PLAN GRAPHIC SCALE FEET012060 SCALE: 1" = 60' FIRE LANE STRIPING ACCESSIBLE ROUTE PARKING COUNT PROPERTY BOUNDARY FIRELANE 10 KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 ZA23-0008 PRO P. P A TI O 924 S F PUT TI N G GRE E N PLAYERS CIRCLE ADDITION CABINET A, SLIDE 10975 P.R.T.C.T. 250 PLAYER CIRCLE LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 8, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) SL MARKETPLACE PARTNERS LP, ZONING C-3 L.U.D. = RETAIL COMMERCIAL TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) STORE MASTER FUNDING XIV LLC, ZONING SP1 L.U.D. = RETAIL COMMERCIAL LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) N51° 2 6' 3 4" E 565. 0 0'N3 8 ° 3 3 ' 2 6 "W 2 2 0 . 0 0 ' S51° 2 6' 3 4" W 80.0 0'N3 8 ° 3 3 ' 2 6 "W 1 9 6 . 7 4 ' N51° 2 5' 3 5" E 114. 3 3'S3 8 ° 3 4 ' 1 9 "E 1 5 9 . 5 8 ' N51° 2 5' 4 1" E 226. 9 2'S3°37'47"E1044.45'N89°50'53"W 317.33' S51° 2 6' 3 4" W 65.8 5'N3 8 ° 3 3 ' 2 6 "W 1 9 0 . 0 0 ' S51° 2 6' 3 5" W 20.0 0'N3 8 ° 3 3 ' 2 6 "W 2 0 5 . 0 0 ' W. SO U T H L A K E B L V D (F.M . H W Y N O . 1 7 0 9 ) (VA R I A B L E W I D T H R O W ) LOT 4, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 1614, P.R.T.C.T.) SLM DUNHILL LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL 30' S E T B A C K (PER Z O NI N G) 30' S E T B A C K (PER Z O NI N G) 3 FILENAME: EX OPEN SPACE MANAGEMENT PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\EX OPEN SPACE MANAGEMENT PLAN_SHP22002PLOTTED DATE: 10/9/2023EXISTING OPEN SPACE GRAPHIC SCALE FEET012060 SCALE: 1" = 60' KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 LEGEND EXISTING OPEN SPACE TO BE REMOVED EXISTING OPEN SPACE TO REMAIN EXISTING SITE PLAN DATA TABLE EXISTING ZONING C-3 TOTAL NUMBER OF PROPOSED LOTS 3 TOTAL LOT AREA (SF) / (ACRES)544,897 / 12.509 LOT 5 400,898 / 9.203 LOT 6 37,618 / 0.863 LOT 7 106,381 / 2.442 AREA OF EX. OPEN SPACE (SF)120,314 PERCENTAGE OF OPEN SPACE (%)22.08% REQUIRED PARKING 634 PROVIDED PARKING STANDARD 540 HANDICAP 21 TOTAL 561 EXISTING BUILDING AREA (SF)109,478 MAXIMUM BUILDING HEIGHT 47'-6" (1 STORY) # OF STORIES 1 BUILDING LOT COVERAGE (%) / FLOOR AREA RATIO 20.0% / 0.20:1 IMPERVIOUS COVERAGE (SF) / (%)424,583 / 77.92% ANTICIPATED SCHEDULE OF DEVELOPMENT SPRING 2024 ZA23-0008 PRO P. P A TI O 924 S F PUT TI N G GRE E N PRO P. B UI L DI N G 2,60 5 S F EX. BUILDING ZONING C-3 71,301 SF EX. BUILDING ZONING C-3 15,561 SF EX. BUILDING ZONING C-3 20,236 SF DRIVETHRU ELEC MAI N SIG N S M S P P P F P F WVWV SS FH WM CO CO CO COCO ELEC ELEC ELEC CO CO CO CO COCO CO CO COCO CO COCO SS SS SSCO CO ELEC ELEC FH FH FH WV WV WVWV WV FH WV WV WVWV WV WV WV ELEC LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP WV WV WV WM WMWM WM WM GM GM ELEC FH ELEC LP LP ELECELEC LP FH SS SS COCO CO CO CO ELEC ELEC LP TELE WM WM WM SD SD SD ELEC WM ELEC WM WM WM ELEC ELEC ELEC ELEC ELEC SDSD EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R PLAYERS CIRCLE ADDITION CABINET A, SLIDE 10975 P.R.T.C.T. 250 PLAYER CIRCLE LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 8, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) SL MARKETPLACE PARTNERS LP, ZONING C-3 L.U.D. = RETAIL COMMERCIAL TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) STORE MASTER FUNDING XIV LLC, ZONING SP1 L.U.D. = RETAIL COMMERCIAL LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) N51° 2 6' 3 4" E 565. 0 0'N3 8 ° 3 3 ' 2 6 "W 2 2 0 . 0 0 ' S51° 2 6' 3 4" W 80.0 0'N3 8 ° 3 3 ' 2 6 "W 1 9 6 . 7 4 ' N51° 2 5' 3 5" E 114. 3 3'S3 8 ° 3 4 ' 1 9 "E 1 5 9 . 5 8 ' N51° 2 5' 4 1" E 226. 9 2'S3°37'47"E1044.45'N89°50'53"W 317.33' S51° 2 6' 3 4" W 65.8 5'N3 8 ° 3 3 ' 2 6 "W 1 9 0 . 0 0 ' S51° 2 6' 3 5" W 20.0 0'N3 8 ° 3 3 ' 2 6 "W 2 0 5 . 0 0 ' W. SO U T H L A K E B L V D (F.M . H W Y N O . 1 7 0 9 ) (VA R I A B L E W I D T H R O W ) LOT 4, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 1614, P.R.T.C.T.) SLM DUNHILL LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL 30' S E T B A C K (PER Z O NI N G) 30' S E T B A C K (PER Z O NI N G) PROP. BUILDING ZONING C-3 2,605 SF EX. BUILDING ZONING C-3 5,000 SF 4 FILENAME: PROP OPEN SPACE MANAGEMENT PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\PROP OPEN SPACE MANAGEMENT PLAN_SHP22002PLOTTED DATE: 10/9/2023PROPOSED OPEN SPACE GRAPHIC SCALE FEET012060 SCALE: 1" = 60' KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 LEGEND PROPOSED OPEN SPACE PROPOSED PATIO AREA EXISTING OPEN SPACE TO REMAIN SITE PLAN DATA TABLE EXISTING ZONING C-3 PROPOSED ZONING SP-1 TOTAL NUMBER OF PROPOSED LOTS 3 TOTAL LOT AREA (SF) / (ACRES)544,897 / 12.509 LOT 5 400,898 / 9.203 LOT 6 37,618 / 0.863 LOT 7 106,381 / 2.442 AREA OF OPEN SPACE (SF)120,350 PERCENTAGE OF OPEN SPACE (%)22.09% REQUIRED PARKING 634 PROVIDED PARKING STANDARD 553 HANDICAP 25 TOTAL 578 TOTAL BUILDING AREA (SF)112,083 MAXIMUM BUILDING HEIGHT 47'-6" (1 STORY) # OF STORIES 1 BUILDING LOT COVERAGE (%) / FLOOR AREA RATIO 20.57% / 0.206:1 IMPERVIOUS COVERAGE (SF) / (%)424,547 / 77.91% ANTICIPATED SCHEDULE OF DEVELOPMENT SPRING 2024 ** NOTE: REQUIRED PARKING IS BASED ON NET USABLE SPACE. PARKING VARIANCE REQUESTED. ** ZA23-0008 ELECPP P F P F WVWVSSFHWMCOCOCOCOCOELECELECELECCOCOCOCOCOCOCOCOCOCOCOCOCOSSSSSSCOCOELECELECFHFHFHWVWVWVWVWVFHWVWVWVWVWVWVWVELECLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPWVWVWVWMWMWMWMWMGMGMELECFHELECLPLPELECELECLPFHSSSSCOCOCOCOCOELECELECLPTELEWMWMWMSDSDSDELECWMELECWMWMWMELECELECELECELECELECSDSDEX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR 659658657656655656657 658659 660662 662661660674 673 672 671670669668667666665664663 6616626636646656666 6 7 668669659660661658 W. SOUTHLAKE BLVD (F.M. HWY NO. 1709) (VARIABLE WIDTH ROW ) 8 1011 6 5 8 658 657 6 5 9 6606616626636 5 7 656 660660665655650 665 660670 665 674669657 663662661659658666667668 656 EX. BLDG EX. FFE=663.4 EX. BLDG EX. FFE=670.1 EX. BLDG EX. FFE=665.6 EX. BLDG EX. FFE=654.3 EX. BLDG EX. FFE=659.6 FFE= 663.4 660656 6625 FILENAME: PGP1.0 PRELIMINARY GRADING PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\PGP1.0 PRELIMINARY GRADING PLAN_SHP22002PLOTTED DATE: 10/9/2023SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97°11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 OVERALL GRADING PLANGRAPHIC SCALE FEET012060 SCALE: 1" = 60' Know what's below. before you dig.Call R LEGEND PROPOSED CONTOUR EXISTING CONTOUR GRADE BREAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CURB/GUTTER PROPOSED TOP OF WALL/ BOTTOM OF WAL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CURB/GUTTER PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY BOUNDARY 500 500 FG 700.00 TC 700.50 G 700.00 TW 700.00 BW 699.00 TI 700.00 EX. 700.5± TC 700.5± G 700.0± ZA23-0008 LPLPLPLP659658657656655 656657658659 660662 66266166030' SETBACK (PER ZONING) PROP. PATIO 924 SF FFE=660.40 PUTTING GREEN PROP. BUILDING 2,605 SF 6 5 8 658 657 6 5 9 6606616626636 5 7 656 660662 6636616606596586 5 9657656 66166065965865765666266 3 662 661660659658657656655654 6606 5 9 6 5 8 6 5 7 658 657 656 660661663662FFE=660.40 G 662.20 TC 662.70 G 662.92 TC 663.42 G 662.41 TC 662.91 G 661.86 TC 662.36 G 659.78 TC 660.28 G 659.54 TC 660.04 G 660.00 TC 660.50 G 660.12 TC 660.62 G 659.00 TC 659.50 G 660.41 TC 660.91 G 657.72 TC 658.22 G 658.05 TC 658.55 G 657.00 TC 657.50 G 656.63 TC 657.13 EX. 662.0± EX. 662.2± EX. 659.9±EX. 659.5± EX. 657.2±EX. 656.3± FG 658.54 FG 659.02FG 658.71 EX. 656.7±EX. 655.8± 6 FILENAME: PGP1.0 PRELIMINARY GRADING PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\PGP1.0 PRELIMINARY GRADING PLAN_SHP22002PLOTTED DATE: 10/9/2023SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97°11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 DETAILED GRADING PLANGRAPHIC SCALE FEET02010 SCALE: 1" = 10' Know what's below. before you dig.Call R LEGEND PROPOSED CONTOUR EXISTING CONTOUR GRADE BREAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CURB/GUTTER PROPOSED TOP OF WALL/ BOTTOM OF WAL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CURB/GUTTER PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY BOUNDARY 500 500 FG 700.00 TC 700.50 G 700.00 TW 700.00 BW 699.00 TI 700.00 EX. 700.5± TC 700.5± G 700.0± ZA23-0008 WWWSSSSSS8 1011 PROP. PATIO 924 SF FFE=660.40 PUTTING GREEN PROP. BUILDING 2,605 SF ELECPPF P F FHLPLPLPLPLPLPLPLPLPLPLPLPELECELECFHSSSSTELEWMWMWMSDSDELECWMELECEX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR 2 5 ' U T I L I T Y E A S E M E N T C A B I N E T A , S L I D E 2 4 2 5 P . R . T . C . T . 1 0 j . 30' SETBACK (PER ZONING)30' SETBACK (PER ZONING) EX. 10' CURB INLET EX. 21" STORM PIPE PROP. 10' CURB INLET EX. 10' CURB INLET PROP. 21" STORM PIPE EX. 24" STORM PIPE EX. 27" STORM PIPE EX. 30" STORM PIPE W. SOUTHLAKE BLVD (F.M. HWY NO. 1709) (VARIABLE WIDTH ROW ) 7 FILENAME: PRELIMINARY STORM PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\PRELIMINARY STORM PLAN_SHP22002PLOTTED DATE: 10/9/2023SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97°11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 PRELIMINARY STORM PLANGRAPHIC SCALE FEET04020 SCALE: 1" = 20' Know what's below. before you dig.Call R LEGEND EXISTING STORM PIPE PROPOSED STORM PIPE PROPOSED CURB INLET PROPOSED TRENCH DRAIN PROPOSED RETAINING WALL PROPERTY BOUNDARY ZA23-0008 810 11 PRO P. P A TI O 924 S F PUT TI N G GRE E N PRO P. B UI L DI N G 2,60 5 S F ELEC S M P P P F P F WVWV SS FH WM CO CO CO COCO ELEC ELEC ELEC CO CO CO CO COCO CO CO COCO CO COCO SS SS SSCO CO ELEC ELEC FH FH FH WV WV WVWV WV FH WV WV WVWV WV WV WV ELEC LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP WV WV WV WM WMWM WM WM GM GM ELEC FH ELEC LP LP ELECELEC FH SS SS COCO CO CO CO ELEC ELEC LP TELE WM WM WM SD SD SD ELEC WM ELEC WM WM WM ELEC ELEC ELEC ELEC ELEC SDSD EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R W. SO U T H L A K E B L V D ( F . M . HWY N O . 1 7 0 9 ) (VA R I A B L E W I D T H R O W ) 30' S E T B A C K (PER Z O NI N G) 30' S E T B A C K (PER Z O NI N G) EX. FIRE HYDRANT EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. FIRE HYDRANT WSSSTA 0+00.00 LINE "W-1" CONNECT TO EX. WATER METER (CONTRACTOR TO FIELD VERIFY) BEGIN 2" DOM. SERVICE STA 0+95.08 LINE "W-1" END 2" DOM. SERVICE (REFER TO MEP FOR CONTINUATION) STA 0+52.19 ~ SS-1 INSTALL: 1 - GREASE TRAP PER CITY OF SOUTHLAKE STANDARDS FL 6" = 649.98 (NW) FL 6" = 650.18 (SE) STA 0+87.78 ~ SS-1 INSTALL: 1 - INSTALL: 1 - 6" CLEANOUT (REFER TO MEP FOR CONTINUATION) (REFER TO MEP FOR CONTINUATION) FL 6" = 652.00 (NW) EX. LIGHT POLE EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. SSMH EX. SSMH EX. SSMH EX. SSMH SS STA 0+00.00 ~ SS-1 INSTALL: 1 - INSTALL: 1 - SSMH SSMH FL 6" = 647.37 (SW) FL 6" = 647.37 (SE) FL 6" = 647.37 (NE) PROP. 6" S.S. @ 5.00% (PRIVATE) EX. LIGHT POLE EX. 6" W A T E R EX. 1 2" W A T E R EX. 6" S E W E R SITE BENCHMARKS ALL EVELATIONS ARE BASED ON CITY OF SOUTHLAKE BM NO. 33 LOCATED AT LAT. 32°56'30.52072"N, LONG. 97°11"07.20706"W ALUMINUM MONUMENT IN CONCRETE. ELEVATION = 657.38' (NAD '83) KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 8 FILENAME: PUP1.0 PRELIMINARY UTILITY PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\PUP1.0 PRELIMINARY UTILITY PLAN_SHP22002PLOTTED DATE: 10/9/2023PRELIMINARY UTILITY PLANGRAPHIC SCALE FEET012060 SCALE: 1" = 60' Know what's below. before you dig.Call R LEGEND W W SS SS EX SS EX WTR SS EX UGE EX OHE EX UGE EX GAS EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING WATER PROPOSED WATER EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT EXISTING GAS EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING TELEPHONE PROPERTY BOUNDARY FH ZA23-0008 ELEC S M P P P F P F WVWV SS FH WM CO CO CO COCO ELEC ELEC ELEC CO CO CO CO COCO CO CO COCO CO COCO SS SS SSCO CO ELEC ELEC FH FH FH WV WV WVWV WV FH WV WV WVWV WV WV WV ELEC LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP WV WV WV WM WMWM WM WM GM GM ELEC FH ELEC LP LP ELECELEC FH SS SS COCO CO CO CO ELEC ELEC LP TELE WM WM WM SD SD SD ELEC WM ELEC WM WM WM ELEC ELEC ELEC ELEC ELEC SDSD EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R PLAYERS CIRCLE ADDITION CABINET A, SLIDE 10975 P.R.T.C.T. 250 PLAYER CIRCLE LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 8, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) SL MARKETPLACE PARTNERS LP, ZONING C-3 L.U.D. = RETAIL COMMERCIAL TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) TRACT 3 LOT 2R, BLOCK 1, SOUTHLAKE CROSSING PHASE I (CABINET A, SLIDE 1613, P.R.T.C.T.) STORE MASTER FUNDING XIV LLC, ZONING SP1 L.U.D. = RETAIL COMMERCIAL LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) N51° 2 6' 3 4" E 565. 0 0'N3 8 ° 3 3 ' 2 6 "W 2 2 0 . 0 0 ' S51° 2 6' 3 4" W 80.0 0'N3 8 ° 3 3 ' 2 6 "W 1 9 6 . 7 4 ' N51° 2 5' 3 5" E 114. 3 3'S3 8 ° 3 4 ' 1 9 "E 1 5 9 . 5 8 ' N51° 2 5' 4 1" E 226. 9 2'S3°37'47"E1044.45'N89°50'53"W 317.33' S51° 2 6' 3 4" W 65.8 5'N3 8 ° 3 3 ' 2 6 "W 1 9 0 . 0 0 ' S51° 2 6' 3 5" W 20.0 0'N3 8 ° 3 3 ' 2 6 "W 2 0 5 . 0 0 ' W. SO U T H L A K E B L V D (F.M . H W Y N O . 1 7 0 9 ) (VA R I A B L E W I D T H R O W ) LOT 4, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 1614, P.R.T.C.T.) SLM DUNHILL LLC, ZONING C-3 L.U.D. = RETAIL COMMERCIAL 30' S E T B A C K (PER Z O NI N G) 30' S E T B A C K (PER Z O NI N G) PROP. OPEN SPACE PROP. PATIO PROP. PATIO EX. BUILDING ZONING C-3 71,301 SF EX. BUILDING ZONING C-3 15,561 SF EX. BUILDING ZONING C-3 20,236 SF EX. BUILDING ZONING C-3 5,000 SF PRO P. P A TI O 924 S F PUT TI N G GRE E N PRO P. B UI L DI N G 2,60 5 S F #1 #2 #3 #4 #5 #6 #7 #9 #8 #10 #14 #12 #11 #13 #15 #16 #17 #18 #19 #20 #21 #22 #23 #24 #25 #26 #27 #28 #29 #30 #31 #32 #33 #34 #35 #36 #37 #38 #39 #40 #41 #42 #43 #44 #45 #46 #47 #49 #48 #50 #51 #52 #53 #54 #55 #56 #57 #58 #59 #60 #61 #62 #63 #64 #65 #66 #67 #68 #69 #70 #71 #72 #73 #74 #75 #76#77#78 #79 #80 #84 #85 #86 #87 #88 #81 #82 #83 #89 #90 #91 #92 #93 #97 #94 #95 #96 #99 #98 #100 #101 #102 #103 #104 #105 #106 #107 #108 #109 #110 #111 #112 #113 #114 #115 #116 #117 #118 #119 #120 #121 #122 #123 #124 #125#126 #127 #128 #129 #130 #131 #136 #135 #134 #133 #132 #137 #138 #139 #140 #141 #142 #143 #144 #145 #146 #147 #148 #149 #150 #151 #152 #153 #155 #154 #156 #157 #158 #159 #160 #163 #161 #162 #164#165 #168 #169 #166#167 #170 #172 #171 #173 #174 #175 #176 #178 #177 #179 #180#181 #182 #183 #184 #185 #186 #187 #188 #189 #190 #191 #192 #193 #194 #195 #196 #197 #198 #199 #200 #201 #202 #204 #205 #203 #206 #207 #208 #209 #210 #211 #212 #213 #214 #215 #216 #217 #218 #219 #220 #221 #222 #223 #224 #225 #226 #227 #228 #229 #230 #231#232 #235 #233 #234 #238 #237 #236 #239 #241 #240 #243 #242 LEGEND 9 FILENAME: TREE CONSERVATION PLAN.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site PlanK:\Jobs\shp22002_southlake Marketplace\Drawings\zoning & Site Plan\TREE CONSERVATION PLANPLOTTED DATE: 10/9/2023EXISTING TREE COVER CALCULATIONS PERCENTAGE OF EXISTING TREE COVER ON THE ENTIRE SITE 0.41% MINIMUM PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED 70% PERCENTAGE OF EXISTING TREE COVER TO BE REMOVED 10.53% PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED 89.47% TREE CONSERVATION PLANGRAPHIC SCALE FEET012060 SCALE: 1" = 60' PROTECTED TREE TO REMAIN PROTECTED TREE TO BE REMOVED PROPERTY BOUNDARY KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 10/9/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UN DE R THE S U P ER VI S IO N OF : P.E.# 91865 SHEA O. KIRKMAN DATE: October 9, 2023 ZA23-0008 LIV E O A K 5" LIV E O A K 6"LIV E O A K 5" LIV E O A K 6" CYP R E S S 7" LIV E O A K 5" SUG A R B E R R Y 6" CYP R E S S 5" CRA P E M Y R T L E 5" LIV E O A K 5" LIV E O A K 5" LIV E O A K 6" POS T O A K 11" POS T O A K 14" CRA P E M Y R T L E 12" CRA P E M Y R T L E 15" POS T O A K 20" CYP R E S S 14" CYP R E S S 13" CYP R E S S 11" CRA P E MYR T L E 13" CRA P E MYR T L E 11" CRA P E MYR T L E 12" CRA P E MYR T L E 15" CRA P E MYR T L E 13" POS T OAK 21" POS T OAK 20" POS T OAK 12" PER SI M M O N 4" CRA P E MYR T L E 5" CRA P E MYR T L E 12"CRA P E MYR T L E 14" CRA P E MYR T L E 9" PER SI M M O N 4" CRA P E MYR T L E 16" CYP R E S S 12" PER SI M M O N 6" CYP R E S S 12"POS T OAK 16" CRA P E MYR T L E 13" CRA P E MYR T L E 10" CRA P E MYR T L E 12" CYP R E S S 11" CRA P E MYR T L E 15" CRA P E MYR T L E 4" PER SI M M O N 5" CRA P E MYR T L E 8" CRA P E MYR T L E 13" CRA P E MYR T L E 8" CRA P E MYR T L E 18" CRA P E MYR T L E 6" CRA P E MYR T L E 7" CYP R E S S 11" CRA P E MYR T L E 4" CRA P E MYR T L E 7" RED B U D 6" LIV E O A K 12" LIV E O A K 10" CRA P E MYR T L E 7" LIV E O A K 15" CRA P E MYR T L E 7" LIV E O A K 10" CRA P E MYR T L E 6" LIV E O A K 12" CRA P E MYR T L E 4" CRA P E MYR T L E 8" LIV E O A K 8" CYP R E S S 16" CRA P E MYR T L E 6" CRA P E MYR T L E 7" CYP R E S S 15" CYP R E S S 12" CYP R E S S 15" CRA P E MYR T L E 8" CRA P E MYR T L E 5" CYP R E S S 14" CRA P E MYR T L E 6" CRA P E MYR T L E 13" POS T O A K 17" POS T O A K 15" CRA P E MYR T L E 6" CYP R E S S 13" CYP R E S S 9" CYP R E S S 8" HOL L Y 10" ASH 13" LIV E O A K 10" CYP R E S S 11" CYP R E S S 13" CRA P E MYR T L E 7" CYP R E S S 12" CYP R E S S 10" PER SI M M O N 12" PER SI M M O N 8" CRA P E MYR T L E 11" LIV E O A K 13" LIV E O A K 17" CRA P E MYR T L E 11" LIV E O A K 10" CRA P E MYR T L E 8" CRA P E MYR T L E 12" PER SI M M O N 9" LIV E O A K 19"LIV E O A K 21" PER SI M M O N 9" PER SI M M O N 8" CRA P E MYR T L E 12" CRA P E MYR T L E 14" CRA P E MYR T L E 5" LIV E O A K 11" LIV E O A K 15" CRA P E MYR T L E 6" CRA P E MYR T L E 6" LIV E O A K 12" CRA P E MYR T L E 8" LIV E O A K 13" LIV E O A K 16" PER SI M M O N 6" PER SI M M O N 7"CYP R E S S 9" CYP R E S S 11" LIV E O A K 5" LIV E O A K 10" CRA P E MYR T L E 14" CRA P E MYR T L E 18" CRA P E MYR T L E 16" ELM 10" ELM 9" ELM 9" CRA P E MYR T L E 15" CRA P E MYR T L E 14" CRA P E MYR T L E 13" CRA P E MYR T L E 14"CRA P E MYR T L E 15" CRA P E MYR T L E 18" ELM 9" CRA P E MYR T L E 8" LIV E O A K 10" CRA P E MYR T L E 7" CRA P E MYR T L E 6" CRA P E MYR T L E 6" CRA P E MYR T L E 7" CRA P E MYR T L E 9" BUC K B R U S H 14" ELM 16" CYP R E S S 10" CRA P E MYR T L E 9" CYP R E S S 7" ELM 9"CRA P E MYR T L E 9" CYP R E S S 8" CYP R E S S 10"CRA P E MYR T L E 8" ELM 6" ELM 11" ELM 13" CRA P E MYR T L E 17" CRA P E MYR T L E 18" CRA P E MYR T L E 24" CRA P E MYR T L E 6" CYP R E S S 8" CRA P E MYR T L E 7" ELM 11" ELM 15" CRA P E MYR T L E 18" CRA P E MYR T L E 14" ELM 13" SOUTHERN LIVE OAK APPROXIMATELY 14"LIVE OAK APPROXIMATELY 14" LIV E OAK 15" LIV E OAK 6"LIV E OAK 11" LIV E OAK 11" CYP R E S S 10"CYP R E S S 12"CYP R E S S 10" PER SI M M O N 10" CRA P E MYR T L E 20" CRA P E MYR T L E 17" CRA P E MYR T L E 16" CRA P E MYR T L E 14" CRA P E MYR T L E 11"LIV E OAK 16" LIV E OAK 11"LIV E OAK 17" CRA P E MYR T L E 15" CRA P E MYR T L E 14" CRA P E MYR T L E 16" LIV E OAK 15" CRA P E MYR T L E 5" LIV E OAK 19"LIV E OAK 14" LIV E OAK 17"LIV E OAK 11" LIV E OAK 12"LIV E OAK 15" LIV E OAK 21" LIV E OAK 8" LIV E OAK 10" CRA P E MYR T L E 17" CYP R E S S 8"CRA P E MYR T L E 7" CRA P E MYR T L E 16" CRA P E MYR T L E 17" LIV E OAK 13" LIV E OAK 9" LIV E OAK 13" LIV E OAK 10" CRA P E MYR T L E 12" LIV E OAK 12"LIV E OAK 15" ELEC P P P F P F WVWV SS FH WM CO CO CO COCO ELEC ELEC ELEC CO CO CO CO CO CO CO CO COCO CO COCO SS SS SSCO CO ELEC ELEC FH FH FH WV WV WVWV WV FH WV WV WVWV WV WV WV ELEC LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP WV WV WV WM WMWM WM WM GM GM ELEC FH ELEC LP LP ELECELEC FH SS SS COCO CO CO CO ELEC ELEC TELE WM WM WM SD SD ELEC WM ELEC WM WM WM ELEC ELEC ELEC ELEC ELEC SD SD EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R PROPE RTY LI N E PRO P ER T Y L INE PROPERTY LINE PROPERTY LINEPROP ER TY L IN EPROP ER T Y L INE W. S O UT HLAKE B O ULEVA R D LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) PROPOSED BUILDING REFER TO PLAN FOR EXISTING TREE TO REMAIN LIMIT OF DRIP LINE4'-0" MIN.3'-0"CONSTRUCTION FENCE, OR CHAINLINK FENCE EXISTING GRADE TO REMAIN UNDISTURBED METAL T-POST AT EACH OF FOUR CORNERS 6'-0" MIN.OR TO BEGINNING OFBRANCHING STRUCTUREREFER TO PLAN FOR EXISTING TREE TO REMAIN TIE WRAP SECURELY AROUND TREE 2"X4"X6" HIGH MATERIAL WRAPPED AROUND TREES - WIRED IN (3) PLACES SOUTHLAKE MARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXAS21020 JULY 31, 2023 LANDSCAPE PLAN Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 CIVIL ENGINEER SHOP Companies 4809 Cole Ave, Suite 330 Dallas, TX 75205 OWNER IHAL L CEE MKV U L I CHHISTEC CTTESAETST AIREG 83 O F 5 2 ET XR LDRE CAANDS EP A 07/31/2023 CASE NO. ZA23-0008 Rev: Drawing name: O:\04-Projects\21020 - Southlake Shopping Center\01 Zoning\04 CAD\02 Sheets\01-Zoning\21020-L1-zoning.dwg L1 Jul 31, 2023 3:32pm by: elevkulichProject Number: Bud Creative, LLC 3800 Main Street, Suite B Dallas, Texas 75226 P: 570.954.1964 Date: Issue: Sheet Title: Sheet Number: Date:Description: L1 N O R T H 120'60'30' SCALE: 1"=60' 0' TREE CONSERVATION PLAN1 TREE CONSERVATION PLAN LEGEND EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN NOT TO SCALE TREE PROTECTION FENCING ELEVATION2 NOT TO SCALE TREE WRAP PROTECTION ELEVATION3 ELEC P P P F P F WVWV SS FH WM CO CO CO COCO ELEC ELEC ELEC CO CO CO CO CO CO CO CO COCO CO COCO SS SS SSCO CO ELEC ELEC FH FH FH WV WV WVWV WV FH WV WV WVWV WV WV WV ELEC LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP WV WV WV WM WMWM WM WM GM GM ELEC FH ELEC LP LP ELECELEC FH SS SS COCO CO CO CO ELEC ELEC TELE WM WM WM SD SD ELEC WM ELEC WM WM WM ELEC ELEC ELEC ELEC ELEC SD SD EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX S S EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R EX W T R UC4 (TYP. OF 7) VM VM UC4 (TYP. OF 7) VM UC2 (TYP. OF 7) LM UC2 VA (TYP. OF 6) UP4 (TYP. OF 4) TURF LI (TYP. OF 3) RH NT UC2 NT RH LI (TYP. OF 3) UC2 (TYP. OF 2) UC2 LM LI (TYP. OF 3) UC2 LM LI (TYP. OF 3) LM UC4 NE UP2 MC LM NE MC UP2 UP4 LM LI (TYP. OF 3) MC UP4 LM NT YR AG IC NE HPA CS LF VA (TYP. OF 3) CT TURF UP2 (TYP. OF 7) SG AG LM SCPROPE RTY LI N E PRO P ER T Y L INE PROPERTY LINE PROPERTY LINEPROP ER TY L IN EPROP ER T Y L INE W. S O UT HLAKE B O ULEVA R D PROPOSED OPEN SPACE 15'-0" UTILITY EASEMENT 35'-0" UTILITY EASEMENT 40'-0" PERIMETER DRIVE ACCESS EASEMENT 48'-0" DRAINAGE EASEMENT 40'-0" PERIMETER DRIVE ACCESS EASEMENT 15'-0" UTILITY EASEMENT 20'-0" DRAINAGE EASEMENT LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) PROPOSED BUILDING TRASH ENCLOSURE SOUTHLAKE MARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXAS21020 JULY 31, 2023 LANDSCAPE PLAN Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 CIVIL ENGINEER SHOP Companies 4809 Cole Ave, Suite 330 Dallas, TX 75205 OWNER IHAL L CEE MKV U L I CHHISTEC CTTESAETST AIREG 83 O F 5 2 ET XR LDRE CAANDS EP A 07/31/2023 CASE NO. ZA23-0008 Rev: Drawing name: O:\04-Projects\21020 - Southlake Shopping Center\01 Zoning\04 CAD\02 Sheets\01-Zoning\21020-L1-zoning.dwg L2 Jul 31, 2023 3:33pm by: elevkulichProject Number: Bud Creative, LLC 3800 Main Street, Suite B Dallas, Texas 75226 P: 570.954.1964 Date: Issue: Sheet Title: Sheet Number: Date:Description: L2 NOTE: PER ZONING SEC. 42.2. BUFFERYARDS ARE NOT REQUIRED FOR NEW BUILDINGS LESS THAN 5,000 SF. ALL LANDSCAPED AREAS MUST BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM EQUIPPED WITH OPERATING RAIN AND FREEZE SENSORS THE OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE IN PERPETUITY 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, KEEPING BEDS MULCHED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICES OR AS RECOMMENDED BY THE LANDSCAPE ADMINISTRATOR 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 HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. ALL IRRIGATION HEADS OR LINES WHICH ARE BROKEN AND FLOW WATER SHALL BE REPLACED/REPAIRED IMMEDIATELY TO PREVENT THE WASTE OF WATER. N O R T H 120'60'30' SCALE: 1"=60' 0' LANDSCAPE PLAN1 LANDSCAPE PLAN 36" MIN.SOIL DEPTH1'-0"MIN. CUT ALL ROPES, WIRES, AND BURLAP FROM TRUNK AND REMOVE TOP OF ROOT BALL. REMOVE ALL CONTAINERS FROM ROOT BALL. 3" LAYER OF SPECIFIED MULCH 3" HIGH EARTHEN WATER RETENTION BASIN FINISHED GRADE ROOTBALL ANCHOR RINGS NAIL STAKE SPECIFIED SOIL BACKFILL MIX UNDISTURBED SUBGRADE TOP OF ROOT BALL TO BE 2" ABOVE FINISHED GRADE. MULCH TO BE NO DEEPER THAN 2" WITHIN 6" OF TREE TRUNK SAFETY STAKE BY ARBOR STAKES, SIZE PER CONTAINER/ ROOT BALL SIZE, REF. MANUFACTURER SPECIFICATIONS 1'-0"MIN.DEPTH OFROOTBALLTOP OF ROOT BALL TO BE 2" ABOVE FINISHED GRADE. MULCH TO BE NO DEEPER THAN 2" WITHIN 6" OF TREE TRUNK SAFETY STAKE BY ARBOR STAKES, SIZE PER CONTAINER/ ROOT BALL SIZE, REF. MANUFACTURER SPECIFICATIONS CUT ALL ROPES, WIRES, AND BURLAP FROM TRUNK AND REMOVE TOP OF ROOT BALL. REMOVE ALL CONTAINERS FROM ROOT BALL. 3" LAYER OF SPECIFIED MULCH 3" HIGH EARTHEN WATER RETENTION BASIN FINISHED GRADE ROOTBALL ANCHOR RINGS SPECIFIED SOIL BACKFILL MIX UNDISTURBED SUBGRADE NAIL STAKE 1 1/2"1/2" MAXIMUMABOVE MULCHCOMPACTED SOIL ADJACENT TO EDGING 3" LATER OF SPECIFIED MULCH SPECIFIED SOIL BACKFILL MIX FINISHED GRADE SUBGRADE METAL EDGING TOP OF ROOTBALL TO BE 1" ABOVE FINISHED GRADE FILL BED WITH MINIMUM 3" LAYER OF SPECIFIED MULCH, TAPER MULCH AWAY FROM TRUNK DEPTH PERSPECIFICATIONSFINISHED GRADE SPECIFIED PLANTING MIX REMOVE CONTAINER AND ANY WRAPPING, TWINE, WIRES, ETC. UNDISTURBED SUBGRADE ON CENTER SPACING PER PLANT LIST 1.THE CONTRACTOR SHALL FURNISH QUANTITIES NECESSARY TO COMPLETE THE PLANTING AS SHOWN ON THE PLANTING PLANS. A. ALL PLANTS SHALL EQUAL OR EXCEED MEASUREMENTS SPECIFIED IN THE PLANT LIST WHICH ARE THE MINIMUM ACCEPTABLE. B. PLANTS SHALL BE MEASURED BEFORE PRUNING. NECESSARY PRUNING SHALL BE PERFORMED AFTER THE PLANT IS UNTIED AND PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY MAJOR PRUNING REQUIREMENTS DUE TO DAMAGE. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL THAT NEEDS SIGNIFICANT PRUNING DUE TO DAMAGE FROM SHIPMENT OR HANDLING. C. WHEN FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS IS SHOWN, STOCK SHALL BE SELECTED FOR UNIFORM HEIGHT AND SPREAD AND LABELED BY NUMBER TO ASSURE SYMMETRY IN PLANTING. 2.TREE TAGGING: THE LANDSCAPE ARCHITECT MAY ELECT TO REVIEW THE TREES AT THE PLACE OF GROWTH FOR THE PURPOSE OF SELECTION FOR THE PROJECT. WHEN ALL PLANT MATERIAL HAS BEEN SELECTED AND PRE-TAGGED BY THE LANDSCAPE CONTRACTOR, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN ORDER TO SCHEDULE HIS NURSERY INSPECTION WITH A MINIMUM OF 3 DAYS ADVANCE NOTICE. A. THE CONTRACTOR SHALL ACCOMPANY THE LANDSCAPE ARCHITECT ON ALL INSPECTIONS. B. THE CONTRACTOR SHALL HAVE SUFFICIENT ALTERNATE CHOICES TO PREVENT LOSS OF TIME IN THE EVENT THAT SOME TREES FAIL TO MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT. C. ALL TREES MUST BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT BEFORE DIGGING BEGINS. 3.IF IT IS DETERMINED THAT TREE TAGGING WILL NOT TAKE PLACE, THE CONTRACTOR IS RESPONSIBLE TO SUBMIT REPRESENTATIVE PHOTOGRAPHS FOR REVIEW OF ALL PLANT MATERIALS AT THE SPECIFIED SIZES OR GREATER. ALL PHOTOS MUST INCLUDE A MEASURING DEVICE THAT IS CLEARLY LEGIBLE WITH PLANT COMMON NAME, BOTANICAL NAME, AND SUPPLIER INFORMATION. 4.LOCATIONS OF PLANT MATERIAL SHOWN ON PLANS ARE APPROXIMATE. FINAL LOCATIONS WILL VARY FROM PLAN AND SHALL BE DETERMINED IN THE FIELD UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. A. CONTRACTOR SHALL PROVIDE PRE-MARKED, COLOR-CODED FLAGS FOR ALL SHADE TREES, EVERGREEN TREES AND FLOWERING TREES. B. LANDSCAPE ARCHITECT SHALL PLACE THE COLOR-CODED FLAGS TO INDICATE PLANT LOCATIONS. C. CONTRACTOR SHALL PLACE TREES ABOVE GROUND IN ACCORDANCE WITH THE FLAGGED LOCATION. THE LANDSCAPE ARCHITECT MAY REQUEST THE CONTRACTOR TO MOVE, TURN OR RELOCATE THE PLANT MATERIAL AT THIS TIME. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR PRE-DIG TREE PITS. D. UPON FINAL APPROVAL BY THE LANDSCAPE ARCHITECT OF TREE PLACEMENT, CONTRACTOR SHALL PAINT A CIRCLE AROUND THE BALL OF THE TREE, MOVE TREE AND EXCAVATE TREE PIT. PLANTING NOTES: 5.PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLIATED; VIGOROUS ROOT SYSTEMS, BE FREE FROM DEFECTS AND INJURIES AND COMPLY WITH ANY SPECIAL INSTRUCTIONS NOTED WITHIN THE PLANT LIST. 6.PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT PLANT STOCK WHICH HAS NOT BEEN PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. 7.QUALITY, BRANCHING AND SIZE OF PLANTS, INCLUDING ROOT SIZE, SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK" ANSI Z60 .1-2014 (MOST RECENT EDITION) AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 8.B&B PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE ROOT BALL ONLY. PLANTS WITH BROKEN, SPLIT OR DAMAGED ROOT BALLS SHALL BE REJECTED. 9.ALL PLANTING BEDS SHALL BE MULCHED TO A DEPTH OF 3 INCHES WITH FINE GROUND, SHREDDED HARDWOOD BARK MULCH; DOUBLE-SHREDDED, AND FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. . MULCH SHOULD NOT COME INTO CONTACT WITH THE ROOT COLLAR OF TREES OR SHRUBS. THE TOP OF THE ROOT BALL FOR ALL B&B PLANTS SHALL BE EXCAVATED TO EXPOSE THE ROOT FLARE. THE ROOT FLARE SHALL BE AT THE TOP OF THE BALL AND PLANTED LEVEL OR 1" ABOVE FINISHED GRADE. 10.THE LAYOUT OF ALL BEDLINES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT ON-SITE PRIOR TO INSTALLING 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY MARK OUTS AND COMPLIANCE WITH ALL FEDERAL, STATE OR LOCAL CODES, LAWFUL ORDERS OR REGULATIONS GOVERNING UPON THIS WORK. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL TREE GUYS, STAKES, SUPPORTS AND MULCH RINGS OR BEDS DURING THE CONSTRUCTION AND MAINTENANCE PERIOD. 13.THE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF THE PROPOSED PLANT MATERIAL. TREES SHALL BE PRUNED OF ANY BRANCHES THAT INTERFERE WITH PEDESTRIANS, VEHICLES OR SIGNS. SHADE TREES MUST BE SINGLE TRUNK, TREE FORM SPECIMENS. ALL PARKING LOT AND STREET TREES SHALL BE LIMBED TO A HEIGHT OF SEVEN FEET. 14.ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE RESOLVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 15.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTABLE LOCAL PRACTICE.SOUTHLAKE MARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXAS21020 JULY 31, 2023 LANDSCAPE PLAN Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 CIVIL ENGINEER SHOP Companies 4809 Cole Ave, Suite 330 Dallas, TX 75205 OWNER IHAL L CEE MKV U L I CHHISTEC CTTESAETST AIREG 83 O F 5 2 ET XR LDRE CAANDS EP A 07/31/2023 CASE NO. ZA23-0008 Rev: Drawing name: O:\04-Projects\21020 - Southlake Shopping Center\01 Zoning\04 CAD\02 Sheets\01-Zoning\21020-L1-zoning.dwg L3 Jul 31, 2023 3:33pm by: elevkulichProject Number: Bud Creative, LLC 3800 Main Street, Suite B Dallas, Texas 75226 P: 570.954.1964 Date: Issue: Sheet Title: Sheet Number: Date:Description: L3 NOT TO SCALE STANDARD TRUNK TREE PLANTING SECTION1 NOT TO SCALE MULTI-TRUNK TREE PLANTING SECTION2 NOT TO SCALE METAL EDGING SECTION4 NOT TO SCALE SHRUB BED PLANTING SECTION3 PLANTING DETAILS 2222333333441116661094111111111212883466SHEET TITLE:DRAWN BY:CHK'D BY:DESCRIPTIONDATESEAL:ISSUES / REVISIONS:PROJECT NO:THESE PLANS ARE THE PROPERTY OF MRP DESIGN GROUP, INC. AND ARE SUBJECT TO FEDERAL COPYRIGHT LAWS. ANY USE OF SAME WITHOUT THE EXPRESS WRITTEN PERMISSION OF MRP DESIGN GROUP, INC. IS STRICTLY PROHIBITED P. 770-917-9172Building 100, Suite 120Kennesaw, Georgia 30144www.mrpdesign.comF. 770-917-94703450 Acworth Due West RoadPROJECT DESCRIPTION:BIRDCALLPRELIMINARYNOT RELEASED FORCONSTRUCTION23042PROJECT TITLE:ARCHITECT OF RECORD:BIRDCALL SOUTHLAKE, TX THOMAS E. MORGAN, JR.ARCHITECT423 FISCHER TRAILELLIJAY, GEORGIA 30540ELEVATIONSA101ESCALE: 3/16"=1'-0"ARCHITECTURAL ELEVATION 1A1013ESCALE: 3/16"=1'-0"ARCHITECTURAL ELEVATION 4A1011ESCALE: 3/16"=1'-0"ARCHITECTURAL ELEVATION 3A1012ESCALE: 3/16"=1'-0"ARCHITECTURAL ELEVATION 2A101412WALL TILEHARD COAT STUCCO, COLOR WHITE3PRE-FINISHED METAL COPING, COLOR: WHITE56ALUMINUM STOREFRONT FRAME. COLOR WHITEELEVATION KEY NOTES8NOT USEDALUMINUM RAILINGS. COLOR WHITE4ALUMINUM FRAMED CANOPY. COLOR SAME AS TILE10DRIVE-THRU WINDOW79METAL DOOR. COLOR WHITE11EXTERIOR LIGHTING SCONCES12PAINTED MURAL2HARD COAT STUCCO, COLOR WHITE 866 SF = 76%ELEVATION MATERIALS PERCENTAGESELEVATION 1TOTAL ELEVATION SQUARE FEET: 1,1381WALL TILE 84 SF = 7.4%COOLER METAL PANEL PAINTED WHITE 96 SF = 8.4%2HARD COAT STUCCO, COLOR WHITE 262 SF = 41.6%ELEVATION 3TOTAL ELEVATION SQUARE FEET: 6291WALL TILE 144 SF = 22.9%2HARD COAT STUCCO, COLOR WHITE 521 SF = 45.8%ELEVATION 2TOTAL ELEVATION SQUARE FEET: 1,1381WALL TILE 233 SF = 20.4%2HARD COAT STUCCO, COLOR WHITE 316 SF = 50.2%ELEVATION 4TOTAL ELEVATION SQUARE FEET: 629COOLER METAL PANEL PAINTED WHITE 96 SF = 8.4%COOLER METAL PANEL PAINTED WHITE 313 SF = 49.8%17'-0"17'-0"17'-0"17'-0"9'-0"10'-8"10'-8"10'-8"9'-0"9'-0"0'-0"0'-0"0'-0"0'-0"NOT USED99692 SF = 9.2%79 SF = 7.9%825 SF = 82.9%81492 SF = 11.3%224 SF = 27.5%498 SF = 61.2%392144 SF = 36.7%248 SF = 63.3%580282 SF = 48.6%298 SF = 51.4% ORDER & MENU BOARDPUTTINGGREENKITCHENDININGBARCOOLERWOMEN'SRESTROOMMEN'SRESTROOMDISHWASHINGELECTRICALGAMESCUBBIESFREEZER66 SEATSPATIO40 SEATSMGR.OFFICETRASHSTRINGLIGHTSSTRINGLIGHTSTRASH UNITRECYCLINGTRASH UNITRECYCLINGUNDERCOUNTERTRASH UNITRECYCLINGSTRINGLIGHTSSTRINGLIGHTSDRIVE-THRUGARAGEDOOROILRECLAMATIONSYSTEM21432,143 SFSHEET TITLE:DRAWN BY:CHK'D BY:DESCRIPTIONDATESEAL:ISSUES / REVISIONS:PROJECT NO:THESE PLANS ARE THE PROPERTY OF MRP DESIGN GROUP, INC. AND ARE SUBJECT TO FEDERAL COPYRIGHT LAWS. ANY USE OF SAME WITHOUT THE EXPRESS WRITTEN PERMISSION OF MRP DESIGN GROUP, INC. IS STRICTLY PROHIBITED P. 770-917-9172Building 100, Suite 120Kennesaw, Georgia 30144www.mrpdesign.comF. 770-917-94703450 Acworth Due West RoadPROJECT DESCRIPTION:BIRDCALLPRELIMINARYNOT RELEASED FORCONSTRUCTION23042PROJECT TITLE:ARCHITECT OF RECORD:BIRDCALL SOUTHLAKE, TX THOMAS E. MORGAN, JR.ARCHITECT423 FISCHER TRAILELLIJAY, GEORGIA 305403/16" = 1'-0"ARCHITECTURAL FLOOR PLANA1001 FLOOR PLANA100ZA23-0008 Southlake Marketplace Item 6C ZA23-0008 ZA23-0008 OWNER: SL Marketplace Partners LP APPLICANT: Kirkman Engineering REQUEST: Zoning Change and Site Plan for Southlake Marketplace, for property described as Lots 5, 6, and 7, Block 1, Southlake Crossing Phase II, an addition to the City of Southlake, Tarrant County, Texas and located at 2001- 2115 W. Southlake Blvd., Southlake, Texas. LOCATION: 2001-2125 W. Southlake Blvd Aerial Map Zoning Future Land Use Site Plan Birdcall Site Requesting “S-P-1” Detailed Site Plan zoning with “C-3” General Commercial Uses with the following requests and variances noted: Impervious Coverage: •78% existing coverage to remain. Impervious coverage in “C-3” is 75%. Parking: •579 parking spaces provided when 634 spaces are required, provided 25,000 square feet of retail space is for restaurants. This is a variance of approximately 9%. Landscaping: •Approval of landscaping plan as submitted. Architectural Features: •Approval of canopy columns as presented in the plan. Not considered “architecturally significant”. Proposed Development Regulations Requesting “S-P-1” Detailed Site Plan zoning with “C-3” General Commercial Uses with the following requests and variances noted: Since the First Reading of this Zoning Change and Site Plan, it has become apparent that there may be several minor façade improvements needed for individual tenants in the future. To avoid rezoning the site as “S-P-1” Detailed Site Plan for each individual change that is not within the scope of Administrative Approval, a regulation is proposed to allow for minor changes through the standard Site Plan approval process: •Façade improvements and related minor adjustments to existing buildings on the site that do not fall within the scope of Administrative Approval may be processed as a standard Site Plan per Section 40 of the Zoning Ordinance. Any addition of uses, construction of new buildings, additions that increase impervious coverage, or changes that otherwise conflict with these adopted Development Regulations shall be processed per Section 31 of the Zoning Ordinance as a Detailed Site Plan. Proposed Development Regulations Elevations Rendering Elevations for Rise Souffle Changes to Open Space Parking Calculations - Variance Approx. 9% Proposed Landscape Plan Surrounding Property Owner Responses For: Opposed: Undecided: Within 300’ PLANNING AND ZONING COMMISSION ACTION: September 21, 2023; APPROVED (7-0), subject to Staff Report dated September 15, 2023, and Plan Review Summary No. 4 dated September 15, 2023, and noting approval of variances as requested. CITY COUNCIL ACTION: October 3, 2023; APPROVED (7-0), 1st Reading, subject to Staff Report dated September 26, 2023, and Plan Review Summary No. 4 dated September 15, 2023, and approving of “S-P-1” regulations and variances as presented. 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SO U T H L A K E B L V D (F.M . H W Y N O . 1 7 0 9 ) (VA R I A B L E W I D T H R O W ) /274%/2&.1 6287+/$.( &5266,1*3+$6(,, &$%,1(7$6/,'( 1614357&7 6/0'81+,////& =21,1*&3 /8' 5(7$,/ &200(5&,$/ 25 87,/,7<($6(0(17 &$%,1(7$6/,'(2425 357&7 10M (;%8,/',1* =21,1*&3 713016) (;%8,/',1* =21,1*&3 155616) (;%8,/',1* =21,1*&3 202366) 240 9  0 180 7<3 53 55 53 53 55 53 5 5 180 180 180 180 180 180 180 180 180 9  0 9  0 180 9  0 9  0 9  0 9  0 9  0 9  0 9  0 9  0 240 240 241 240 240 240 (;%8,/',1* =21,1*&3 50006)150 150 667 35236,'(:$/. 3523 '80367(5 35236,'(:$/. 35236,*1 240 3523%8,/',1* =21,1*&3 35296) ,1&/8',1* 9246)3$7,2 LEGEND FILENAME: C3.0 SITE PLAN_SHP22002.dwgPLOTTED BY: Dalton BlackFULL PATH: K:\Jobs\SHP22002_Southlake Marketplace\Drawings\03 - ProductionK:\Jobs\SHP22002_Southlake Marketplace\Drawings\03 - Production\C3.0 SITE PLAN_SHP22002PLOTTED DATE: 7/17/2023SITE PLAN CITY PROJECT NO. ZA23-0008 6287+/$.(0$5.(73/$&( 11646$&5(6 /275 7%/2&.1 $/7$$&60/$1'7,7/(6859(< ,1671220190215010000670 &,7<2)6287+/$.( 7$55$177(;$6 35(3$5$7,21'$7(;;;;;;;; OWNER/APPLICANT 6+23&203$1,(6 4809&2/($9(330 '$//$67;75205 3+2149604545 &217$&7%8&.:+((/(5 LANDSCAPE ARCHITECT /$1'6&$3($5&+,7(&7&20$31< /$1'6&$3($''5(66 /$1'6&$3($''5(66 3+/$1'6&$3(3+21(180%(5 &217$&7/$$5&+,7(&75/$ ENGINEER .,5.0$1(1*,1((5,1*//& 520067$7(+,*+:$<121 &2//(<9,//(7;76034 3+8174884960 &217$&76+($.,5.0$13( SURVEYOR 7(;$6+(5,7$*(6859(<,1*//& 106100(75,&'568,7(124 '$//$67;75243 3+2143409700 &217$&7*$5<(-2+162153/6 GRAPHIC SCALE FEET012060 SCALE: 1" = 60' ),5(/$1(675,3,1* $&&(66,%/(5287( 3$5.,1*&2817 3523(57<%281'$5< ),5(/$1( 10 SITE BENCHMARKS $//(9(/$7,216$5(%$6('21&,7<2)6287+/$.(%01233 /2&$7('$7/$732ƒ56 30520721/21*97ƒ110720706: $/80,18002180(17,1&21&5(7( (/(9$7,21 65738  1$' 83 .(352-(&7 &/,(17/2*2 4809&2/($9(330 '$//$67;75205 2149604545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXAS.,5.0$1(1*,1((5,1*//& 520067$7(+,*+:$<121 &2//(<9,//(7;76034 7(;$6),501215874 JOB NUMBER: ISSUE DATE: SHP22002 7/17/2023 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T HE S E D O C U M EN TS AR E F OR D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R U ND ER TH E S UPE R VISI ON O F : P.E.# 91865 SHEA O. KIRKMAN DATE: July 17, 2023 6,7(3/$1'$7$7$%/( (;,67,1*=21,1*&3 352326('=21,1*&3 727$/180%(52)352326('/276 3 727$//27$5($ 6)  $&5(6 54489712509 /275 4008989203 /276 376180863 /277 1063812442 $5($2)23(163$&( 6) 120187 3(5&(17$*(2)23(163$&(  2206 5(48,5('3$5.,1*710 3529,'('3$5.,1* 67$1'$5'554 +$1',&$3 25 727$/579 5(48,5('/2$',1*63$&(6 4 3529,'('/2$',1*63$&(6 4 727$/%8,/',1*$5($ 6) 117057 %8,/',1*+(,*+7 20 2)6725,(6 1 %8,/',1*/27&29(5$*(  )/225$5($5$7,2 21502151 $17,&,3$7('6&+('8/(2)'(9(/230(17 635,1*2024 SITE PLAN C3.0 GROUND LEVEL 0' -0" T.O. PARAPET 20' -0" T.O. PLT. @ PATIO 10' -0"20' - 0" EXISTING TOP OF PARAPET WALL14' - 1" - NEW ADDITION TOP OF ROOFNEW ADDITION 10' - 8"LEAS LINE43' - 4" EXISTING FACADE (NEW PAINT IN GREEN) 01 09 01 10 02 03 03 11 1213 06 14 07 0109 GROUND LEVEL 0' -0" T.O. PARAPET 20' -0" T.O. PLT. @ PATIO 10' -0" 64' - 0" NEW ADDITION 72' - 11 1/2" EXISTING FACADE (NEW PAINT)15' - 1" EXISTING TO REMAIN 20' - 0"14' - 1" NEW ADDITION TOP OF ROOF01 01 01 02 03 04 05 06 07 08 GROUND LEVEL 0' -0" T.O. PARAPET 20' -0" T.O. PLT. @ PATIO 10' -0" NEW ADDITION 10' - 8"20' - 0"14' - 1"EXISTING TO REMAIN 43' - 4"LEAS LINE07 06 15 01 01 01 DRAWING NUMBER: DRAWING TYPE: ISSUE: DATE: PROJECT NUMBER: 214.232.8965 jesse@jraf-studio.com THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF JRAF STUDIO. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING WITHOUT THE WRITTEN CONSENT OF JRAF STUDIO IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. ©2017 JRAF STUDIOA4.00 EXTERIOR ELEVATIONS FACADE PLAN 10/19/2023 2311 Rise N°7 -Southlake2115 W. Southlake Blvd. #155 | Southlake MarketplaceSouthlake, TX 760923/16" = 1'-0"1 FRONT FACADE ELEVATION - WEST 3/16" = 1'-0"2 PATIO ELEVATION - SOUTH 3/16" = 1'-0"3 REAR ELEVATION- EAST LEGEND 01.EXISTING TO REMAIN 02.NEW EXTERIOR WALL SIGN-LIGHTS 03.FLGS (USA & FRANCE) 04.NEW PAINT COLOR OVER EXISTING STUCCO 05.NEW METAL ROOF STANDING SEAM 06.NEW IPE WOOD SIDING 07.NEW SAP BUCKET LIGHTS 08.NEW METAL PATIO SLIDING DOORS 09.NEW CEMENT PLASTER WALL WITH COLOR 10.NEW 5'X5' WALL SIGN 11.NEW WOOD PAIR ENTRY DOOR 12.MENU BOX WITH LIGHT 13.NEW ENTRY SURFACE MOUNT LIGHT 14.NEW WINDOW 15.NEW DOOR ALUMINUM WITH GLASS EXIT PAINT COLOR -OLIVE GROVE CEMENT PLASTER -GREEN IPE BOARD SIDING G90 PAINT GRIP METAL FINISH -ROOF EXISTING REAR AND SIDE VIEW EXISTING SIDE VIEW EXISTING FRONT VIEW REVISIONS # DATE SOUTHLAKE MARKETPLACE LOT 5, 6, & 7, BLOCK 1 CITY OF SOUTHLAKE TARRANT, TEXAS ADDITION TO EXISTING BUILDING (20,236 SF) ZONING C-3 Traffic Impact Analysis for Birdcall Restaurant Southlake, Texas Prepared for: Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 Prepared by: rLa EncinEame 3030 LBJ Freeway, Suite 1660 Dallas, Texas 75234 Phone: (972) 248-3006 TBPE Firm F-450 April 7, 2023 1/ 7-/ a o a- 3 T2038.02 Table of Contents Tableof Contents....................................................................................................................................2 Listof Tables........................................................................................................................................... 3 Listof Figures..........................................................................................................................................4 Listof Exhibits......................................................................................................................................... 5 ExecutiveSummary.................................................................................................................................6 Introduction............................................................................................................................................9 Site Accessibility and Study Impact Area................................................................................................ 13 TrafficVolumes.....................................................................................................................................17 TripGeneration..................................................................................................................................... 21 Trip Distribution and Assignment........................................................................................................... 23 AccessPoint Analyses............................................................................................................................ 30 Intersection Capacity Analysis............................................................................................................... 32 QueueLength Analysis.......................................................................................................................... 37 Conclusions........................................................................................................................................... 40 Recommendations................................................................................................................................ 43 AppendixA — Site Plan........................................................................................................................... 44 AppendixB—Scoping Email...................................................................................................................46 Appendix C—Turning Movement Count Data........................................................................................ 51 Appendix D— Distribution Tables & Calculations for Background 2024 & Buildout 2024 Traffic Conditions ................................................................................................................................................. 67 Appendix E — Existing Traffic Signal Timing Plans .................................................................................... 74 AppendixF— Synchro Outputs...............................................................................................................92 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 2 List of Tables Table 1. Historical TxDOT Annual Average Daily Traffic Volumes (Vehicles per Day) .............................. 19 Table 2. Trip Generation Characteristics for Proposed Development..................................................... 22 Table 3. Right -Turn Deceleration Lane Analysis for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).............................................................................................................................. 30 Table 4. Right -Turn Deceleration Lane Analysis for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).............................................................................................................................. 31 Table 5. Control Delay Based Level of Service (LOS) Criteria for Signalized and Unsignalized Intersections. 93:1 Table 6. Intersection Capacity Analysis Scenarios and Associated Exhibits ............................................. 33 Table 7. Intersection Capacity Analysis Results for FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1)......................................................................................................................34 Table 8. Intersection Capacity Analysis Results for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).............................................................................................................................. 35 Table 9. Intersection Capacity Analysis Results for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).............................................................................................................................. 36 Table 10. Variables for Estimating Queue Lengths................................................................................. 38 Table 11. Storage Capacities for Proposed Development...................................................................... 39 Table 12. Queue Length Probabilities for the Proposed Development................................................... 39 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 3 List of Figures Figure 1. Impact Area and Existing Land Use. Figure 2. Site Plan (Site Layout) Figure 3. Available Queuing Space for Proposed Site Plan. 11 12 37 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 4 List of Exhibits Exhibit 1. Existing 2023 & Background 2024 Lane Configuration........................................................... 14 Exhibit 2. Buildout 2024 Lane Configuration.........................................................................................16 Exhibit 3. Existing 2023 Traffic Volumes (AM & PM Collected on Thursday, February 16, 2023) ............18 Exhibit4. Background 2024 Traffic Condition ........................................................................................20 Exhibit5. Distribution Percentages for Primary Trips............................................................................24 Exhibit 6. Distribution Percentages for Pass -by Trips............................................................................. 25 Exhibit 7. Primary Trips Associated with Proposed Development.......................................................... 26 Exhibit 8. Pass -by / Diverted Trips Associated with Proposed Development .......................................... 27 Exhibit 9. Total Site Trips (Pass -by & Primary)....................................................................................... 28 Exhibit 10. Buildout 2024 Traffic Condition........................................................................................... 29 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 5 Executive Summary This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant. The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709 (Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development. The impact area of the proposed development includes following existing study intersections: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast -Food Restaurant with Drive -Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. This study estimates the total number of trips entering and exiting the proposed development will be (includes both pass -by and primary trips): • 7,272 Daily Trips. • 108 AM Peak Hour Trips. • 124 Midday Peak Hour Trips. • 80 PM Peak Hour Trips. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 6 Intersection Capacity Analysis Existing 2023 Traffic Condition FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Background 2024 Traffic Condition FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Buildout 2024 Traffic Condition FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Given level of service and delay are similar in the Background and Buildout traffic conditions, this study does not propose any mitigations at Intersection 1. Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.97. This is a worst -case scenario. It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more reasonable delay and volume to capacity ratio. Therefore, this study does not propose any mitigations at Intersection 2. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 7 Access Management Analysis Access 1 (Intersection 2) Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT threshold (60 vph) for considering a right -turn deceleration lane. Access 2 (Intersection 3) Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT threshold (60 vph) for considering a right -turn deceleration lane. Queue Length Analysis The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the Midday (Lunch) Peak is 16%. And the probability during the PM (Dinner) Peak is 12%. This study presumes Birdcall will adjust their service rate as demand increases. Additionally, there is an option for Birdcall to take steps to have the queue extend further into the development than what is shown in Figure 3. Based upon these results, the proposed site plan has sufficient queueing are for the anticipated demand. Recommendations Buildout 2024 This study does not propose any mitigations. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 8 Introduction This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant. The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709 (Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development. Figure 1 is a map of the impact area and shows existing land uses. Figure 2 is an image of the proposed site layout; Appendix A contains a larger version. The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast -Food Restaurant with Drive -Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. Study Scope Appendix B contains an email exchange between Lee Engineering and City of Southlake staff confirming the scope for this study. Study Elements This study includes the following elements: Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 9 Data Collection • A subcontractor collected Vehicle volumes in February 2023 and March 2023. • Obtained the proposed site plan, information on planned roadway improvements, information on other developments in the area, and other relevant information. • Performed a field visit to observe existing operation and to confirm existing lane configurations. Traffic Analysis • Assessed the general accessibility of the site. • Estimated the number of trips the proposed development will generate. • Estimated the directional distribution of traffic approaching/departing the development. • Assigned the estimated site traffic to the street network. • Analyzed the impact of the proposed development on impact area roadways. Documentation • Prepared this report documenting the study procedures and results. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 10 Figure 1. Impact Area and Existing Land Use. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 11 � O Icae~ ��ucE rPi mop! ��✓F \i/ /n ioi.®®sue TCT i q in 6,pd/. / :tea` E ll cropMM �wux crlsige¢u wu mo oi Figure 2. Site Plan (Site Layout). Traffic Impact Analyst for Birdcall Restaurantin Southlake,Texas Page 12 Site Accessibility and Study Impact Area Site accessibility describes how people (vehicles) get to and from a development. Geographical location with respect to other activity areas, the roadway system, and other physical constraints affect a Site's Accessibility. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. Impact Area The impact area of the proposed development includes following existing study intersections: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Figure 1 provides an image of the impact/study area. Existing 2023 Lane Configuration Exhibit 1 shows the existing lane configuration at study intersections. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 13 LEGEND SIGNALIZED (NOT STUD' SIGNALIZED (STUDY INT IIIIIII NOT SIGNALIZED (STUD'I II. -w-II -.) NOT TO SCALE 3030 LBJ FREEWAY SUITE 1660 DALLAS, TEXAS 75234 912-2483006 Existing 2023 & Background 2024 Lane Configuration Exhibit 1 TBPE FIRM F450 ��� Enamminci Impact Area Roadways Existing roadways within the impact area include: • FM 1709 (Southlake Blvd). • FM 1938 (Randol Mill Ave). The following text describes the existing roadways and any assumptions associated with these existing roadways that influence analyses and recommendations within this report. FM 1709 (Southlake Blvd) Near FM 1938 (Randol mill Ave), FM 1709 is a 6-lane divided roadway and a speed limit of 45 mph. The City of Southlake Throughfare plan classifies it as a 130' to 140' 6-Lane Divided Arterial. The TxDOT statewide planning map classifies it as a Principal Arterial. The TxDOT Online Project Tracker does not identify any major capacity improvements for this roadway within the next 10 years. At its intersection with FM 1938 (Intersection 1) there is a traffic signal. FM 1938 (Randol Mill Ave) Near FM 1709 (Southlake Blvd), FM 1938 (Randol Mill Ave) is a 6-lane divided roadway and a speed limit of 45 mph. The City of Southlake Throughfare plan classifies it as a 130' to 140' 6-Lane Divided Arterial in the City of Southlake Throughfare Plan. The TxDOT statewide planning map classifies it as a Principal Arterial. The TxDOT Online Project Tracker does not identify any major capacity improvements for this roadway within the next 10 years. At its intersection with FM 1709 (Intersection) there is a traffic signal. Background 2024 Lane Configuration (Buildout Year) Exhibit 1 shows the Background 2024 lane configuration. It is the same as the Existing 2023 Lane Configuration. Buildout 2024 Exhibit 2 shows the Buildout 2024 lane configuration. Based upon analyses within this study, it is the same as the Existing 2023 and Background 2024 Lane Configuration. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 15 LEGEND SIGNALIZED (NOT STUD' SIGNALIZED (STUDY INT IIIIIII NOT SIGNALIZED (STUD'I II. -w-II -.) NOT TO SCALE 3030 LBJ FREEWAY SUITE 1660 DALLAS, TEXAS 75234 912-2483006 Buildout 2024 Lane Configuration Exhibit 2 TBPE FIRM F450 ��� ancimminci Traffic Volumes Appendix C contains the turning movement count data collected for this study. Existing Traffic Volumes A subcontractor collected Vehicle turning movement count data at the following locations: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). On Thursday February 16, 2023, a subcontractor collected vehicle turning movement counts during the following times: • Weekday AM Peak Period (6:30 AM to 8:30 PM). • Weekday PM Peak Period (4:30 PM to 6:30 PM). On March 23, 2023, a subcontractor collected vehicle turning movement counts during the following times: • Weekday Midday (MID) Peak Period (11:30 AM to 1:30 PM). Exhibit 3 shows the peak 1-hour volume for each intersection extracted from the turning movement count data. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 17 LEGEND 0 SIGNALIZED (NOT STUD' 0 SIGNALIZED (STUDY INT IIIIIII NOT SIGNALIZED(STUD'I II.I-r -II-N) AM [MID] (PM) PEAK HOUR VOLUMES NOT TO SCALE 3MO LBJ FREEWAY SUITE 1660 Existing 2023 Traffic Condition Btu -300 EXAS 3 (AM & PM Collected on Thursday, February 16, 2023) Exhibit 3 TBPE FIRM F4W (Midday Collected on Thursday, March V3, 2023) ��� Enamminci Growth Rate To be conservative, this study uses a growth rate of 2.0% to grow existing traffic volumes to the Background 2024 year. The growth rate is based upon the historical annual average daily traffic volumes shown in Table 1. These volumes are from TxDOT's Statewide Planning Map. Table 1. Historical TxDOT Annual Average Daily Traffic Volumes (Vehicles per Day). FM 1709 east of FM 1938 FM 1938 south of FM 1709 Station Flag: 220H26 Station Flag: 220H23 Year AADT Growth Percent Year AADT Growth Percent 2021 39,112 19.9% 2021 22,976 3.6% 2020 32,609 -20.9% 2020 22,176 -18.0% 2019 41,219 -3.6% 2019 27,044 -1.9% 2018 42,739 1.9% 2018 27,561 2.7% 2017 41,950 -0.7% 2017 26,830 8.5% 2016 42,263 -5.1% 2016 24,720 -9.1% 2015 44,539 9.9% 2015 27,190 4.0% 2014 40,524 -2.9% 2014 26,147 -7.3% 2013 41,722 -0.7% 2013 28,192 8.4% 2012 42,000 10.5% 2012 26,000 8.3% 2011 38,000 0.0% 2011 24,000 -4.0% 2010 38,000 -- 1 2010 25,000 1-- 5-Year Rate: -1.5% 5-Year Rate: -1.5% 10-Year Rate: 0.3% 10-Year Rate: -0.4% Background 2024 Traffic Condition (Buildout Year) Exhibit 4 contains the Background 2024 Traffic Condition. This is the growth of the existing volumes (shown in Exhibit 3) to the Buildout year. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 19 LEGEND 0 SIGNALIZED (NOT STUD' ® SIGNALIZED (STUDY INT IIIIIII NOT SIGNALIZED (STUD'I II. I -,I- I I-N) AM [MID] (PM) PEAK HOUR VOLUMES NOT TO SCALE 3030 LBJ FREEWAY SUITE 1660 DALLAS, TEXAS 75234 912-2483006 Background 2024 Traffic Condition Exhibit 4 TBPE FIRM F450 ��� anamminci Trip Generation Proposed Development The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast -Food Restaurant with Drive -Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. This study estimates the number of vehicle trips generated by the proposed development using the trip generation rates or equations provided within the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11' Edition. The number of trips generated by the development is a function of the type and quantity of the land use characteristics within the proposed development. Table 2 shows the trip generation rate or equation, the directional split, and the estimated number of trips for the: • Average Weekday. • AM Peak Hour of the Adjacent Street. • Midday (MID) Peak Hour —The rate used is the PM Peak Hour of the Generator. • PM Peak Hour of the Adjacent Street. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. Pass-by/Diverted Trips A Pass -by or Diverted Trip is when a motorist makes an intermediate stop at an adjacent land use during their journey to their primary trip destination. Pass -by and Diverted Trips are attracted out of the existing traffic streams adjacent to the site; they are not new traffic generated by the development. The ITE Trip Generation Handbook publishes average pass -by rates for different land uses based on studies at similar types of developments. This study considers the impact of pass -by trips for the Fast -Food Restaurant with Drive -Through Window land use. For a Fast -Food Restaurant with Drive -Through Window, ITE indicates a pass -by percentage of 50% for the AM Peak hour and 55%for the PM Peak hour. ITE does not provide a pass -by information for the Midday Peak Hour. Therefore, this study applies the AM Peak Hour Pass -by Rate of 50% to the Midday Peak Hour. Based upon this information, this study estimates the proposed development will attract: • 54AM Peak Hour Pass -by Trips. • 62 Midday Peak Hour Pass -by Trips. • 44 PM Peak Hour Pass -by Trips. These are vehicles already traveling along the roadways adjacent to the proposed development. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 21 Primary Trips Primary trips are new trips added to the roadway network by the proposed development. This study estimates the proposed development will generate: • 54 AM Peak Hour Primary Trips. • 62 Midday Peak Hour Primary Trips. • 36 PM Peak Hour Primary Trips. Total Trips This study estimates the total number of trips entering and exiting the proposed development will be (includes both pass -by and primary trips): • 7,272 Daily Trips. • 108 AM Peak Hour Trips. • 124 Midday Peak Hour Trips. • 80 PM Peak Hour Trips. Table 2. Trip Generation Characteristics for Proposed Development. Rates (For Equations: T =Trips, X= Independent Variable) Description ITE Code Weekday AM Peak Hour MID Peak Hour PM Peak Hour Fast -Food Restaurant 934 467.48 44.61 50.94 33.03 with Drive -Through Window Directional Split Description ITE Code Weekday AM Peak Hour MID Peak Hour PM Peak Hour Fast -Food Restaurant934 In 50% Ou1 50% In 51% Ou1 49% In 51% Ou1 49% In 52% Ou1 48% with Drive -Through Window ntl Number of Trips Independent Weekday AM Peak Hour MID Peak Hour PM Peak Hour Land Use variable Total In Out Total In Out Total In Out Total In Out 2.400 Fast -Food Restaurant 1,122 561 561 108 55 53 124 63 61 80 42 38 1000 Sq. Ft. with Drive -Through Window GFA Weekday AM Peak Hour MID Peak Hour PM Peak Hour Pass43y vs. PrimaryTrips Total I In Out Total In Out Total In Out Total In Out Fast -Food Restaurant with Drive -Through Window -- 54 28 26 62 32 30 44 23 21 Total PassBy Trips: -- -- -- 54 28 26 62 32 30 44 23 21 Fast -Food Restaurant with Drive -Through Window 54 27 27 62 31 31 36 19 17 Total Primary Trips: (New Trips added to Roadway Network) 54 27 27 62 31 31 36 19 17 Total Trips (Pass -By & Primary): 1,122 561 561 108 55 53 124 63 61 80 42 38 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 22 Trip Distribution and Assignment Appendix D contains trip distribution tables associated with the Background 2024 and Buildout 2024 traffic conditions. Trip Distribution Exhibit 5 shows the anticipated distribution percentages for primary trips. Exhibit 6 shows the anticipated distribution percentages for pass -by and diverted trips. The directional distributions are based upon the collected turning movement volumes at the study intersection(s), existing developments in the surrounding area, roadway configurations in the surrounding area, and the proposed site plan. Total Site Trips Exhibit 7 shows the primary site trips added to the roadway network at study intersections. Exhibit 8 shows the pass -by and diverted site trips added to the roadway network at study intersections. Exhibit 9 shows total site trips (primary, pass -by, and diverted) added to the roadway network at study intersections. Note: The estimated number of trips shown in Table 2 may not exactly match the values shown in the Exhibits. Additionally, there could be minor variations in volumes between intersections. These differences are a result of rounding partial trips up to the nearest whole trip within the trip distribution tables in Appendix D and Appendix D. Buildout 2024 Traffic Condition Exhibit 10 contains the Buildout 2024 Traffic Condition. Buildout 2024 traffic condition volumes are the following exhibits added together: • Background 2024 Traffic Condition, Exhibit 4. • Site Traffic Assigned to Roadway Network. Exhibit 9. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 23 LEGEND Q SIGNALIZED (NOT STUD' ® SIGNALIZED (STUDY INT I♦ NOT SIGNALIZED (STUD' . % ENTER (% Exit) XMK% GLOBAL DISTRIBUTION ax fiI NOT TO SCALE 3030 LBJ FREEWAY SUITE 1660 tuTEXAS 3 B300Distribution Percentages for Primary Trips Exhibit 5 TBPE FIRM F450 ��� EnainEERinci IM. A LEGEND Q SIGNALIZED (NOT STUD' ® SIGNALIZED (STUDY INT NOT SIGNALIZED (STUD' - I AM [MID] (PM) ENTERING % AM [MID] (PM) EXITING % NOTTO SCALE 3030 LBJ FREEWAY SUITE 1660 34 SOBE6 47� Distribution Percentages for Pass -By Trips Exhibit 6 TBPE FIRM F-4W ��� EnGinminG LEGEND Q SIGNALIZED (NOT STUD' ® SIGNALIZED (STUDY INT IIIIIII NOT SIGNALIZED (STUD'I II. I -,I- I I-N) AM [MID] (PM) PEAK HOUR ENTERING VOLUMES AM [MID] (PM) PEAK HOUR EXITING VOLUMES NOT TO SCALE 3030 LBJ FREEWAY SUITE 1660 tuTEXAS 3 B300Primary Trips Associated with Proposed Development Exhibit 7 TBPE FIRM F450 ��� anainEERinci IM. A LEGEND Q SIGNALIZED (NOT STUD' ® SIGNALIZED (STUDY INT NOT SIGNALIZED (STUD' - I ­� I I. IN) AM [MID] (PM) PEAK HOUR ENTERING VOLUMES AM [MID] (PM) PEAK HOUR EXITING VOLUMES NOTTO SCALE 3030 LBJ FREEWAY SUITE 1660 34 -30B06 47� Pass -By / Diverted Trips Associated with Proposed Development Exhibit 8 TBPE FIRM F-4W ��� EnGinEiRinG IM. A LEGEND Q SIGNALIZED (NOT STUD' ® SIGNALIZED (STUDY INT NOT SIGNALIZED (STUD' - I ­ AM [MID] (PM) PEAK HOUR VOLUMES NOTTO SCALE 3030 LBJ FREEWAY SUITE 1660 ei 2-aaeso06 Total Site Trips (Pass -by $ Primary) Exhibit 9 TBPE FIRM F-4W ��� EnGinEiRinG 199IwI(IN)il*l t F' 1,M [9371(Mo $ n $ 1,[t9%QM)7 £ &FWF IM. k3 II g � 1 � 4 1 e a i 1 w,N 1 • ,� � y� w ; Em I' 1 �l i ♦� I 1 APC qT a 1�kIkI 1 o ` 1 ll'1 AP2 Full ♦� I, 1 Development LEGEND m 0 SIGNALIZED (NOT STUDY INTERSECTION) u v° ® SIGNALIZED (STUDY INTERSECTION) NOT SIGNALIZED (STUDY INTERSECTION) AM [MID] (PM) PEAK HOUR VOLUMES Fm�! f NOTTO SCALE 3030 LBJ FREEWAY SUITE 1660 9 2-aae3006 � Buildout 2024 Traffic Condition Exhibit 10 TBPE FIRM F-4W ��� anGinminG Access Point Analyses This study includes the following access point analyses: • Evaluate a need for right turn deceleration lanes. Right Turn Deceleration Lane Analysis This study conducts right -turn deceleration lane analyses at the following intersections: • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Guidelines in TxDOT's Access Management Manual state: • For roadways with a posted speed limit less than or equal to 45 mph, a right turn deceleration lane should be considered when peak right turn volumes are greater than 60 vehicles per hour. • For roadways with a posted speed limit greater than 45 mph, a right turn deceleration lane should be considered when peak right turn volumes are greater than 50 vehicles per hour. Intersection 2 Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT threshold (60 vph) for considering a right -turn deceleration lane. Table 3 contains a summary of the right -turn deceleration lane analysis. Table 3. Right -Turn Deceleration Lane Analysis for Access Point 1(AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). Speed Threshold Volume (vph) Exceeds Analysis Period Approach Limit (vph) AM [MID] (PM) Threshold? (mph) AM [MID] (PM) Existing 2023 EB 45 60 13 [20] (13) No [No] (No) Background 2024 EB 45 60 14 [21] (14) No [No] (No) Buildout 2024 EB 45 60 42 [53] (36) No [No] (No) Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 30 Intersection 3 Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT threshold (60 vph) for considering a right -turn deceleration lane. Table 4 contains a summary of the right -turn deceleration lane analysis. Table 4. Right -Turn Deceleration Lane Analysis for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Speed Threshold Volume (vph) Exceeds Analysis Period Approach Limit (vph) AM [MID] (PM) Threshold? (mph) AM [MID] (PM) Existing 2023 NB 45 60 29 [39] (45) No [No] (No) Background 2024 NB 45 60 30 [40] (46) No [No] (No) Buildout 2024 NB 45 60 42 [54] (55) No [No] (No) Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 31 Intersection Capacity Analysis Appendix G contains the traffic signal timing information provide by TxDOT Fort Worth Staff. Unless otherwise indicated, this study used this traffic signal timing information when determining capacity analysis results at any existing traffic signals. Appendix H contains level of service outputs from the Synchro 11 traffic analysis software package. This study also considers peak hour factor by intersection and heavy truck percentage by movement when estimating delay and level of service at study intersections. This study uses the HCM methodologies included within the Synchro 11 traffic analysis software package to evaluate intersection capacity at study intersections. The study intersections are: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Delay based intersection Level of Service (LOS) is a qualitative measure of capacity and operating conditions and is directly related to vehicle delay. HCM methodologies give delay -based LOS a letter designation ranging from A to F with LOS A representing short delay and LOS F representing long delay. Table 5 contains the delay -based LOS criteria for signalized and unsignalized intersections. For this study, an acceptable condition is delay -based LOS D or better. An alternative measures of intersection capacity includes volume to capacity ratio (V/C) and 951h percentile queue length. Volume to capacity ratios at or above 0.80 suggest anticipated traffic volumes are starting to exceed the intersections capacity, which could indicate a need for mitigation. 95`h percentile queue length indicates a queue length with a 5% probability of the observed queue length exceeding it during the analysis period. Table 6 contains a summary of the evaluated scenarios and associated exhibits. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 32 Table S. Control Delay Based Level of Service (LOS) Criteria for Signalized and Unsignalized Intersections. Control Delay Level of Service (seconds/vehicle) Description (LOS) Signalized Unsignalized Very low vehicle delays, free flow, and signal A <_ 10.0 <_ 10.0 progression extremely favorable. Good signal progression, more vehicles stop and B 10.1 to 20.0 10.1 to 15.0 experience higher delays than for LOS A. Stable flow, fair signal progression, significant C 20.1 to 35.0 15.1 to 25.0 number of vehicles stop at signals. Congestion noticeable, longer delays and D 35.1 to 55.0 25.1 to 35.0 unfavorable signal progression. E 55.1 to 80.0 35.1 to 50.0 Limit of acceptable delay, unstable flow, poor signal progression, traffic near roadway capacity. Unacceptable delays, extremely unstable flow and F > 80.0 > 50.0 congestion, traffic exceeds roadway capacity. SOURCE: Highway Capacity Manual, 6`h Edition, Transportation Research Board, 2016 Table 6. Intersection Capacity Analysis Scenarios and Associated Exhibits. Scenario Lane Configurations Traffic Volumes Existing 2023 Exhibit 1 Exhibit 3 Background 2024 Exhibit 1 Exhibit 4 Buildout 2024 Exhibit 2 Exhibit 10 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 33 Intersection 1 Table 7 contains a summary of the capacity analysis results for Intersection 1. Existing 2023: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Background 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Buildout 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Given level of service and delay are similar in the Background and Buildout traffic conditions, this study does not propose any mitigations at Intersection 1. Table 7. Intersection Capacity Analysis Results for FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). Scenario Peak Hour Intersection EB WB NB SIB Existing 2023 AM 80.3 (F) 82.9 (F) 38.0 (D) 109.5 (F) 61.3 (E) MID 59.7 (E) 44.2 (D) 32.8 (C) 52.9 (D) 119.1 (F) PM 69.8 (E) 51.1 (D) 56.2 (E) 65.2 (E) 114.2 (F) Background 2024 AM 85.8 (F) 90.4 (F) 38.3 (D) 116.9 (F) 63.1 (E) MID 62.3 (E) 46.0 (D) 33.0 (C) 53.4 (D) 127.5 (F) PM 72.6 (E) 51.9 (D) 57.7 (E) 66.9 (E) 121.9 (F) Buildout 2024 AM 87.7 (F) 92.1 (F) 38.3 (D) 118.0 (F) 67.1 (E) MID 63.1 (E) 46.1 (D) 33.1 (C) 54.5 (D) 129.5 (F) PM 73.5 (E) 52.0 (D) 57.4 (E) 71.6 (E) 122.1 (F) ' HCM methodologies discourage the use of intersection -wide delay for 1-Way & 2-Way Stop Control Analysis. 2 Delay in seconds/vehicle (Level of Service). ' V/C= Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 34 Intersection 2 Table 8 contains a summary of the capacity analysis results for Intersection 1. Existing 2023: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76. Background 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81. Buildout 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.98. This is a worst -case scenario. It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more reasonable delay and volume to capacity ratio. Therefore, this study does not propose any mitigations at Intersection 2. Table 8. Intersection Capacity Analysis Results for Access Point 1(AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). Peak Scenario Hour Intersection EB WB NB SIB 94.2 (F) AM -- -- -- V/C = 0.76 -- Existing 2023 MID -- -- -- 18.5 (C) -- PM -- -- -- 19.3 (C) -- 106.8 (F) AM -- __ __ V/C = 0.81 -- Background 2024 MID -- -- -- 19.0 (C) -- PM -- -- -- 19.8 (C) -- 149.0 (F) AM -- __ __ V/C = 0.98 -- Buildout 2024 MID -- -- -- 20.4 (C) -- PM -- -- -- 20.9 (C) -- ' HCM methodologies discourage the use of intersection -wide delay for 1-Way & 2-Way Stop Control Analysis. 2 Delay in seconds/vehicle (Level of Service). ' V/C= Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 35 Intersection 3 Table 9 contains a summary of the capacity analysis results for Intersection 3. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Table 9. Intersection Capacity Analysis Results for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Scenario Peak Hour Intersection EB WB NB SIB Existing 2023 AM -- -- 19.1 (C) -- -- MID -- -- 15.2 (C) -- -- PM -- -- 19.1 (C) -- -- Background 2024 AM -- -- 19.5 (C) -- -- MID -- -- 15.4 (C) -- -- PM -- -- 19.6 (C) -- -- Buildout 2024 AM -- -- 22.7 (C) -- -- MID -- -- 17.1 (C) -- -- PM -- -- 21.6 (C) -- -- ' HCM methodologies discourage the use of intersection -wide delay for 1-Way & 2-Way Stop Control Analysis. 2 Delay in seconds/vehicle (Level of Service). ' V/C= Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 36 Queue Length Analysis This study uses queue length analyses to determine the probability the queue will extend: • Past the End of the Order Lane. • Onto Access 1. • Onto Southlake Blvd. Figure 3 shows the available onsite queuing space associated with the proposed development. It defines the following distances: • Distance A is the storage space from the Pick -Up Window to the Ordering location. This study estimates 9 vehicles can fit in this space. • Distance B is the storage space from the order location to the entry for the drive-thru lane. This study estimates 3 vehicles can fit in this space. • Distance C is the space from the entry to the drive-thru lane to the location of Access 1 as it comes into the development. This study estimates 9 vehicles can fit in this space. • Distance D is the space from the end of Distance C to Southlake Blvd. This study estimates 9 vehicles can fit in this space. Distance A: / DistanceB: ■ DistanceC: ■ / /' c P°B O°� Distance D: ■ ■ ■ ■ ■ ■ ■ PA T.0 T / / IX BUlDNO / Sf10B Si PROP A cue, P o` c / /. Jy`c+ ®® /Pa. , o � 6 ♦ e °P J� �056pv Fi FROP. wlmd •�, y 4 4 20FaAG W "B�W'� fBt�, I.0 AB00 Si iINCLU0NG Qp 35003P PeT01 a �6� a, rV PS/ •K 6� Figure 3. Available Queuing Space for Proposed Site Plan. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 37 The developer provided the following information for existing Birdcall Restaurants: During the Midday Peak Hour (Lunch), the average time in System is 315 seconds/veh. During the PM Peak Hour (Dinner), the average time in system is 362 seconds/veh. Within this report, the queueing analysis uses a statistical model that assumes a Poisson distribution for vehicle arrivals and an exponential distribution (M/M/1 model) for service times. This model presumes queuing at the proposed location will be a function of: • The Peak Hour Arrival Rate (A) (veh/hr). • Peak Hour Service Rate (µ) (veh/hr). • Average Time in System (hr/veh). This study presumes 75 %of the vehicles entering the site are the peak hour arrival rate (A) for the applicable peak hour. The number of vehicles entering the site comes from the trip generation values in Table 2. For the M/M/1 queueing model, the equation for average time in system is: Average Time in System = Since the Average Time in System and Peak Hour Arrival Rate (A) are known, it is possible to solve the equation to determine Peak Hour Service Rate (µ). Table 10 contains the known values and the calculated Peak Hour Service Rate (µ). Table 10. Variables for Estimating Queue Lengths. Variable Midday Peak Hour PM Peak Hour Number of Entering Trips in Peak Hour (veh) 63 42 Anticipated Percent Using Drive-Thru 75% 75% Peak Hour Arrival Rate at Order Location, T (veh/hr) 48 32 Average Time in System (sec/veh) 315 362 Average Time in System (hrs/veh) 0.088 0.101 Calculated Service Rate, p (veh/hr) 60 142 For the M/M/1 queueing model, the probability of a certain queue length being more than a specific value of (k) can be determined using the following equation: k+1 Probability of More Than "k" Units in the System µ For this study, "k" represents storage capacity. Table 11 contains values for "k" associated with the proposed development. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 38 Table 11. Storage Capacities for Proposed Development. Vehicle Storage Area Value for "k" kup Window to Order Location (veh) 9 Location to End of the Order Lane (veh) 3 Order Location to Access 1 (veh) 12 der Location to Southlake Blvd (veh) 21 Table 12 contains the probability of the queue extending to the following locations: • The end of the Order Lane (Distance B). • Access 1 (Distance B + Distance C). • Southlake Blvd (Distance B+ Distance C+ Distance D). Table 12. Queue Length Probabilities for the Proposed Development. of Queue Extending to: Midday Peak Hour PM Peak Hour End of the Order Lane 41% 34% Access 1 5% 3% Southlake Blvd 1% <1% The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the Midday Peak Hour is 1%; and the probability during the PM Peak Hour is <1%. Additionally, this study presumes Birdcall will either adjust their service time or take steps to have the queue extend into the development (rather than towards the roadway) if queueing issues were to occur. Based upon these results, the proposed site plan has sufficient queueing space for the anticipated demand. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 39 Conclusions This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant. The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709 (Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development. Proposed Development The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast -Food Restaurant with Drive -Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. This study estimates the total number of trips entering and exiting the proposed development will be (includes both pass -by and primary trips): • 7,272 Daily Trips. • 108 AM Peak Hour Trips. • 124 Midday Peak Hour Trips. • 80 PM Peak Hour Trips. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 40 Right Turn Deceleration Lane Analysis Access Point 1 (Intersection 2) • Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT threshold (60 vph) for considering a right -turn deceleration lane. Access Point 2 (Intersection 3) • Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT threshold (60 vph) for considering a right -turn deceleration lane. Intersection Capacity Analysis Intersection 1 • Existing 2023: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. • Background 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. • Buildout 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. • Given level of service and delay are similar in the Background and Buildout traffic conditions, this study does not propose any mitigations at Intersection 1. Intersection 2 • Existing 2023: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76. • Background 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81. • Buildout 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.98. This is a worst -case scenario. • It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more reasonable delay and volume to capacity ratio. Therefore, this study does not propose any mitigations at Intersection 2. Intersection 3 • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 41 Queue Length Analysis • The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the Midday Peak Hour is 1%; and the probability during the PM Peak Hour is <1%. Additionally, this study presumes Birdcall will either adjust their service time or take steps to have the queue extend into the development (rather than towards the roadway) if queueing issues were to occur. Based upon these results, the proposed site plan has sufficient queueing space for the anticipated demand. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 42 Recommendations Buildout 2024 No mitigations proposed. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 43 Appendix A - Site Plan Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 44 a s I LEGEND S'�SwH' I I erg xixo �oxx.. .....0...... bi�$"� ✓1 IN c'D ama.ury I 1 i WTI —111 HIT I Ill AT m. V' I ,x, �,y,',9 ow ,x, , ..rGa j IF GA' � o TT i T. �l I DWIE"EIT`` _<.. I nll Ixs IS wJa vmoennn% Dour FIRM, — I gym. RE I EaR p/��JRE 1 I RE aexxi W'p \ BE, Nol msmx I111 .xxE wwxE��.rw Ere xE�®r ' J o% Y i II mrIS. PETI '`� egeuan. x,m rasn.epQ�)1 GE, Im RE GR RE GR BEAR R RE ' Ed GRAPHIC SCALE qx 1 I e SUIE PLAN im �_ ..��� i � o.xxE wwue�"m. rnoeue xE�asr CITY PRCNe NO FPXX xxxx J MEB—R s(UTHIWTIRI IETPIPCE IT ��o_�xg _x��xeex� 111 gym. r xernxn.�oxon.erax„ora xv xn i x* aewem aMT xaxEzps xx„ix„xE.xax..aeeuex Im i i.Ell IE�I TAYA To SITE T ESE DOCUMENTS ARE FOR �JRPOSES OF CONSTRUCTION, WERE PREPARED BY, OR UNDER THE SUPERVISION OF MY FED OFF1 vow DnTnTneLE W Y Y Y v¢ 05� J m 5 w U) a � O U ~ dKINKII N ENGINEERING TO DATE DECADES ENGINEERING ISSUE uErms= CONCEPT PLAN W Y Y Y v¢ 05� J m 5 w U) a � O U ~ dKINKII N ENGINEERING TO DATE DECADES ENGINEERING ISSUE uErms= CONCEPT PLAN ENGINEERING ISSUE uErms= CONCEPT PLAN Appendix B - Scoping Email Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 46 James Robertson From: Hetal Bhatt Sent: Friday, January 20, 2023 5:02 PM To: Sandra Endy Cc: Jody Short Subject: RE: Southlake Marketplace Commercial TIA Thank you for taking the time to discuss this scope of work with me. Below are the brief notes on the conversation. Please feel free to comment as you deem fit. 1. LEE will add the stacking analysis to the scope of work 2. The City agrees with the study area and scope of work (with the consideration of item 1) Hetal H. Bhatt, P.E., PTOE Lee Engineering, LLC (972) 456-9039 direct (682) 556-1883 mobile From: Hetal Bhatt Sent: Friday, January 20, 2023 3:57 PM To: Sandra Endy <SEndy@ci.southlake.tx.us> Cc: Jody Short <jshort@lee-eng.com> Subject: RE: Southlake Marketplace Commercial TIA 1 avie auu evai aym ouunimi maul v t 99 ♦ ! �' rj 6P i D si B�e and an� Sfecon`'Dr-vew`av� •rt,, IL )NO ^ a Ali..,4'1 pial . BhatdPE,P E f.� (s,l)a569039drect (682) 5561883 mob lle From metal Front Sent Fri day, l annoy 20, 20233:53 PM To: Sandra Ently <SEncy Pd.m ukhIakeG.u9 Cc l 0 dy Short <¢m rtPlee¢re to Subject: FW: So uNIake Marketplace Co mmercial TIA Attached per our conversation. BhMp P. E , PTOE (971) 456e9039 direct (682) 5561883 mob lle From: metal Bbatt Sent Monday, January lfi 2090:05PM To: Revin Ferrer<kferrerPdty0sou[Makecom> Cc Jody Short<¢mrtdclee¢re Subject: Soul Marketplace Commercial TIA [Filed 16 Jan 202316:05] Kevin, Good afternoon. Kirkman Engineering approached us to perform a Traffic Impact Analysis (TI A) for a commercial site in Southlake near the northeast comer of Southlake Boulevard and Davis Boulevard (The site plan and .kmz file are attached). We understand that the City has requested a TIA for the proposed development. Please let us know if the scope of work described below meets the City's needs or not. If not, please let me know what needs to be added. • Study intersections 1. Davis Boulevard and Southlake Boulevard (Existing) 2. Southlake Boulevard and Second Driveway from the west(Existing) 3. Davis Boulevard and Second Driveway from the north (Existing) • Data collections 1. Collect weekday AM and PM peak period turning movement countsfor the existing intersections in the above Task 2. Existing lane configurations for the study area intersections • Trip Generation Estimates 1. Based on the latest edition of the ITE Trip Generation Manual • Pass -by reductions will be applied, if applicable • Traffic Analysis 1. Intersection capacity analyses for the AM and PM peak hours under the existing and Build -out Year (background and total)for the study intersections Thank you, HETAL BHATT, PE, PTOE PROJECT MANAGER 3030 LBJ Freeway, Suite 1660 Dallas, TX 75234 (972) 248-3006 office (972) 456-9039 direct (682) 556-1883 mobile wwm leeengineering.com Lee 2ncin2'e41ne Appendix C - Turning Movement Count Data Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 51 SOUTH LAKE BLVD @ RANDOL_MILL - TMC Thu Feb 16, 2023 Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039820, Location: 32.937605,-97.18582 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOUTHLAKE BLVD Eastbound SOULHLAKE BLVD Westbound DAVIS BLVD Northbound DAVIS BLVD Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-166:30AM 18 291 20 0 329 19 59 15 1 94 21 79 73 1 174 28 41 2 0 71 668 6:45AM 25 400 27 3 455 21 59 14 0 94 19 97 89 2 207 27 52 6 3 88 844 Hourly Total 43 691 47 3 784 40 118 29 1 188 40 176 162 3 381 55 93 8 3 159 1512 7:OOAM 28 390 38 1 457 38 64 11 1 114 17 114 122 2 255 41 83 13 0 137 963 7:15AM 31 486 42 3 562 45 69 19 1 134 23 135 125 0 283 57 95 18 0 170 1149 7:30AM 34 400 27 0 461 40 110 26 0 176 31 208 160 2 401 82 118 22 1 223 1261 7:45AM 46 358 40 0 444 55 128 30 0 213 34 191 151 7 383 90 100 21 1 212 1252 Hourly Total 139 1634 147 4 1924 178 371 86 2 637 105 648 558 11 1322 270 396 74 2 742 4625 8:OOAM 48 397 46 4 495 69 123 32 0 224 58 152 113 1 324 48 75 14 0 137 1180 8:15AM 35 354 36 0 425 66 127 28 0 221 54 144 113 2 313 51 82 22 1 156 1115 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 83 751 82 4 920 135 250 60 0 445 112 296 226 3 637 99 157 36 1 293 2295 4:30PM 41 220 51 5 317 119 363 58 0 540 65 104 83 15 267 57 207 56 0 320 1444 4:45PM 38 236 42 5 321 105 380 50 0 535 65 104 81 10 260 82 194 46 0 322 1438 Hourly Total 79 456 93 10 638 224 743 108 0 1075 130 208 164 25 527 139 401 102 0 642 2882 5:OOPM 40 224 56 6 326 128 337 51 0 516 60 138 90 5 293 55 237 55 1 348 1483 5:15PM 36 235 49 4 324 134 377 42 0 553 63 153 107 14 337 49 218 59 0 326 1540 5:30PM 35 234 41 4 314 98 353 61 1 513 56 126 101 15 298 50 159 52 0 261 1386 5:45PM 36 248 47 13 344 86 368 41 2 497 71 119 97 11 298 47 180 51 1 279 1418 Hourly Total 147 941 193 27 1308 446 1435 195 3 2079 250 536 395 45 1226 201 794 217 2 1214 5827 6:OOPM 25 247 51 8 331 108 380 63 0 551 50 116 82 12 260 60 138 37 3 238 1380 6:15PM 26 220 43 7 296 102 360 56 2 520 47 115 92 13 267 70 157 46 4 277 1360 Hourly Total 51 467 94 15 627 210 740 119 2 1071 97 231 174 25 527 130 295 83 7 515 2740 Total 542 4940 656 63 6201 1233 3657 597 8 5495 734 2095 1679 112 4620 894 2136 520 15 3565 19881 %Approach 8.7%79.7%10.6% 1.0% - 22.4% 66.6% 10.9% 0.1% - 15.9% 45.3% 36.3% 2.4% - 25.1% 59.9% 14.6% 0.4% - - %Total 2.7%24.8% 3.3% 0.3%312% 6.2%18.4% 3.0% 0%276% 3.7%10.5% 8.4% 0.6%232% 4.5%10.7% 2.6% 0.1%17.9% - Lights 539 4910 647 63 6159 1224 3617 589 8 5438 720 2063 1659 111 4553 887 2107 514 15 3523 19673 % Lights 99.4% 99.4 % 98.6 % 100 % 993% 99.3 % 98.9 % 98.7% 100% 99-0% 98.1 % 98.5% 98.8% 99.1 % 98.5% 99.2 % 98.6 % 98.8 % 100 % 98.8% 99.0 % Articulated Trucks 1 8 0 0 9 2 12 1 0 15 3 8 4 0 15 1 3 0 0 4 43 % Articulated Trucks 0.2% 0.2% 0% 0% 0.1% 0.2% 0.3% 0.2% 0% 03% 0.4% 0.4% 0.2% 0% 03% 0.1% 0.1% 0% 0% 0.1% 0.2% Buses and Single -Unit Trucks 2 22 9 0 33 7 28 7 0 42 11 24 16 1 52 6 26 6 0 38 165 °%Buses and Siagle- UnitTrucks 0.4% 0.4% 1.4% 0% 0.5% 0.6% 0.8% 1.2% 0% 0.8% 1.5% 1.1% 1.0% 0.9% 1-1% 0.7% 1.2% 1.2% 0% 1.1% 0.8% .L: Left, R: Right, T: Thru, U: U-Turn SOUTH LAKE BLVD @ RANDOL_MILL-TMC Thu Mar 23, 2023 Full Length (11:30 AM-1:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1049337, Location: 32.937605,-97.18582 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOULHLAKE BLVD Eastbound SOULHLAKE BLVD Westbound DAVIS BLVD Northbound DAVIS BLVD Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-03-2311:30AM 69 172 38 2 281 43 209 64 5 321 56 58 33 2 149 51 73 84 4 212 963 11:45AM 72 143 36 6 257 45 186 53 10 294 35 90 38 2 165 64 87 83 10 244 960 Hourly Total 141 315 74 8 538 88 395 117 15 615 91 148 71 4 314 115 160 167 14 456 1923 12:OOPM 79 182 37 7 305 38 171 63 8 280 43 94 38 4 179 56 72 94 7 229 993 12:15PM 91 175 35 4 305 50 176 40 14 280 45 87 28 4 164 52 102 92 8 254 1003 12:30PM 81 197 38 1 317 36 210 38 9 293 43 107 41 0 191 54 90 67 10 221 1022 12:45PM 93 169 35 7 304 38 188 52 9 287 40 89 37 2 168 70 101 114 6 291 1050 Hourly Total 344 723 145 19 1231 162 745 193 40 1140 171 377 144 10 702 232 365 367 31 995 4068 1:OOPM 98 262 52 6 418 51 198 51 16 316 49 92 41 4 186 67 83 82 6 238 1158 1:15PM 104 280 51 3 438 26 200 35 8 269 43 93 39 1 176 53 89 87 14 243 1126 Hourly Total 202 542 103 9 856 77 398 86 24 585 92 185 80 5 362 120 172 169 20 481 2284 Taal 687 1580 322 36 2625 327 1538 396 79 2340 354 710 295 19 1378 467 697 703 65 1932 8275 %Approach 26.2% 60.2% 12.3% 1.4% - 14.0% 65.7% 16.9% 3.4% - 25.7% 51.5% 21.4% 1.4% - 24.2% 36.1% 36.4% 3.4% - - %Total 8.3%19.1% 3.9% 0.4%31.7% 4.0%18.6% 4.8% 1.0%283% 4.3% 8.6% 3.6% 0.2%167% 5.6% 8.4% 8.5% 0.8%233% - Lights 678 1548 314 36 2576 315 1504 386 79 2284 351 690 286 19 1346 457 678 684 65 1884 8090 %Lights 98.7% 98.0% 97.5% 100% 98.1% 96.3% 97.8% 97.5% 100% 97.6% 99.2% 97.2% 96.9% 100% 977% 97.9% 97.3% 97.3% 100% 97.5% 97.8% Articulated Trucks 2 8 2 0 12 2 9 1 0 12 0 4 4 0 8 1 5 5 0 17 43 % Articulated Trucks 0.3% 0.5% 0.6% 0% 0.5% 0.6% 0.6% 0.3% 0% 0.5% 0% 0.6% 1.4% 0% 0.6% 0.2% 0.7% 0.7% 0% 0.6% 0.5% Buses and Single -Unit Trucks 7 24 6 0 37 10 25 9 0 44 3 16 5 0 24 9 14 14 0 37 142 %Buses and Siugle- =Tnacks 1.0% 1.5% 1.9% 0% 1.494 3.1% 1.6% 2.3% 0% 1.9% 0.8% 2.3% 1.7% 0% L 1.9% 2.0% 2.0% 0% 1.9% 1.7% .L: Left, R: Right, T: Thru, U: U-Turn SOUTH LAKE BLVD @ RANDOL_MILL-TMC Thu Feb 16, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039820, Location: 32.937605,-97.18582 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOUTHLAKE BLVD Eastbound SOULHLAKE BLVD Westbound DAVIS BLVD Northbound DAVIS BLVD Soudtbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-167:15AM 31 486 42 3 562 45 69 19 1 134 23 135 125 0 283 57 95 18 0 170 1149 730AM 34 400 27 0 461 40 110 26 0 176 31 208 160 2 401 82 118 22 1 223 761 7:45AM 46 358 40 0 444 55 128 30 0 213 34 191 151 7 383 90 100 21 1 212 1252 8:00AM 48 397 46 4 495 69 123 32 0 224 58 152 113 1 324 48 75 14 0 137 7180 Total 159 1641 1 7 1962 201 430 107 11 47 146 686 1 277 388 75 4842 %Approach 8.1%83.6% 7.9% 0.4% - 28.0% 57.6% 14.3% 0.1% - 10.5% 49.3% 39.5% 0.7% - 37.3% 52.3% 10.1% 0.3% - - %Total 3.3%33.9% 3.2% 0.1%40.5% 4.3% 8.9% 2.2% 0%154% 3.0% 14.2% 11.3% 0.2%287% 5.7% 8.0% 1.5% 0%153% - PHF 0.828 0.844 0.842 0.438 0.873 0.757 0.840 0.836 0.250 0.834 0.629 0.825 0.858 0.357 0.867 0.769 0.822 0.852 0.500 0.832 Lights 157 1633 151 7 1948 207 416 105 1 729 142 673 537 9 1361 273 383 72 2 730 4768 %Lights 98.7% 99.5% 97.4% 100%993% 99.0% 96.7% 98.1% 100% 976% 97.3% 98.1% 97.8°, 978% 98.6% 98.7% 96.0% 100%98.4% 98.5% Articulated Trucks 1 3 0 0 4 0 1 0 0 1 2 5 2 0 9 1 1 0 0 2 16 % Articulated Trucks 0.6% 0.2% 0% 0% 02% 0% 0.2% 0% 0% 0-1% 1.4% 0.7% 0.4% 0% 0.6% 0.4% 0.3% 0% 0% 03% 0.3% Buses and Single -Unit Trucks 1 5 4 0 10 2 13 2 0 17 2 8 10 1 21 3 4 3 0 10 1 58 °%Buses and Single - Unit Trucks 0.6% 0.3% 2.6% 0% 0.5% 1.0% 3.0% 1.9% 0% 23% 1.4% 1.2% 1.8% 10.0% 1-5% 1.1% 1.0% 4.0% 0% 13% 1.2% .L: Left, R: Right, T: Than, U: U-Turn SOUTHLAKE BLVD @ RANDOL_MILL - TMC Thu Mar 23, 2023 Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1049337, Location: 32.937605,-97.18582 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOUTHLAKE BLVD Eastbound SOUTHLAKE BLVD Westbound DAVIS BLVD Northbound DAVIS BLVD Soudibound Time L T R U App L T R U App L T R U App L T R U App lot 2023-03-2312:30PM 81 197 38 1 317 36 210 38 9 293 43 107 41 0 191 54 90 67 10 221 1022 12:45PM 93 169 35 7 304 38 188 52 9 287 40 89 37 2 168 70 101 114 6 291 1050 1:OOPM 98 262 52 6 418 51 198 51 16 316 49 92 41 4 186 67 83 82 6 238 7158 1:15PM 104 280 51 3 438 26 200 35 8 269 43 93 39 1 176 53 89 87 14 243 1126 Total 376 908 1477 151 7 176 42 1165 175 a W 0 f2l 244 363 I= a 0 4356 %Approach 25.5% 61.5% 11.9% 1.2% - 13.0% 68.3% 15.1% 3.6% - 24.3% 52.8% 21.9% 1.0% - 24.6% 36.6% 35.2% 3.6% - - %Total 8.6%20.8% 4.0% 0.4%33.9% 3.5%18.3% 4.0% 1.0%267% 4.0% 8.7% 3.6% 0.2%16.6% 5.6% 8.3% 8.0% 0.8%22.8% - PHF 0904 0.811 0.846 0.607 0.843 0.740 0948 0.846 0.656 0.922 0.893 0.890 0963 0.438 0.944 0.871 0.899 0.768 0.643 0.853 0. Lights 370 895 174 17 1456 145 774 172 42 1133 174 376 156 7 713 238 355 342 36 971 4273 % Lights 98.4 % 98.6 % 98.9% 100% 98.6% 96.0 % 97.2 % 97.7% 100% 973% 99.4% 98.7% 98.7 % 100% 98.9% 97.5% 97.8 % 97.7 % 100% 97.8% 78.19/6 Articulated Trucks 1 4 0 0 5 1 4 1 0 6 0 0 1 0 1 1 3 1 0 5 17 %Articulated Trucks 0.3% 0.4% 0% 0% 03% 0.7% 0.5% 0.6% 0% 0.5% 0% 0% 0.6% 0% 0.1% 0.4% 0.8% 0.3% 0% 0.5% 0.4% Buses and Single -Unit Trucla 5 9 2 0 16 5 18 3 0 26 1 5 1 0 7 5 5 7 0 17 66 %Buses and Siugle- =Trucks 1.3% 1.0% 1.1% 0% 1.194 3.3% 2.3% 1.7% 0% 22% 0.6% 1.3% 0.6% 0% 1-0% 2.0% 1.4% 2.0% 0% 1.7% 1 1.5% .L: Left, R: Right, T: Than, U: U-Turn SOUTH LAKE BLVD @ RANDOL_MILL - TMC Thu Feb 16, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039820, Location: 32.937605,-97.18582 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOULHLAKE BLVD Eastbound SOUTHLAKE BLVD Westbound DAVIS BLVD Northbound DAVIS BLVD Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-164:30PM 41 220 51 5 317 119 363 58 0 540 65 104 83 15 267 57 207 56 0 320 1444 4:45PM 38 236 42 5 321 105 380 50 0 535 65 104 81 10 260 82 194 46 0 322 1438 5:OOPM 40 224 56 6 326 128 337 51 0 516 60 138 90 5 293 55 237 55 1 348 1483 5:15PM 36 235 49 4 324 134 377 42 0 553 63 153 107 14 337 49 218 59 0 326 1540 Total 155 915 198 20 1288 486 1457 201 0144 253 499' a 144 1157 243 856 216 1 1316 5905 %Approach 12.0% 71.0% 15.4% 1.6% - 22.7% 68.0% 9.4%0% - 21.9% 43.1% 31.2% 3.8% - 18.5% 65.0% 16.4% 0.1% - - %Total 2.6% 15.5% 3.4% 0.3% 21.8% 8.2% 24.79/6 3.4% 0%363% 4.3% 8.5% 6.1% 0.7% 19.6% 4.1% 14.5% 3.7% 0%223% - PHF 0945 0.969 0.884 0.833 0.988 0.907 0959 0.866 - 0.969 0973 0.815 0.843 0.733 0.858 0.741 0903 0915 0.250 0.945 0.959 Lights 155 908 197 20 1280 484 1448 201 0 2133 250 495 359 44 1148 243 844 214 1 1302 5863 %Lights 100% 99.2% 99.5% 100%99.4% 99.6% 99.4% 100% 0% 99.5% 98.8% 99.2% 99.4% 100%992% 100% 98.6% 99.1% 100%98.9% 99.3% Articulated Trucks 0 3 0 0 3 0 3 0 0 3 1 1 0 0 2 0 1 0 0 1 9 % Articulated Trucks 0% 0.3% 0% 0% 02% 0% 0.2% 0% 0% 0.1% 0.4% 0.2% 0% 0% 02% 0% 0.1% 0% 0% 0.1% 0.2% Buses and Single -Unit Trucks 0 4 1 0 5 2 6 0 0 8 2 3 2 0 7 0 11 2 0 13 33 % Buses and Single -Unit Trucks 0% 0.4% 0.5% 0% 0.4% 0.4% 0.4% 0%0% 0A% 0.8% 0.6% 0.6% 0% 0.6% 0% 1.3% 0.9% 0% 1.0% 0.6% .L: Left, R: Right, T: Thru, U: U-Turn Thu Feb 6, 2 BLVD @SECOND DWY FROM W - TMC GRAM Traffi� Thu Feb Length 2023 NTX * Inc. Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) Provided by: GRAM Traffic NTX Inc. All Movements 1120 W. Lovers Lane, Arlington, TX, 76013, US ID: 1039824, Location: 32.938522,-97.184187 Leg Direction SOULHLAKE BLVD Eastbound SOULHLAKE BLVD Westbound COMMERCIAL DWY Northbound COMMERCIAL DWY Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-16 6:30AM 0 405 0 0 405 0 109 1 0 110 0 0 11 0 11 0 0 0 0 0 526 6:45AM 0 519 0 0 519 0 85 0 0 85 0 0 11 0 11 0 0 0 0 0 615 Hourly Total 0 924 0 0 924 0 194 1 0 195 0 0 22 0 22 0 0 0 0 0 1141 7:00AM 0 520 0 0 520 0 124 0 0 124 0 0 16 0 16 0 0 1 0 1 661 7:15AM 0 712 1 0 713 0 154 0 0 154 0 0 19 0 19 0 0 1 0 1 887 7:30AM 0 653 4 0 657 0 177 0 0 177 0 0 27 0 27 0 0 0 0 0 861 7:45AM 0 586 5 0 591 0 204 0 0 204 0 0 25 0 25 0 0 1 0 1 821 Hourly Total 0 2471 10 0 2481 0 659 0 0 659 0 0 87 0 87 0 0 3 0 3 3230 8:00AM 0 548 3 0 551 0 224 1 0 225 0 0 17 0 17 0 0 0 0 0 793 8:15AM 0 531 3 0 534 0 197 0 0 197 0 0 23 0 23 0 0 1 0 1 755 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1079 6 0 1085 0 421 1 0 422 0 0 40 0 40 0 0 1 0 1 1548 4:30PM 0 344 4 0 348 0 537 5 0 542 0 0 16 0 16 0 0 0 0 0 906 4:45PM 0 387 4 0 391 0 539 3 0 542 0 0 6 0 6 0 0 2 0 2 941 Hourly Total 0 731 8 0 739 0 1076 8 0 1084 0 0 22 0 22 0 0 2 0 2 1847 5:OOPM 0 360 2 0 362 0 552 1 0 553 0 0 12 0 12 0 0 0 0 0 927 5:15PM 0 380 3 0 383 0 506 1 0 507 0 0 10 0 10 0 0 0 0 0 900 5:30PM 0 382 5 0 387 0 274 4 0 278 0 0 13 0 13 0 0 0 0 0 678 5:45PM 0 382 5 0 387 0 256 2 0 258 0 0 5 0 5 0 0 0 0 0 650 Hourly Total 0 1504 15 0 1519 0 1588 8 0 1596 0 0 40 0 40 0 0 0 0 0 3155 6:OOPM 0 353 5 0 358 0 298 2 0 300 0 0 8 0 8 0 0 0 0 0 666 6:15PM 0 377 4 0 381 0 280 3 0 283 0 0 9 0 9 0 0 0 0 0 673 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 730 9 0 739 0 578 5 0 583 0 0 17 0 17 0 0 0 0 0 1339 Total 0 7439 48 0 7487 0 4516 23 0 4539 0 0 228 0 228 0 0 6 0 6 12260 %Approach 0% 99.4% 0.6% 0% - 0% 99.5% 0.5% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 60.7% 0.4% 0% 61.1% 0% 36.8% 0.2% 0% 37.0% 0% 0% 1.9% 0% p9% 0% 0% 0% 0% 0% - Lights 0 7377 48 0 7425 0 4459 23 0 4482 0 0 228 0 228 0 0 5 0 5 12140 %Lights 0% 99.2% 100% 0% 992% 0% 98.7% 100% 0% 98.7% 0% 0% 100% 0% 100% 0% 0% 83.3% 0% 833% 99.0% Articulated Trucks 0 15 0 0 15 0 16 0 0 16 0 0 0 0 0 0 0 0 0 0 31 % Articulated Trucks 0% 0.2% 0% 0% 02% 0% 0.4% 0% 0% OA% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.3% Buses and Single -Unit Trucks 0 47 0 0 47 0 41 0 0 41 0 0 0 0 0 0 0 1 0 1 89 %Buses and Single -Unit Tracks 0% 0.6% 0% 0% 0.6% 0% 0.9% 0% 0% 0.9% 0% 0% 0% 0% 0% 0% 0% 16.7% 0% 16.7% 0.79% .L: Left, R: Right, T: Thin, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W -TMC Thu Mar 23,2023 Full Length (11:30 AM-1:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1049339, Location: 32.938522,-97.184187 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOULHLAKE BLVD Eastbound SOULHLAKE BLVD Westbound SECOND DWY FROM W Northbound COMMERCIAL DWY Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-03-2311:30AM 0 357 7 0 364 0 305 1 0 306 0 0 11 0 11 0 0 2 0 2 683 11:45AM 0 338 4 0 342 0 302 2 0 304 0 0 13 0 13 0 0 1 0 1 660 Hourly Total 0 695 11 0 706 0 607 3 0 610 0 0 24 0 24 0 0 3 0 3 1343 12:OOPM 0 340 3 0 343 0 369 1 0 370 0 0 10 0 10 0 0 7 0 7 730 12:15PM 0 338 8 0 346 0 328 1 0 329 0 0 14 0 14 0 0 4 0 4 693 12:30PM 0 321 3 0 324 0 331 1 0 332 0 0 10 0 10 0 0 3 0 3 669 12:45PM 0 354 7 0 361 0 302 0 0 302 0 0 14 0 14 0 0 1 0 1 678 Hourly Total 0 1353 21 0 1374 0 1330 3 0 1333 0 0 48 0 48 0 0 15 0 15 2770 1:OOPM 0 329 4 0 333 0 402 5 0 407 0 0 13 0 13 0 0 2 0 2 755 1:15PM 0 316 6 0 322 0 407 2 0 409 0 0 14 0 14 0 0 0 0 0 745 Hourly Total 0 645 10 0 655 0 809 7 0 816 0 0 27 0 27 0 0 2 0 2 1500 Taal 0 2693 42 0 2735 0 2746 13 0 2759 0 0 99 0 99 0 0 20 0 20 5613 %Approach 0% 98.5% 1.5% 0% - 0% 99.5% 0.5% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 48.0% 0.7% 0% 48.7% 0% 48.9% 0.2% 0% 492% 0% 0% 1.8% 0% 1.8% 0% 0% 0.4% 0% 0.4% - Lights 0 2635 42 0 2677 0 2703 11 0 2714 0 0 99 0 99 0 0 20 0 20 5510 %Lights 0% 97.8% 100% 0% 97.9% 0% 98.4% 84.6% 0% 98A% 0% 0% 100% 0% 100% 0% 0% 100% 0% 100% 98.2% Articulated Trucks 0 13 0 0 13 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 20 %Articulated Trucks 0% 0.5% 0% 0% 0.5% 0% 0.3% 0% 0% 03% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.4% 13mes and Single -Unit Trucks 0 45 0 0 45 0 36 2 0 38 0 0 0 0 0 0 0 0 0 0 83 % Buses and Single -Unit Trucks 0% 1.7% 0% 0% 1.6% 0% 1.3% 15.4% 0% 1.4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1.5% .L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W -TMC Thu Feb 16, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039824, Location: 32.938522,-97.184187 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOULHLAKE BLVD Eastbound SOUTHLAKE BLVD Westbound COMMERCIAL DWY Northbound COMMERCIAL DWY Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-16 7:15AM 0 712 1 0 713 0 154 0 0 154 0 0 19 0 19 0 0 1 0 1 887 7:30AM 0 653 4 0 657 0 177 0 0 177 0 0 27 0 27 0 0 0 0 0 861 7:45AM 0 586 5 0 591 0 204 0 0 204 0 0 25 0 25 0 0 1 0 1 821 8:00AM 0 548 3 0 551 0 224 1 0 225 0 0 17 0 17 0 0 0 0 0 793 0 759 1 0 760 0 0 2 0 2 3362 %Approach 0% 99.5% 0.5% 0% - 0% 99.9% 0.1% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 74.3% 0.4% 0% 747% 0% 22.6% 0% 0% 22-6% 0% 0% 2.6% 0% 2.6% 0% 0% 0.1% 0% 0-1% - PHF - 0.877 0.650 - 0.881 - 0.847 0.250 - 0.844 - - 0.815 - 0.815 - - 0.500 - 0.500 Ligb6 0 2471 13 0 2484 0 739 1 0 740 0 0 88 0 88 0 0 2 0 2 3314 %Lights 0% 98.9% 100% 0% 98.9% 0% 97.4% 100% 0% 974% 0% 0% 100% 0% 100% 0% 0% 100% 0% 100% 98.6% Articulated Trucks 0 7 0 0 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8 % Articulated Trucks 0% 0.3% 0% 0 ` O- % 0% 0.1% 0% 0% 01% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.2% Buses and Single -Unit Trucks 0 21 0 0 21 0 19 0 0 19 0 0 0 0 0 0 0 0 0 0 40 % Buses and Single -Unit Trucks 0% 0.8% 0% 0% 0.8% 0% 2.5% 0% 0% 2-5% 0% 0% 0% 0% 0% 0% 0% 0% 0% .L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W -TMC Thu Mar 23,2023 Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1049339, Location: 32.938522,-97.184187 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOULHLAKE BLVD Eastbound SOULHLAKE BLVD Westbound SECOND DWY FROM W Northbound COMMERCIAL DWY Soudibound Time L T R U App L T R U App L T R U App L T R U App lot 2023-03-2312:30PM 0 321 3 0 324 0 331 1 0 332 0 0 10 0 10 0 0 3 0 3 669 12:45PM 0 354 7 0 361 0 302 0 0 302 0 0 14 0 14 0 0 1 0 1 678 1:OOPM 0 329 4 0 333 0 402 5 0 407 0 0 13 0 13 0 0 2 0 2 755 1:15PM 0 316 6 0 322 0 407 2 0 409 0 0 14 0 14 0 0 0 0 0 745 Taal 0 0 1442 8 0 1450 0 0 6 0 6 2847 %Approach 0% 98.5% 1.5% 0% - 0% 99.4% 0.6% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 46.4% 0.7% 0% 47.1% 0% 50.6% 0.3% 0% 50.9% 0% 0% 1.8% 0% 1.8% 0% 0% 0.2% 0% 02% - PHF - 0932 0.714 - 0.928 - 0.886 0.400 - 0.886 - - 0911 - 0.911 - - 0.500 - 0.500 Lights 0 1292 20 0 1312 0 1421 6 0 1427 0 0 51 0 51 0 0 6 0 6 2796 %Lights 0% 97.9% 100% 0% 97.9% 0% 98.5% 75.0% 0% 98A% 0% 0% 1009% 0% 0% 100% 0% 100% 98.2% Articulated Trucks 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 6 %Amiculated Trucks 0% 0.2% 0% 0% 02% 0% 0.2% 0% 0% 02% 0% 0% 0% 0% (1?6 0% 0% 0% 0% 0% 0.2% 13mes and Smgle-Unit Trucks 0 25 5 0 0 251 0 18 2 0 20 0 0 0 0 0 0 0 0 0 0 45 % Buses and Single -Unit Tracks 0% 1.9% 0% 0% 1.9% 0% 1.2% 25.0% 0% 1.4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 094 .L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W -TMC Thu Feb 16, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039824, Location: 32.938522,-97.184187 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction SOULHLAKE BLVD Eastbound SOUTHLAKE BLVD Westbound COMMERCIAL DWY Northbound COMMERCIAL DWY Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-164:30PM 0 344 4 0 348 0 537 5 0 542 0 0 16 0 16 0 0 0 0 0 906 4:45PM 0 387 4 0 391 0 539 3 0 542 0 0 6 0 6 0 0 2 0 2 941 5:OOPM 0 360 2 0 362 0 552 1 0 553 0 0 12 0 12 0 0 0 0 0 927 5:15PM 0 380 3 0 383 0 506 1 0 507 0 0 10 0 10 0 0 0 0 0 900 0 2134 10 0 2144 0 0 2 0 2 3674 %Approach 0% 99.1% 0.9% 0% - 0% 99.5% 0.5% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 40.0% 0.4% 0% 40.4% 0% 58.1% 0.3% 0% 58-4% 0% 0% 1.2% 0% 12% 0% 0% 0.1% 0% 0-1% - PHF - 0950 0.813 - 0.949 - 0966 0.500 - 0.969 - - 0.688 - 0.688 - - 0.250 - 0250 Ligb6 0 1463 13 0 1476 0 2120 10 0 2130 0 0 44 0 44 0 0 2 0 2 3652 %Lights 0% 99.5% 100% 0% 99.5% 0% 99.3% 100% 0% 993% 0% 0% 100% 0% 100% 0% 0% 100% 0% 100% 99.4% Articulated Trucks 0 4 0 0 4 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 8 % Articulated Trucks 0% 0.3% 0% 0% 03% 0% 0.L 0% 0% 02% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.2% Buses and Single -Unit Trucks 0 4 0 0 4 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 14 % Buses and Single -Unit Trucks 0% 0.3% 0% 0% 03% 0% 0.5% 0% 0% 0-5% 0% 0% 0% 0% 0% 0% 0% 0% 0% .L: Left, R: Right, T: Thru, U: U-Turn RANDOLL MILL@ SECONDDWYFROMN -TMC Thu Feb 16, 2023 Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039821, Location: 32.936627,-97.185676 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction COMMERCIAL DWY Eastbound N SECOND DWY Westbound DAVIS BLVD Northbound DAVIS BLVD Soudrbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-16 6:30AM 0 0 0 0 0 0 0 2 0 2 0 187 5 0 192 0 0 0 0 0 194 6:45AM 0 0 0 0 0 0 0 1 0 1 0 210 7 0 217 0 0 0 0 0 218 Hourly Total 0 0 0 0 0 0 0 3 0 3 0 397 12 0 409 0 0 0 0 0 412 7:00AM 0 0 0 0 0 0 0 4 0 4 0 247 5 0 252 0 0 0 0 0 256 7:15AM 0 0 0 0 0 0 0 3 0 3 0 309 8 0 317 0 0 0 0 0 320 7:30AM 0 0 0 0 0 0 0 3 0 3 0 390 7 0 397 0 0 0 0 0 400 7:45AM 0 0 0 0 0 0 0 4 0 4 0 339 4 0 343 0 0 0 0 0 347 Hourly Total 0 0 0 0 0 0 0 14 0 14 0 1285 24 0 1309 0 0 0 0 0 1323 8:00AM 0 0 0 0 0 0 0 3 0 3 0 311 10 0 321 0 0 0 0 0 324 8:15AM 0 0 0 0 0 0 0 6 0 6 0 319 8 0 327 0 0 0 0 0 333 Hourly Total 0 0 0 0 0 0 0 9 0 9 0 630 18 0 648 0 0 0 0 0 657 4:30PM 0 0 0 0 0 0 0 19 0 19 0 243 18 0 261 0 0 0 0 0 280 4:45PM 0 0 0 0 0 0 0 16 0 16 0 277 8 0 285 0 0 0 0 0 301 Hourly Total 0 0 0 0 0 0 0 35 0 35 0 520 26 0 546 0 0 0 0 0 581 5:OOPM 0 0 0 0 0 0 0 19 0 19 0 277 13 0 290 0 0 0 0 0 309 5:15PM 0 0 0 0 0 0 0 22 0 22 0 311 17 0 328 0 0 0 0 0 350 5:30PM 0 0 0 1 1 0 0 27 0 27 0 275 7 0 282 0 0 0 0 0 310 5:45PM 0 0 0 0 0 0 0 18 0 18 0 251 14 0 265 0 0 0 0 0 283 Hourly Total 0 0 0 1 1 0 0 86 0 86 0 1114 51 0 1165 0 0 0 0 0 1252 6:OOPM 0 0 0 0 0 0 0 27 0 27 0 244 10 0 254 0 0 0 0 0 281 6:15PM 0 0 0 0 0 0 0 20 0 20 0 236 8 0 244 0 0 0 0 0 264 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 47 0 47 0 480 18 0 498 0 0 0 0 0 545 Total 0 0 0 1 1 0 0 194 0 194 0 4426 149 0 4575 0 0 0 0 0 4770 %Approach 0% 0% 0% 100% - 0% 0% 100% 0% - 0% 96.7% 3.3% 0% - 0% 0% 0% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 4.1% 0% 4.1% 0% 92.8% 3.1% 0% 95.9% 0% 0% 0% 0% 0% - Lights 0 0 0 1 1 0 0 193 0 193 0 4357 149 0 4506 0 0 0 0 0 4700 %Lights 0% 0% 0% 100% 100% 0% 0% 99.5% 0% 99.5% 0% 98.4% 100% 0% 98.5% 0% 0% 0% 0% - 98.5% Articulated Truda 0 0 0 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 13 %Articulated Trucks 0% 0707 07 (1?6 0% 0% 0% 0% 0% 0% 0.3% 0% 0% 03% 00/10% 0% 0% - 0.3% Buses and Single -Unit Trucks 0 0 0 0 0 0 0 1 0 1 0 56 0 0 56 0 0 0 0 0 57 %Buses and Single -Unit Tracks 0% 0% 0% 0% 0% 0% 0% 0.5% 0% OS% 0% 1.3% 0% 0% 12% 0% 0% 0% 0% - 1.29% .L: Left, R: Right, T: Thru, U: U-Turn RANDOL MILL @ SECOND DWY FROM N -TMC Thu Mar 23, 2023 Full Length (11:30 AM-1:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1049338, Location: 32.936627,-97.185676 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction West Eastbound SECOND DWY FROM N Westbound DAVIS BLVD Northbound DAVIS BLVD Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-03-2311:30AM 0 0 0 0 0 0 0 21 0 21 0 221 10 0 231 0 198 4 0 202 454 11:45AM 0 0 0 0 0 0 0 11 0 11 0 219 12 0 231 0 248 8 0 256 498 Hourly Total 0 0 0 0 0 0 0 32 0 32 0 440 22 0 462 0 446 12 0 458 952 12:OOPM 0 0 0 0 0 0 0 13 0 13 0 231 6 0 237 0 237 6 0 243 493 12:15PM 0 0 0 0 0 0 0 20 0 20 0 232 10 0 242 0 239 7 0 246 508 12:30PM 0 0 0 0 0 0 0 12 0 12 0 220 2 0 222 0 224 8 0 232 466 12:45PM 0 0 0 0 0 0 0 16 0 16 0 275 12 0 287 0 219 5 0 224 527 Hourly Total 0 0 0 0 0 0 0 61 0 61 0 958 30 0 988 0 919 26 0 945 1994 1:OOPM 0 0 0 0 0 0 0 18 0 18 0 214 13 0 227 0 235 4 0 239 484 1:15PM 0 0 0 0 0 0 0 22 0 22 0 238 12 0 250 0 246 13 0 259 531 1:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 40 0 40 0 452 25 0 477 0 481 17 0 498 1015 Total 0 0 0 0 0 0 0 133 0 133 0 1850 77 0 1927 0 1846 55 0 1901 3961 %Approach 0% 0% 0% 0% - 0% 0% 100% 0% - 0% 96.0% 4.0% 0% - 0% 97.1% 2.9% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 3.4% 0% 3.4% 0% 46.7% 1.9% 0% 48.6% 0% 46.6% 1.4% 0% 48-0% - Lights 0 0 0 0 0 0 0 133 0 133 0 1803 76 0 1879 0 1817 55 0 1872 3884 %Lights 0% 0% 0% 0% - 0% 0% 100% 0% 100% 0% 97.5% 98.7% 0% 97.5% 0% 98.4% 100% 0% 98-5% 98.1% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 6 0 0 6 18 % Articulated Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0.6% 0% 0% 0.6% 0% 0.3% 0% 0% 03% 0.5% Buses and Single-Uni[Tracks 0 0 0 0 0 0 0 0 0 0 0 35 1 0 36 0 23 0 0 23 59 % Buses and Single-Uni[Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 17, 1.3% 0% 1.9% 0% 1.2% 0% 0% 1-2%T 1.5% .L: Left, R: Right, T: Thru, U: U-Turn RANDOLL MILL@ SECONDDWYFROMN -TMC Thu Feb 16, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039821, Location: 32.936627,-97.185676 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction COMMERCIAL DWY Eastbound N SECOND DWY Westbound DAVIS BLVD Northbound DAVIS BLVD Soudibound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-16 7:30AM 0 0 0 0 0 0 0 3 0 3 0 390 7 0 397 0 0 0 0 0 400 7:45AM 0 0 0 0 0 0 0 4 0 4 0 339 4 0 343 0 0 0 0 0 347 8:00AM 0 0 0 0 0 0 0 3 0 3 0 311 10 0 321 0 0 0 0 0 324 8:15AM 0 0 0 0 0 0 0 6 0 6 0 319 8 0 327 0 0 0 0 0 333 0 0 0 0 0 16 0 1359 0 0 0 0 0 1404 %Approach 0% 0% 0% 0% - 0% 0% 100% 0% - 0% 97.9% 2.1% 0% - 0% 0% 0% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 1.1% 0% 1.1% 0% 96.8% 2.1% 0% 98.9% 0% 0% 0% 0% 0% - PFF - - - - - - - 0.667 - 0.667 - 0.871 0.725 - 0.874 - - - - - 0.878 Lights 0 0 0 0 0 0 0 15 0 15 0 1327 29 0 1356 0 0 0 0 0 1371 %Lights 0% 0% 0% 0% - 0% 0% 93.8% 0% 93.8% 0% 97.6% 100% 0% 97.7% 0% 0% 0% 0% - 97.6% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 5 %Articulated Trucks 0% 0% 0% 0% - O% 0% 0% 0% 0% 0% 0.4% 0% 0% 0.4% 0% 0% 0% 0% - 0.4% Buses and Single -Unit Trucks 0 0 0 0 0 0 0 1 0 1 0 27 0 0 271 0 0 0 0 01 28 %Buses and Single -Unit Trucks 1 0% 0% 0% 0% - 0% 0% 6.3% 0% 63% 0% 2.0% 0% 0% 1.9% 0% 0% 0% 0% -1 2.0% .L: Left, R: Right, T: Thin, U: U-Turn RANDOL MILL @ SECOND DWY FROM N -TMC Thu Mar 23, 2023 Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1049338, Location: 32.936627,-97.185676 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction West Eastbound SECOND DWY FROM N Westbound DAVIS BLVD Northbound DAVIS BLVD Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-03-2312:30PM 0 0 0 0 0 0 0 12 0 12 0 220 2 0 222 0 224 8 0 232 466 12:45PM 0 0 0 0 0 0 0 16 0 16 0 275 12 0 287 0 219 5 0 224 527 1:OOPM 0 0 0 0 0 0 0 18 0 18 0 214 13 0 227 0 235 4 0 239 484 1:15PM 0 0 0 0 0 0 0 22 0 22 0 238 12 0 250 0 246 13 0 259 531 0 0 0 0 0 68 0 947 39 986 0 924 30 0 954 2008 %Approach 0% 0% 0% 0% - 0% 0% 100% 0% - 0% 96.0% 4.0% 0% - 0% 96.9% 3.1% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 3.4% 0% 3.4% 0% 47.2% 1.9% 0% 49.1% 0% 46.0% 1.5% 0% 475% - PHF - - - - - - - 0.773 - 0.773 - 0.861 0.750 - 0.859 - 0939 0.577 - 0.921 0.945 Lights 0 0 0 0 0 0 0 68 0 68 0 928 38 0 966 0 911 30 0 941 1975 %Lights 0% 0% 0% 0% - 0% 0% 100% 0% 100% 0% 98.09/6 ,, 09% 98.0% 09% 98.69% 1009% 09% 98-6% 98.4% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 0 0 2 6 % Articulated Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0. 0% 0% 0% 0.4% 0% 0.2% 0% 0% 02% 0.3% Buses and Single -Unit Trucks 0 0 0 0 0 0 0 0 0 0 0 15 1 0 16 0 11 0 0 11 27 % Buses and Single -Unit Trucks 0% 0% 0% 0% - 1 0% 0% 0% 0% 094 0% 1.6% 2.6% 0% 1.6% 0% 1.2% 0% 0% 12% 1.3% .L: Left, R: Right, T: Thru, U: U-Turn RANDOL MILL @ SECOND DWY FROM N -TMC Thu Feb 16, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks) All Movements ID: 1039821, Location: 32.936627,-97.185676 GRAM Traffic NTX * Inc. Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg Direction COMMERCIAL DWY Eastbound N SECOND DWY Westbound DAVIS BLVD Northbound DAVIS BLVD Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-02-164:45PM 0 0 0 0 0 0 0 16 0 16 0 277 8 0 285 0 0 0 0 0 301 5:OOPM 0 0 0 0 0 0 0 19 0 19 0 277 13 0 290 0 0 0 0 0 309 5:15PM 0 0 0 0 0 0 0 22 0 22 0 311 17 0 328 0 0 0 0 0 350 5:30PM 0 0 0 1 1 0 0 27 0 27 0 275 7 0 282 0 0 0 0 0 310 0 0 0 1 1 0 0 84 0 0 1140 45 0 0 0 0 0 1270 %Approach 0% 0% 0% 100% - 0% 0% 100% 0% - 0% 96.2% 3.8% 0% - 0% 0% 0% 0% - - %Total 0% 0% 0% 0.1% 0.1% 0% 0% 6.6% 0% 6.6% 0% 89.8% 3.5% 0% 933% 0% 0% 0% 0% 0% - PHF - - - 0.250 0250 - - 0.778 - 0778 - 0916 0.662 - 0.903 - - - - - 0.907 Lights 0 0 0 1 1 0 0 84 0 84 0 1131 45 0 1176 0 0 0 0 0 1261 %Lights 0% 0% 0% 100% 100% 0% 0% 100% 0% 100% 0% 99.2% 100% 0% 0% 0% 0% - 99.3% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% 0% 0% 0.1% 0% 0% 0% 0% -7771) Buses and Single -Unit 0 0 0 0 0 0 0 0 0 01 0 8 0 0 81 0 0 0 0 01 8 % Buses and Single -Unit Trade; 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.7% 0% 0% OJ% 0% 0% 0% 0% -1 0.6% .L: Left, R: Right, T: Than, U: U-Turn Appendix D - Distribution Tables & Calculations for Background 2024 & Buildout 2024 Traffic Conditions Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 67 Collected Traffic Count Data Intersection #:1 1 9outhiake Blvd (FM 1]09) Bantlol Mill Ave (FM 1938) EB WB NB 9B U-Turn Lett TM1m R19M U-Tum Lip TM1ru Bight U-Turn Lett TM1ru Bight U-Tum Lett Bight Stall PHF AM 7 159 1,641 155 1 269 436 167 16 146 686 549 2 2]] 75 I:>5 AM 096D MID 17 376 968 176 42 151 796 176 7 175 381 158 36 244 350 >23D PM 094D PM 26 155 915 198 6 486 1,45] 201 44 253 499 361 1 243 M2% 216 4:3OPM 0959 HeavyVeh% AM 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3% 2% 2% 4% Heav Veh%: MID 2% 2% � 2% 2% 4% 3% 3% 2% 2% 2% 2% 2% 3% 3% Heav Veh%: PM 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Approach Vol AM 1,962 ]4] 1,391 742 Approach Vol MID 1,4]] 1,165 721 993 Approach Vol PM 1,288 2,144 1,15] 1,316 De artureVDl AM 658 2468 762 954 Deaq,reVDl MID 1338 >352 697 963 De arture VDl PM 1946 > 5219 1584 856 Link Total AM 2,626 3,215 2,153 1,696 Link Total MID 2,815 2,517 1,418 1,962 Link Total PM 3,234 3,663 2,]41 2,1]2 Esbmated Lnk ADL 32340 36630 27410 21720 Grow[M1 MExiztin T2ffic [o to roan Year EB WB NB SB 2ffi Tc Count Year 2823 U-Turn Lett ThouR19M U-Tum Left TM1ru Bight U-Turn Lett ThouBight U-Tum Left TM1m BigM1[ Backgrountl Year: 2824 AM 8 163 1,674 159 2 214 439 116 11 149 ]66 566 3 283 396 ]] Orow[M1Rate 1 20% MID 18 384 92] 186 43 155 812 186 8 179 389 162 3] 249 3]1 35] Factor: 1 02 PM AM MID PM 21 159 934 262 6 496 1,48] 206 1 45 1 259 1 569 369 1 2 1 248 1 874 1 221 Backgrountl Traffic Reassignment 1 EB WB NB SB U-Tum Left ThouRight U-Tum LeR TM1m Right U-Tum Left TM1m Right U-Tum Left TM1m RigM1[ Background Land Use 1 EB WB NB SB U-Turn Left TM1m Right U-Tum Left TM1ru Right U-Turn Left TM1m Right U-Tum Left TM1m Right Trip En[er Dist AM Trips: En[er Dist MIO Trips: En[er Dist PM W AM8 MID PM U-Tum Left TM1ru Right U-Turn Left TM1m Right U-Tum Left TM1m Right 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Background Traffic Condition Southiake Blvd (FM 1]09) Rantlol Mill Ave (FM 1938) EB WB NB SB U-Turn Left I TM1m I R19M U-Tum Lip TM1ru Right U-Turn Left ThouRight U-Tum Left TM1m Right Stall PHF AM 8 1 163 1 1,674 1 159 2 214 439 110 11 149 766 566 3 283 396 ]] I:>5 AM 096D MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 >23D PM 094D PM 21 159 934 262 6 496 1,48] 206 45 259 569 369 2 248 874 221 4:3D PM 0969 ApproacinVol AM 2,004 765 1,420 759 ApproachVol MID 1,509 1,190 738 1,014 ApproachVol PM 1,316 2,189 1,182 1,345 De aq,reVDl AM 673 2519 780 976 De aq,reVDl MID 1366 1381 714 999 De arture VDl PM 1988 1551 1617 876 Link Total A 1 2,W] 3,284 2,200 1,]35 Link Toi MID 2,8]5 2,5]1 1,452 2,004 Link Total PM 3,304 3,740 2,]99 2,221 EaYlmetetllJnk ADL 33 D4D 3I4DD 2I99D 222>D Con[Inuetl ToDd Background Traffic Imersecfion p: 1 9outhiake Blvd (FM 1]09) Bantlol MITI Ave (FM 1938) EB WB NB 9B U-Turn Left TM1m BIgM I. -Turn Leff TM1m !12ht U-Turn Leff TM1m Right U-Tum Left TM1m Fill StartTMe PHF AM 8 163 1,W4 159 2 214 439 110 11 149 ]66 566 3 283 396 ]] I:>5 AM 096D MID 18 384 92] 186 43 155 812 186 8 1]9 389 162 37 249 371 35] >23D PM 094D PM 21 159 934 262 6 496 1 48] P➢6 45 259 569 369 2 248 874 221 4:3O PM 0959 Traffic Reassignment for Driveway Consolidation EB WB NB 9B U-Tum Left TM1m RIgM U-Tum Leff TM1m RIgM1[ U-Tum Left TM1m RIgM I. -Turn Left TM1m RIgM1[ AM MID PM Primary Tnps Associated with Proposed Development EB WB NB 9B U-Turn Left I TM1m I Right I. -Turn Left Thru Right U-Turn Left TM1m Right I. -Turn Left TM1m Right Trip Generation Data Enter Dlst AM 30% 20% Tn s: 27 Enter Dlst MID 30a 20% Tn s: 31 Enter Dlst PM 30% 20% Tn s: 19 Exl[Dlst AM 20% 30% 20% Exl[Dlst MIO 20% 30% 20% Tn s: 31 Exl[Dlst PM 20% 30% 20% Trios 1 17 U-Turn Left TM1m Right I. -Turn Left Thru Right U-Turn Left TM1m Right I. -Turn Left TM1m Right AM 6 6 9 6 6 6 6 6 6 9 6 6 6 6 6 6 MID 8 8 18 8 8 8 8 8 ] 18 ] 8 8 ] 8 8 PM 8 8 6 8 8 8 8 8 4 6 4 8 8 4 8 8 Pass -By / Divertetl Tnps Associatetl with Proposed Development EB WB NB 9B U-Turn Left TM1m Right I. -Turn Left Thru Right U-Turn Left TM1m Right I. -Turn Left TM1m Right Trip Generation Data Enter Dlst AMN 30% 20% -20% Trips: 28 Enter Dlst MIO30% 20% -20% Trips: 32 Enter Dlst PM30% 20% -20% Tn s: 23 Exl[Dlst AM 20% 30% Tn s: 26 Exl[Dlst MIO 20% 30% Tn s: 30 Exl[Dlst PM 20% 30% Tn s: 21 I. -Turn Left Thru Right U-Turn Left TM1m Right I. -Turn Left TM1m Right AM6 6 9 6 6 8 6 6 6 6 -6 6 D 6 6 -10 6 6 9 6 6 6 ] -] 6 PM 8 8 -] 8 5 ] 8 8 8 5 -5 8 TMal9ite Traffic 9outhiake Blvd (FM 1]09) Ave (FM 1938) EB WB 9B U-Tum Left TM1m RI0M U-Turn Left TM1m RI0M1[ JUAM �176R"ORMO.l 6 6 9 6 6 6 5 6 6 12 1 6 1 6 PPMID 6 6 16 6 6 6 -10 6 M 6 6 6 6 6 6 -] 6 9 13 4 6 B ulltlout - Total Traffic Condition 9outhiake Blvd (FM 1]09) Rantlol Mill Ave (FM 1938) EB WB NB 9B U-Turn Left I TM1m I RI9M I. -Turn Left Thru Right U-Tum Left TM1m RIgM U-Tum Left TM1m Right Start Time PHF AM 8 l 1g 159 2 214 436 110 23 166 766 566 3 L95 396 ]] I:>5 AM 0960 MID 18 38463 93] 180 43 155 862 180 21 198 396 162 3] 263 364 35] >230 PM 0940 PM 21 159 946 262 6 496 1,486 206 54 272 513 369 2 25] 869 221 4:30 PM 0969 ApproacinVol AM 2,013 756 1,455 ]65 A macM1 Vol MID 1,519 1,180 ]]] 1,021 ApproacinVol PM 1,322 2,182 1,208 1,349 -Departure VDI AM 681 2 540 786 992 De arture VDI MID 1375 1405 720 997 De arture V01 PM 1994 1566 1621 a Link Total AM 2,694 3296 2,241 1,]4] Link Tobl MID 2,894 2,585 1,497 2,018 LlLID Tobl PM 3,316 3,]48 2,B29 2,2L9 Al kADT 33>60 37480 28290 22290 AMI 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 MID 0 0 0 0 0 0 0 1 0 0 1 0 0 0 PM 1 0 1 0 1 0 1 0 1 0 1 0 1 010 1 0 0 0 0 Background Traffic Condition Southlake Blvd (FM 1709) 1 Access Point 1 (2ntl Driveway West) Right I Left I Thou I Right I Left I Tom I Right I Left I Thou I Right I Start Time I PHF 1230AM 1 0.943 roach Vol AM 2,563 762 90 0 roach Vol MID 1,368 1189 53 0 roachVol PM 1,515 2187 45 0 ,mule Vol AM 762 2,639 14 0 arture Vol MID 1,189 1,400 21 0 arture Vol PM 2187 1 546 14 0 Link Total AM 3,325 3,401 104 0 Link Total MID 2,55] 2,589 14 0 LinkTotal PM 3702 3733 59 0 Left I Thru I Right I Left I Thru Thru I Right I StartTime I PHF Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM MID PM Primary Trips Associated with Proposed Development EB WB NB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data Enter Dist.: AM 5H Trips: 21 Enter Dist.: MID N Trips: 31 Enter Dist.:I PM I 1 50% 1 1 1 1 1 1 1 1 1 1 Trips 111 19 Exit Dist.:I AM 1 30% 1 1 1 1 Trips:1 27 Exit Dist.: MID1 30% 1 1 1 1 Trios:1 31 Left I Thru I Riaht I Left I Thru Left I Thru I Right I Left I Thru Thru Thru I Right I Trip Generation Data IRgi=Md. :1f11lm=Mimmd.IIII 1lm=Miamd.1111 f11iLa�Rgia��Bi��:�f11iT AM 0 -9 14 0 -9 0 0 1 0 8 0 0 0 MID 0 -10 16 0 -10 0 0 0 9 0 0 0 PM 0 -7 12 0 -7 0 010 7 0 0 0 AMI 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 MID 0 0 0 0 0 0 0 1 0 0 1 0 0 0 PM 1 0 1 0 1 0 1 0 1 0 1 0 1 010 1 0 0 0 0 Background Traffic Condition Access Point 2 (2ntl Driveway South) I Randol Mill Ave (FM 1938) Right I Left I Thm I Right I Left Thru Right Left Thru Right Start Time PHF 0 0 0 1] 0 1,38] 30 0 ]]8 0 730AM 0.8T8 0 1 0 1 0 1 10 1 0 1 966 1 40 1 0 1 711 1 0 1 1230 PM 1 0.945 roach Vol AM 0 11 1,417 118 roach Vol MID 0 10 1,006 711 roachVol PM 0 86 1,209 1,616 srtuie Vol AM 0 30 778 1,404 arture Vol MID 0 40 711 1,036 arture Vol PM 0 46 1 616 1 249 Link Total AM 0 41 2195 2182 Link Total MID 0 110 1,717 1,747 Link Total PM 0 132 2825 2865 Left I Thru I Right I Left I Thru Thru I Right I StartTime I PHF Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM MID PM Primary Trips Associated with Proposed Development EB WB NB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data Enter Dist.: AM 20% Trips: 2T E nter Dist.: MID 20% Trips: 31 Enter Dist.:I PM I I I I I I 1 1 20% 1 1 1 1 Trips 111 19 Exit Dist.:I AM 1 70% 1 1 1 1 1 20% 1 1 Trips:1 27 Exit Dist.: MID1 70% 1 1 1 1 1 20% 1 1 Trios:1 31 Left I Thru I Riaht I Left I Thru Left I Thru I Right I Left I Thru Thru Thru I Right I Trip Generation Data IRgi=Md. :1f11lm=Mimmd.IIII 1lm=Miamd.1111 f11iLa�Rgia��Bi��:�f11iT AM 0 0 0 0 0 19 0 1 -6 6 0 0 0 MID 0 0 0 0 0 21 0 1 -7 7 0 0 0 PM 0 0 0 0 0 15 0 1 S 5 0 0 0 Appendix E — Existing Traffic Signal Timing Plans Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 74 3/22/23, 11. 37 AM F 193820230322 1136 html All Data Report #2 Dete/Flme'. 2023-03-22 11 36'. 12. 746225 Intersection Name FM1709@ FM1938(04-2022) Intersection Alias: FM1709/F1938 Access Code Connection Method Revision Port 2 Baud Race 9999 Database Only 522 6-38400 Access Data Port Configuration Poe Baud Rate Data Bits Parity a5 Di R1S 2 5 0 0 False False False 3 5 0 0 False False False Scoot Default Data Spat Data Default Data VEHICLE AND PEDESTRIAN TIMES Phase Data Bank 1: Address Water. GPS Enabled GPS Port False 8 Vehicle Basic Timings Misc Timings Pedestrian Timings Phase Min Passage Maxi Mast BMAX BSTP/10 yeD10 Red/10 Green yellow Walk Walk Bike Bike Walk Red Alt Alt Flash Est Actuated Green Belay Belay Offset Offset Green Ps Or Walk Red Walk Red Best in Time Mode or Clr Walk 1 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 50 30 0 0 0 0 0 0 7 38 0 0 False 0 False 3 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False 5 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False 7 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False Phase Data Bank 2: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase Min Passage Masi Mast BMAX BSTP/10 yeD10 Red/10 Green yellow Walk Walk Bike Bike Walk Red Alt Alt Flash Est Actuated Green Belay Belay Offs. Offs. Green Ps Or Walk Red Walk Red Best in Time Mode or Clr Walk 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False 3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 39 0 0 False 0 False 5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False 7 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 38 0 0 False 0 False Phase Data Bank 3: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase Min Passage Masi Mast BMAX BSTP/10 yeD10 Red/10 Green yellow Walk Walk Bike Bike Walk Red Alt Alt Flash Est Actuated Green Belay Belay Offs. Offs. Green Ps Or Walk Red Walk Red Best in Time Mode or Clr Walk 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False file///C/Pmgrom Files P86)/ITS SofNVaIP%FACTICS Central/Report Date/Intersection/FM1709/F1938/RptAIl0ata2_FM 1709/F1938_20230322_1136 html 1/17 3/22/23, 11. 37 AM F1938 20230322 1136 html 3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 1 39 0 0 False 0 False 5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 1 31 0 0 False 0 False 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 1 38 0 0 False 0 False Phase Data Bank 4: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase Min Passage Maxi Ml OMAX OSTP/10 Yel/10 Red/10 Green Yellow Walk Walk Bike Bike Walk Ped Alt Alt Flash Ext Actuated Green Delay Delay Oil M Oil M Green Ps Clr Walk Ped Walk Ped Restin Time Mode Clr Clr Walk 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 1 31 0 0 False 0 False 3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 1 39 0 0 False 0 False 5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 1 31 0 0 False 0 False 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 1 38 0 0 False 0 False DENSITY TIMES AND GEN ERAL/VEHICLE/SEQUENCE CONTROL Phase Data Bank 1- Vehicle DensiTy Timings General Control Miscellaneous Special Sequence Phase Added Max Time Car Time Min Non -Act VeM1 Recall Ped Ped Non Dual Last Condit No Omit Minus Omit Initial Initial B4 B4 to Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Yel Call Redu Been Been Delay pass Gap Out 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Phase Data Bank 2- Vehicle DensiTy Timings General Control Miscellaneous Special Sequence Phase Added Max Time Car Time Min Non -Act VeM1 Recall Ped Ped Non Dual Last Condit No Omit Minus Omit Initial Initial B4 B4 W Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Yel Call Redu Been Been Delay pass Gap Out 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Phase Data Bank 3- Vehicle DensiTy Timings General Control Miscellaneous Special Sequence Phase Added Max Time Car Time Min Non -Act VeM1 Recall Ped Ped Non Dual Last Condit No Omit Minus Omit Initial Initial B4 B4 W Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Yel Call Redu Been Been Delay pass Gap Out 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Phase Data Bank 4: Vehicle DensiTy Timings General Control Miscellaneous Special Sequence file///C/Pmgrom Files(x66)/ITS So1NVar%/ACTICS Central/Report Data/Intersection/FM 1109/F1938/RpNIl0ata2_FM1709/F1938_20230322_1136 mmll 2/17 3/22/23, 11. 37 AM F 193820230322 1136 html Phase Added Max Time Car Time Min Non -Act Van Recall Ped Ped Non Dual Last Condit No Omit Minus Omit laical laical Ed DL to Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Vel Call Redu Redu Redu Delay pass Gap Out 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Vehicle Detector Pedestrian Detector Special Detector Detector Bank: 1 Van Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay D. Phase Phase D. Phase Phase Det Phase Phase 1 1 0 0 00 0 1 1 1 0 00 0 Special Detector Phase Assignment 8 8 0 0 00 0 2 2 1 0 00 0 9 1 0 0 00 0 3 3 1 0 00 0 10 2 0 0 00 0 4 4 1 0 00 0 11 3 0 0 00 0 5 5 1 0 00 0 12 4 0 0 00 0 6 6 1 0 00 0 13 5 0 0 00 0 7 7 1 0 00 0 14 6 0 0 00 0 8 8 1 0 00 0 15 1 0 0 00 0 Pedestrian Detector 6 6 5 5 4 4 3 3 2 2 0 0 0 0 0 0 0 0 0 0 00 0 00 0 00 0 00 0 00 0 1 1 0 0 00 0 16 8 0 0 00 0 18 2 0 0 00 0 20 4 0 0 00 0 22 6 0 0 00 0 24 8 0 0 00 0 26 2 0 0 00 0 28 4 0 0 00 0 30 6 0 0 00 0 32 8 0 0 00 0 Vehicle Detector Phase Assignment Detector Bank: 2 Van Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay D. Phase Phase D. Phase Phase D. Phase Phase Vehicle Detector Phase Assignment Pedestrian Detector Special Detector Phase Assignment Detector Bank: 3 Van Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay D. Phase Phase D. Phase Phase Det Phase Phase Vehicle Detector Phase Assignment Pedestrian Detector Special Detector Phase Assignment Detector Bal4 Van Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay D. Phase Phase D. Phase Phase Det Phase Phase Vehicle Detector Phase Assignment Pedestrian Detector Special Detector Phase Assignment Startup & Misc Startup Time 1 Time In Seconds file///C/Pmgrom Files P86)/ITS So1NValePTACTICS Central/Report Oata/Intersection/FM 1 109/F1938/RptAI1Oata2_FM 1 709/F1938_20230322_1136 mmll 3/17 3/22/23, 11. 37 AM F 193820230322 1136 html Startup State All Red Red Revert 400 Time in Tenth Second Auto Pedestrian Clear 0 0-No 1-Yes Stop Time Reset 0 0-No 1-Yes Alternate Sequence 1 00-18 Alt Sequence## Special Sequence 0 Remote Flash LoadSwitch Flash Alt Phase Entry 1 Red 0 2 2 Red 1 6 3 Red 0 Flash Entry/Exit Phases 4 Red 1 5 Red 0 6 Red 1 7 Red 1 8 Red 1 13 Red 1 14 Red 1 15 Red 1 16 Red 1 Remote Flash Overlap Special Standard Overlap Parents Tail Grn Tail Yel Tail Red Tail Grn +Grn -G/Y -Red Default Data / 10 / 10 / 10 Preempt Phases Phases Phases FYA A 2 0 45 30 0 None None None B 4 0 45 30 0 None None None C 6 0 45 30 0 None None None D 8 0 45 30 0 None None None Standard PED Default Data Default Data RED PRI Ring Phase Ring Next Phase Concur Phases 1 1 2 1,6 2 1 3 2, 5, 6 3 1 4 3, ], 8 4 1 1 4, ], 8 5 2 6 2,5 6 2 ] 1,2,6 ] 2 8 3, 4, ] 8 2 5 3, 4, 8 Output Mapping Configuration Load Switch Red Mode Yellow Mode Green 25 None None None None None 26 None None None None None 27 None None None None None 28 None None None None None Exit True True True True FYA PRI Mode FIO None 25 None 26 None 27 None 28 file///C/Pmgrom Files(x66)/ITS SofNVale%FACTICS Central/Report Date/Intersection/FM 1109/F1938/RpNIl0ata2_FM1709/F1938_20230322_1136 mmll 4/17 3/22/23, 11.37 AM 29 24 23 22 21 20 19 18 11 16 15 14 13 12 11 10 9 8 1 6 5 4 3 2 1 30 F1938 20230322 1136 him None None None None None None 29 None None None None None None 24 None None None None None None 23 None None None None None None 22 None None None None None None 21 Phase Pedestrian 1 Dont Walk Phase Pedestrian 1 Ped Clear Phase Pedestrian 1 Walk 20 Phase Pedestrian 5 Dont Walk Phase Pedestrian 5 Ped Clear Phase Pedestrian 5 Walk 19 Phase Pedestrian 3 Dont Walk Phase Pedestrian 3 Ped Clear Phase Pedestrian 3 Walk 18 Phase Pedestrian 1 Dont Walk Phase Pedestrian 1 Ped Clear Phase Pedestrian 1 Walk V Overlap D Red Overlap D Yellow Overlap D Green 16 Overlap C Red Overlap C Yellow Overlap C Green 15 Overlap Red Overlap Yellow Overlap Green 14 Overlap A Red Overlap A Yellow Overlap A Green 13 Phase Pedestrian 8 Dont Walk Phase Pedestrian 8 Ped Clear Phase Pedestrian 8 Walk 12 Phase Pedestrian 6 Dont Walk Phase Pedestrian 6 Ped Clear Phase Pedestrian 6 Walk 11 Phase Pedestrian 4 Dont Walk Phase Pedestrian 4 Ped Clear Phase Pedestrian 4 Walk 10 Phase Pedestrian 2 Dont Walk Phase Pedestrian 2 Ped Clear Phase Pedestrian 2 Walk 9 Phase Vehicle 8 Red Phase Vehicle 8 Yellow Phase Vehicle 8 Green 8 Phase Vehicle 1 Red Phase Vehicle 1 Yellow Phase Vehicle 1 Green 1 Phase Vehicle 6 Red Phase Vehicle 6 Yellow Phase Vehicle 6 Green 6 Phase Vehicle 5 Red Phase Vehicle 5 Yellow Phase Vehicle 5 Green 5 Phase Vehicle 4 Red Phase Vehicle 4 Yellow Phase Vehicle 4 Green 4 Phase VeMde3 Red Phase Vehlde3 Yellow Phase Whlde3 Green 3 Phase Vehicle 2 Red Phase Vehicle 2 Yellow Phase Vehicle 2 Green 2 Phase Vehicle 1 Red Phase Vehicle 1 Yellow Phase Vehicle 1 Green 1 None None None None None None 30 31 None None None None None None 31 32 None None None None None None 32 Sequence Data Sequences Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 6 1 8 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequencer Sequence 2 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 5 6 8 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 2 Sequence 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring file///C/Pmgrom Files P86)/ITS SofNVar,i ACTICS Central/Report Oata/Intersection/FM1709/F1938/RpoCIData2_FM 1 709/F1938_20230322_1136 mmll 5/17 3/22/23, 11. 37 AM F 1938 20230322 1136 html 1 1 2 4 3 0 0 0 0 0 0 0 0 0 2 6 5 7 8 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 3 Sequence 4 Phase 1 2 3 4 5 6 ] 8 9 10 11 12 13 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 4 Sequence 5 Phase 1 2 3 4 5 6 ] 8 9 10 11 12 13 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 5 Sequence 6 Phase 1 2 3 4 5 6 ] 8 9 10 11 12 13 Ring 1 2 1 3 4 0 0 0 0 0 0 0 0 0 2 7 8 5 6 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 6 Sequence 7 Phase 1 2 3 4 5 6 ] 8 9 10 11 12 13 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence? Sequence 8 Phase 1 2 3 4 5 6 ] 8 9 10 11 12 13 Ring 1 2 1 4 3 0 0 0 0 0 0 0 0 0 2 7 8 5 6 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 8 Sequence 9 Phase 1 2 3 4 5 6 ] 8 9 10 11 12 13 file///C/Program Files[s66)/ITS SofiVVar%FACTICS Central/ReportOata/Intersemon/FM 1 109/F1938/RpWll0ata2 FM 1709/F1938 20230322 1136 mmll 0 0 0 0 0 0 0 0 0 0 0 0 14 15 16 0 0 0 0 0 0 0 0 0 0 0 0 14 15 16 0 0 0 0 0 0 0 0 0 0 0 0 14 15 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 15 16 0 0 0 0 0 0 0 0 0 0 0 0 14 15 16 3/22/23, 11.37 AM F 1938 20230322 1136 html Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 8 1 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 9 Sequencell) Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 1 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 10 Sequencell Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0 2 8 1 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequencell Sequencel2 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 1 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 12 Sequencel3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 1 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 13 Sequencel4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 8 1 5 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 14 Sequencel5 file///C/Program Files [s66)/ITS SOflVVar%FACTICS Central/Repot Data/Intersection/FM 1709/F1988/RpW IlData2 FM n09/F1988_20280822 1136 mmll 7/17 3/22/23, 11. 37 AM F 193820230322 1136 html Phase 1 2 3 4 5 6 T 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 1 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 15 Sequencei6 Phase 1 2 3 4 5 6 T 8 9 10 11 12 13 14 15 16 Ring 1 2 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 2 8 1 5 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 16 Port 1 and ITS Data Address Device Present Basic Detection Msg 40 Fame Enables 0 True False False 1 True False False 8 True False False 9 True False False 16 True False False 18 True False False 1/O Misc ABC Input(Entry) Modes ABC Ougrut(O/ST51 Modes D Input(Entry) Modes D Output (O/STS) Modes Aux Switch 0 0 1 0 0 Ring 1 Input Response 1 Output 1 Selection 2 2 2 3 0 0 4 0 0 Peer to Peer Unit Bank: 1 Default Data Unit Bank: 2 Default Data Unit Bank: 3 Default Data Unit Bank- 4 Default Data Coord Data Operation Mode Max Correction Offset Force Max Dwell yield Period Manual Pattern Auto Perm Yield Inhibit ShortWay Be, Green Plan 0 0 1 Coord Setup Pattern Data 1 Pattern Cycle Length Cooled Mode Max Mode Corr Mode Cooled Offs. Force Mode Spec Func Time Offs. Sequence R2 Lag R3 Lag R4 Lag 1 130 0 0 0 0 0 0 52 2 0 0 0 file///C/Pmgrom Files(x66)/ITS So1NValA-FACTICS Central/Report Date/Intersection/FM 1109/F1938/RpNIl0ata2_FM1709/F1938_20230322_1136 html 8/17 3/22/23, 11. 37 AM F1938 20230322 1136 html Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 21 53 21 35 19 55 20 36 0 0 0 0 0 0 0 0 Mode None None None None None None None None None None None None None None None None Cooled False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pattern Data 4 Pattern Cycle Length Cooled Mode Max Mode Corr Mode Cooled ONSM Force Mode Spec Func Time ONSM Sequence R2 Lag R3 Lag R4 Lag 4 120 0 0 0 0 0 0 19 3 0 0 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 24 53 21 22 23 54 11 26 0 0 0 0 0 0 0 0 Mode None None None None None None None None None None None None None None None None Cooled False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pattern Data 7 Pattern Cycle Length Cooled Mode Max Mode Corr Mode Cooled ONSM Force Mode Spec Func Time ONSM Sequence R2 Lag R3 Lag R4 Lag 1 150 0 0 0 0 0 0 48 3 0 0 0 Phase 1 7 8 9 10 11 12 13 14 15 16 2 3 4 5 6 Time 35 54 23 38 23 66 20 41 0 0 0 0 0 0 0 0 Mode None None None None None None None None None None None None None None None None Cooled False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pattern Data 10 Pattern Cycle Length Cooled Mode Max Mode Corr Mode Cooled ONSM Force Mode Spec Func Time ONSM Sequence R2 Lag R3 Lag R4 Lag 10 140 0 0 0 0 0 0 121 3 0 0 0 Phase Time 1 31 2 55 3 25 4 29 5 19 6 6 7 21 8 33 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 Mode None None None None None None None None None None None None None None None None Cooled False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time Based Control Data Cycle Zero'. 1 day, 0'00 DST Type'.0 TlmeZoneDlff.0 Entry Begin Begin Begin Day Begin Day Of Begin Seconds To End End End Day Of End Day Of End Seconds To Seconds To Number Month Occurrences Of Week Month Transition Month Occurrences Week Month Transition Adjust file ///C/Pmgam Files (up6)/ITS So1NVal-AACTI CS Central/Report Oata/I ntersecfion/FM 1109/F 193ARpNllOata2_FM 1709/F 193 8_2023 0322_1 136 html 9/17 3/22/23, 11. 37 AM F 193820230322 1136 Mml 1 3 2 1 1 7200 11 1 1 1 7200 3600 2 14 1 1 1 0 1 1 1 1 0 0 DST Schedules Month Day of Month Day of Week Schedule Plan 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 V 18 19 20 21 22 23 24 25 26 2 28 29 30 31 1 2 3 4 5 6 7 1 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Schedule, Day Plans Day Plan 1 Event Hour Minute Action 1 8 0 10 2 20 0 254 Day Plan 1 Day Plan 2 Event Hour Minute Action 1 6 0 1 2 10 0 4 3 15 15 ] 4 19 0 254 Day Plan 2 Day Plan 3 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 ] 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 3 Day Plan 4 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 ] 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 4 Day Plan 5 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 ] 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 5 file///C/Pmgrom Files P86)/ITS So1NVar, FACTICS Central/Report Date/Intersection/FM 1109/F1938/RpNIlData2_FM1109/F1938_20230322_1136 mmll 10/17 3/22/23, 11 37 AM F 193820230322 1136 html Day Plan 6 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 ] 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 6 Day Plan Event Hour Minute Action 1 7 0 19 2 9 0 10 3 20 0 19 4 22 0 254 Day Plan 7 Actions Action Pattern Auer Aux2 Aux3 SP1 SP2 SP3 SPA SPS SP6 SP] SP8 DIM Detl Det2 Det3 PM Ph2 Ph3 Ph4 Ph5 Pro Ph] Ph8 Ph9 Phi Phi1 PM2 Phl3 Phll4 Phis PM6 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 254 254 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Actions Special Function Maps Phase Functions 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPC 1-8 As 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 Phase 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PIPS For, 1-8 Werlap Omit Special Function Maps Phase 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Werlap Omit Phase 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Werlap Omit Phase 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Werlap Omit Phase Functions Dimming Default Data Preempt Configuration Preempt overrides Preempt Overrides 1 2 3 4 5 6 ] 8 OV Flash 0 0 0 0 0 0 0 0 OV PEH 0 0 0 0 0 0 0 0 OV PRI 0 0 0 0 0 0 0 0 Preempt Overrides 9 10 11 12 0 0 0 0 0 0 0 0 0 0 0 0 file///C/Pmgrom Files P86)/ITS Solm,ale%FACTICS Central/Report 0ata/Intersection/FM1709/F1938/RptAll0ata2_FM 1 709/F1938_20230322_1136 html 3/22/23, 11. 37 AM F 193820230322 1136 html Preempt 1 Data Miscellaneous OET DELAY MXCAL DD/10 NLOCK EXTNO LOUT SRMOO LINK. OURAT GATE R2C 248 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN OWL EXT SEL PED SEL SEL TRK TRK PED TRK TRK RET PED PET RET GRN WLK GRN PED CLR YEL/10 PED/10 GRN CLR YEL/10 RED/10 CUR YEL/10 RED/10 0 0 5 0 1 40 20 5 0 40 20 0 40 20 Interval liminge Nit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Phase Tack Green DWELL Cycle Phase Tack Green DWELL Cycle Phase Tack DWELL Cycle Tail Green &IV6alls 3 1 1 0 1 0 0 0 1 0 0 0 0 8 1 1 0 3 0 0 0 2 0 0 0 0 Vehicle Data 5 0 0 0 3 0 0 0 0 1 0 0 0 4 1 1 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 1 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 2 Data Miscellaneous DET DELAY MXCAL DD/10 NLOCK EXTND LOUT SRMOD LINK. DURIT GATE R2C 249 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN DWL EXT SEL PED SEL SEL TRK TRK PED TRK TRK RET PED RET RET GRN WLK GRN PED CLR YEL/10 RED/10 GRN CLR YEL/10 RED/10 CUR YEL/10 RED/10 0 0 5 0 1 40 20 5 0 40 20 0 40 20 Interval liminge Nit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Phase Tack Green DWELL Cycle Phase Tack Green DWELL Cycle Phase Tack DWELL Cycle Tail Green EeiVCalls 4 1 1 0 1 0 0 0 1 0 0 0 0 ] 1 1 0 3 0 0 0 2 1 1 0 0 Vehicle Data 5 0 0 0 3 0 0 0 0 1 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 1 0 0 0 0 file ///C/Pmgrom Files P86J/ITS SofNVal%rACTICS Central/Report Oata/Intersection/FM 1109/F1938/RpNIlOata2_FM1709/F1938_20230322_1136 html 12/17 3/22/23, 11.37 AM F1938 20230322 1136 him Preempt 3 Data Miscellaneous DIET DELAY MXCAL 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrlan Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data DD/10 NLOCK MIND LOUT SRMOO LINK. OURAT GATE R2C 250 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN OWL EXT SEL PED SEL SEL TRK TRK PED TRK TRK PET PED PET PET GRN WLK GRN PED CUR VEL/10 PED/10 GRN CUR VEL/10 RED/10 CUR VEL/10 RED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 Interval liminge Oil Vehicle Data Pedestrian Data Overlap Data Default Data Phase Tack Green DWELL Cycle Phase Tack Green DWELL Cycle Phase Tack DWELL Cycle Tail Green &iVCalls 2 1 1 0 1 0 0 0 1 1 1 0 0 5 1 1 0 3 0 0 0 2 0 0 0 0 Vehicle Data 5 0 0 0 3 0 0 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 4 Data Miscellaneous DIET DELAY MXCAL DD/10 NLOCK MIND LOUT SRMOD LINK. DURAT GATE R2C 251 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN OWL EXT SEL PED SEL SEL TRK TRK PED TRK TRK PET PED PET PET GRN WLK GRN PED CUR VEL/10 RED/10 GRN CUR VEL/10 RED/10 CUR VEL/10 RED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 file///C/Pmgrom Files P86J/ITS SofNValePTACTICS Central/ReportOata/Intersection/FM 1 109/F193ARpfAI10ata2_FM 1 709/F1938_20230322_1136 html 13/17 3/22/23, 11. 37 AM F 193820230322 1136 html Interval Tmings Nit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Phase Tack Green DWELL Cycle Phase Tack Green DWELL Cycle Phase Tack DWELL Cycle Tail — Green &iVCalls 1 1 1 0 1 0 0 0 0 0 0 0 6 1 1 0 3 0 0 0 2 0 0 0 0 Vehicle Data 5 0 0 0 3 1 1 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 5 Data Miscellaneous DET DELAY MXCAL DD/10 NLOCK MIND LOUT SRMOD LINK. DURIT GATE R2C 252 0 0 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN DWL EXT SEL PED SEL SEL TRK TRK PED TRK TRK RET PED PET RET GRN WLK GRN PED CLR YEL/10 RED/10 GRN CLR YEL/10 RED/10 CUR YEL/10 RED/10 0 0 0 0 0 40 20 0 0 40 20 0 40 20 Interval Tmings Nit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Default Data Phase Tack Green DWELL Cycle Phase Tack DWELL Cycle Tail Green &iVCalls Vehicle Data 1 0 0 0 1 0 0 0 0 3 0 0 0 2 0 0 0 0 5 0 0 0 3 0 0 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 file///C/Pmgrom Files P86J/ITS SofNVal%rACTICS Central/Report 0ata/Intersection/FM 1109/F1938/RpNIl0ata2_FM1709/F1938_20230322_1136 html 14/17 3/22/23, 11. 37 AM F 193820230322 1136 html 16 0 0 0 0 Overlap Data Preempt 6 Data Miscellaneous DIET DELAY MXCAL DD/10 NLOCK MIND LOUT SRMOO LINK. OURAT GATE 11i 253 0 0 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN OWL EXT SEL PEO SEL SEL TRK TRK PEO TRK TRK RUT PEO PET RUT GRN WLK GRN PEO CLR YEL/10 RED/10 GRN CLR YEL/10 RED/10 CUR YEL/10 RED/10 0 0 0 0 0 40 20 0 0 40 20 0 40 20 Interval liminge Nit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Default Data Phase Tack Green DWELL Cycle Phase Tack DWELL Cycle Tail — Green &iVCalls Vehicle Data 1 0 0 0 1 0 0 0 0 3 0 0 0 2 0 0 0 0 5 0 0 0 3 0 0 0 0 1 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 1 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 7 Data Default Data Preempt 8 Data Default Data Preempt 9 Data Default Data Preempt 10 Data Default Data Preempt 11 Data Default Data Preempt 12 Data Default Data Priority Priority 1 Deafult Data Priority 2 Deafult Data Priority 3 Deafult Data Priority 4 file///C/Pmgrom Files P86)/ITS SofNValePTACTICS Central/Report 0ata/Intersection/FM 1109/F1938/RpNIl0ata2_FM1709/F1938_20230322_1136 html 15/17 3/22/23, 11 37 AM Decent Data Priority 5 Decent Data Priority 6 Decent Data Priority 7 Decent Data Priority 8 Decent Data Priority 9 Decent Data Priority 10 Decent Data Priority 11 Decent Data Priority 12 Decent Data System/Detector Communications Loral Address: None System Detector Data Bank 1: Default Data Bank 2: Default Data Bank 3: Default Data Bank 4: Default Data Queue Assignments Bank 1: Default Data Bank 2: Default Data Bank 3: Default Data Bank 4: Default Data Queue Select Bank 1: Default Data Bank 2: Default Data Bank 3: Default Data Bank 4: Default Data System/Detector Data - Detector Diagnostics Vehicle Detector Diagnostics Value:0 Default Data Vehicle Detector Diagnostics Value'. 0 Pedestrian Detector Value:0 Default Data Pedestrian Detector Value'. 0 Special Detector Diagnostics Value:0 Default Data Special Detector Diagnostics Value'. 0 System Data - Speed Measurement'. 0 Revert to Backup: 900 0 F1938 20230322 1136html Vehicle Detector Diagnostics Valued Default Data Vehicle Detector Diagnostics Value'. 1 Pedestrian Detector Value:1 Default Data Pedestrian Detector Value'.1 Special Detector Diagnostics Value:1 Default Data Special Dote star Diagnostics Value'. 1 IP Address: None file ///C/Pmgam Files (x86)/ITS SoltwarelrACTI CS Contra Fail ntcrsecton/FM 1709/F 1938/RpNll0ata2_FM 170 91193 8_2023 0322_1 136 htnl 16/17 3/22/23, 11.37 AM Speed Trap Default Data F1938 20230322 1136 html Speed Trap 2 Default Data Speed Trap 1 System Data - Speed Ranges/Pattern pattern Speed Tap Low Threefold Speed Tap High Threshold Default Data Speed Trap 2 file///C/Pmgrom Files P86)/ITS Sofv,al%FACTICS Central/Report Date/Intersection/FM 1109/F1938/RpNll0ata2_FM1709/F1938_20230322_1136 html 17/17 Appendix F - Synchro Outputs Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 92 Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) 06A- Existing 22a AM Peak t J am♦ c Id- ele- e fl ell t I Lane Grou Lane Configurations Talc Volume NQh) 159 1641 166mW 209 430 107 10 196 (w6 Future Volume(eph) ] 159 1641 166 1 209 430 107 10 196 W 549 Peak Hour Fador IW6 096 096 096 MW 096 096 096 096 096 096 M Haavy Vahldaz CA) 2% 2% 2% o% 2% 2% 4% 2% 10% o% 2% o% Shared Lane Traffic CA) Lane Group Flow (eph) 0 17a 1 A70 0 0 219 659 0 0 162 12S 0 Tom Type Pon Pon NA Pont Pon NA Prot Pont NA Protected Phases 6 6 2 1 1 6 3 3 w Permmea Phases Defector Phase 6 6 2 1 1 6 3 3 w Switch Phase Minimum mal(t) 69 69 100 69 69 100 60 69 69 Minimum Split Q) Too Too 639 Too Too 540 To 0 Too 649 Total Split Q) 190 190 639 210 210 669 210 210 369 Total Split CA) 146% 196% 4"% 162% 162% 42a%h O2% 162% 277% Yellow Tim Q) 60 60 60 60 60 60 60 60 60 Al Fed Time lost 30 30 30 30 30 30W111EMWwrr 30 30 Fast ➢ma Adjust g) 00 00 00 00 00 00 Total YA Time Q) w9 w9 w9 8A1W A w9 respired Dead Dead Lead Lag Lag Lag Dead Dead Dead Dead Led Qptlmize? Yes Yet Yes Yes Yes YetwE Yes Yes Yes Recall Mode None None &Max None None CMax None None None AD Pro Green(t) 104 450 Too 476 112 2" knower g/CRod 0W 036 010 0W 009 022 v/cRod 0so 107 064 031 056 12Wr Cormol Delay soy w43 664 27a 644 1161 Queue Delay 00 00 00 00 00 00 Total Delay soy w4a 664 27a 644 1151 TO E F E C E F Approach Delay w29 a" 1095 Approach TO8 F D F Queue Largo 60th on W -say 92 111 so -42w Queue Largo 961h on 112 W36 1so 194 105 M27 Internal The Dist QI) 667 636 266 Tom Bay Length on 410 430 340 Base Capacity NPh) 290 1744 343 1Wa say 112w Rarvatlon Cap r&tlupn 0 0 0 0 0 0 Bedrock Cap Reductn 0 0 0 0 0 0 Storage Cap r&tlupn 0 0 0 0 0 Reduced we Rahn 060 107 064 031 Dad 114 IrAertectlon Summ Cycle Length led knower Cycle Fargo 1so QflsaL 62 (GOCA), prepared to phase 2ESTand 6 W BT Brad of Green Natural Cycle: 195 Comml Type: knower Coordinated Maximum we Rate :114 Synchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1. FM 1939 (Randol Mill) & FM 1709 (Soufhlake Blvd) 06A-Edsting 202 AM Pak U V 1ell Lane Group Lane Configurations Traffic Volume NPk) 2 277 an 76 Future Volume(vph) 2 277 an 76 Peak Hour Fador 096 096 096 096 Heavy Vehldec PA) 2% 2% 2% 4% Shared lane Traffic CA) Lane Group How (vph) 0 291 02 0 Tom Type Pon Pon NA Protected Phases ] ] a Permmed Phases oelector Phase ] ] a Switch Phase Minimum mal(t) 69 69 69 Minimum Split g) Too Too 649 Total Split g) 200 200 369 Total Split CA) 154% 154% 269% Yellow Time g) 69 69 69 Al Fed Time lost 39 39 39 Fast Fine Adjust a) 09 09 Total YA Time g) A 8A respiLag Lag Lag Lag Dead Led Opllm Ra'I Yes Yet Yes Recall Mode None None None AD Pro Green (st 120 2" knower g/CRod 009 022 v/cRod 092 0as Cormol Delay 924 426 Queue Delay 09 09 Total Delay 924 426 Los F D Approach Delay 61 a Approach LOS E Queue largo 601h m) 127 121 Queue largo 961h m) Ana 161 internal The Dist NO sea Tom Say Length QI) sea Base Capacity NPh) do 1119 Rarvallon Cap Fa dupn 0 0 Bedrock Cap Reductn 0 0 Storage Cap Fa dupn 0 0 Reduced vk Rahn 092 0as intersection Summary Synchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1. FM 1939 (Randol Mill) & FM 1709 (Soufhlake Blvd) Ma-Eddh(q 202 AM Pak Intersection Signal Delay: wo a Intersection LOB.F Intersection Capacity m lleallon lot J% ICU Level 0 Menaced Malyi6 Period pin)15 - Volume Anders capacity, queue lslheoeflally MlnAe. Queue shown 6 maximum Damon codes a ago pememuevolume Anders capacity, queue may he longer. 7 Queue shown 6 maximum Damon codes or DdadoSop Lane. Remae with 1thoggh lane as a r)qm lane. Splits and Phases: 1 FM leas reandol MITI)& FM 1709(CoNhlake Blvo ­E'V2Rr I i F©1 A02 I04 Y©, ©,R', T09 - ©Moral Bynchro11 Power HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 03A - Existing 2023 AM Peak Intersection Int Delay, s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ++'* Traffic Vol, veh/h 2499 Future Vol, veh/h 2499 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 94 Heavy Vehicles,% 2 Mvmt Flow 2659 13 0 747 0 88 13 0 747 0 88 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 94 94 94 94 94 2 2 3 2 2 14 0 795 0 94 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1337 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 123 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 123 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) B WB NB 0 0 94.2 F 123 - - 0.761 - - 94.2 - - F 4.4 Sync hro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03A - Existing 2023 AM Peak Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 16 1359 29 0 16 1359 29 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 87 87 87 2 7 3 0 18 1562 87 87 2 2 33 0 762 762 0 Free None 0 0 87 2 876 Major/Minor Minor1 I Major1 Major2 Conflicting Flow All - 798 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.24 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - 3.97 - - Pot Cap-1 Maneuver 0 274 - - 0 Stage 1 0 - - - 0 Stage 2 0 - - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 274 - - - Mov Cap-2 Maneuver - - - - - Stage 1 - - - - - Stage 2 - - - - - OUI:t 011:�I.1 HCM Control Delay, s 19.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 274 - HCM Lane V/C Ratio - - 0.067 - HCM Control Delay (s) - - 19.1 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.2 - Sync hro 11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) We Edging 202a MID Peak t J a e c!ele- ♦ it ell t I Lane Grou Lane Configurations Talc Volume NQh) W6 9W 116ll� 151 796 176 ] 175 By Future Volume(vph) 17 W6 90w 176 42 151 796 176 ] 175 3w1 16w Peak Hour Fador 111 094 094 094 W 094 094 094 094 094 094 M Haavy Vahldaz CA) 2% 2% 2% 2% 4% eCO eCO 2% 2% 2% 2% 2% Shared Land Traffic CA) Lane Group Flow (vph) 0 my 1163 0 0 206 1034 0 0 193 6P3 0 Tom Type Pon Pon NA Pont Pon NA Prot Pont NA Protected Phases 6 6 2 1 1 6 3 3 w Permmea Phases Dodder Phase 6 6 2 1 1 6 3 3 w Switch Phase Minimum mal(t) 69 69 100 69 69 100 60 69 69 Minimum Split Q) Too Too so Too Too 540 1a0 Too 649 Total Split Q) 2a0 2a0 so 249 249 649 21 0 210 269 Total Split CA) 192% 192% 442% 200% 200% 450% 175% 175% 217% Yellow Time Q) 60 60 60 60 60 60 60 60 60 Al Fed Time lost 30 30 30 30 30 30mw 30 30 30 Fast Fine Adjust Q) 00 00 00 00 00 00 Total LaS Time Q) w0 w0 w0 go w0 w0 LaadlLag Led Led Led Dead Dead Dead Lag Led Led Dead Led gptlm Ra'I Yes Yet Yes Yes Yes Yes Yes Yes Yes Recall Mode None None &Max None None CMax None None None AD PXtl Green(st 150 49.7 126 47a ilk. 117 167 Adhered g/CRod Ott 041 010 0Be 010 014 v/cRod 097 056 0sy Obi 0sy OR] CorAml Delay 900 276 675 27S 6wb 510 Queue Delay 00 00 00 00 00 00 Total Delay 900 276 675 27S 6wb 510 TO F c E c E D Approach Delay 442 Be 629 ApproachLOS D c 7 D Queue Largo 60th G) 16w 241 79 215 74 1so Queue Largo 961h G) 1072 sea 116 260 112 1So Internal You Dist NO 657 636 265 Tom Bay Fargo G) 410 430 340 Base Capacity NPh) 429 2076 462 1961 Wi 791 Foreshow Cap r&tlupn 0 0 0 0 0 0 Bedrock Cap Redutln 0 0 0 0 0 0 spread Cap r&audir 0 0 0 0 0 Reduced vk Rahn 097 056 046 Obi 052 072 IrAersetllon Summ Cycle Fargo 120 Adhered Cycle Fargo 120 Offsal. 79 dead), Relaanretl to phase 2ESTand 6 W BT Brad of Green Natural Cycle: 195 Comml Type: Adhered Coordinated Maximum vk Ratio:1 P Synchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1. FM 1939 (Randol Mill) & FM 1709 (Soufhlake Blvd) ode- Posting 202 MID Peak U V 1 4/ Lane Grou Lane Configurations Traffic Volume NPO) so 244 BOB 360 Future Volume(vph) so 244 BOB 360 Peak Hour Fador 094 094 094 094 Haavy Vahldaz CA) 2% eCO eCO eCO Shared Land Traffic CA) Lane Group How (vph) 0 29a 76a 0 Tom Type Pon Pon NA Protected Phases ] ] 4 Permmed Phases Dodder Phase ] ] 4 Switch Phase Minimum mal(t) 69 69 69 Minimum Split g) Too Too 549 Total Split g) 179 179 220 Total Split CA) 192% 192% To eCO Yellow Time g) 69 69 69 Al Fed Time lost 39 39 39 Fast ➢ma Adjust g) 09 09 Total LaS Time g) a9 8A Lead/Lag Dead Dead Lead Dead Led Opdm Ra'I Yes Yet Yes Recall Mode None None None Act PXct Green lost 99 190 Actuoted sic Rod 09a Ott v/cRod iP 114dr commlDelay 157E 1no9 Queue Delay 09 09 Total Delay 157E 1no9 Los F F Approach Delay 1191 Approach LOS F Queue Largo 60th G) -141 -200 Queue Largo 961h m) ACB4 AG9 Internal You Dist NO sea Tom Bay Fargo m) Goo Base Capacity Nph) 255 6aa Foreshow Cap r&dupn 0 0 Bedrock Cap Reductn 0 0 spread Cap r&dupn 0 0 Reduced vk Rahn iP 110 Intersection Summary Synchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.FM1939(RandolMill) & FM 1709(Soufhlake Blvd) MB- Posing Spec MID Peak Intersection Signal Delay :59.7 Intersection LOS E Intersection Capacity mlleallon n 29�ICU Level Monaco D Malyi6 Period pin)15 - Volume prparrecapacity, queue lsthemetltcolly home. Queue shown 6 maximum Damon codes A agopementlle volume prepare capacity, queue may be longer. Queue shown 6 maximum Damon codes or Ddado Fugm Land Second with 1though lane as a right lane. Splits and Phases: 1 FMleas (Sanndl MITI)& FM 1709(MoNblake BIM) F©1 �2Rr I a Aei :V05 ♦ ©o T'r Mynchro11 Fepeh HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 03B - Existing 2023 MID Peak Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ++'* Traffic Vol, veh/h 1320 Future Vol, veh/h 1320 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 94 Heavy Vehicles,% 3 Mvmt Flow 1404 20 0 1165 0 51 20 0 1165 0 51 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 94 94 94 94 94 2 2 2 2 2 21 0 1239 0 54 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 713 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 321 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 321 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) B WB NB 0 0 18.5 C 321 - - 0.169 - - 18.5 - - C 0.6 Sync hro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03B - Existing 2023 MID Peak Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 68 947 39 0 68 947 39 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 94 94 94 2 2 2 0 72 1007 94 94 3 2 41 0 697 697 0 Free None 0 0 94 2 741 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 524 0 0 Stage 1 - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 426 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 426 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s 15.2 HCM LOS C Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0 0 426 0.17 15.2 C 0.6 Sync hro 11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1. FM 1939 (Randol Mill) & FM 1709 (Soufhlake Blvd) pas Existing202 PM Peak t-,*� e Id- ele- e flell t r" Lana Group Lane Configurations Traffic Volume NPO) 20 155 915 19w GOO 1957 201 25a 499 ea Future Volume(vph) 20 155 915 19w 4w6 1957 201 44 25a 499 ea 1 Peak Hour Fador 095 Shared Lana Traffic CA) Lane Group How (vph) Tom Type Pon Pon NA Pont NA Pon Prot NA Pon Protected Phases 6 Permmed Phases Qotector Phase 5 5 2 1 6 3 3 w Switch Phase Minimum lmal is) 69 69 100 69 100 69 50 69 69 Minimum Split Q) Too Too 639 Too 549 Too To 549 Too Total Split Q) ED0 ED0 549 369 660 239 ED0 410 200 Total Gp111 CA) 15eCO 15a% so0% EDeCO 440% 15eCO 15eCO 27eCO 1aeCO Yellow Tim Q) 69 69 69 69 69 69 50 69 69 Al Fed Time is) 39 39 39 39 39 39 30 39 39 Fast ➢ma Adjust a) 09 09 09 09 00 09 Total WS Time Q) w9 w9 w9 w9 80 w9 respRag Led Led Led Dead Dead Lag lag Led Dead Dead Led opdmha'I Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None &Max None CMax None None None None Act Pro Greens) 150 474 256 6w9 150 ass Actuotedg/CRod 010 0BE OP 0Be 010 022 v/cRod 054 074 "7 090 091 "for CorAml Delay 705 ad 770 501 965 545 Queue Delay 09 09 09 09 00 09 Total Delay 705 GOT 779 501 965 545 Los E D E D F D Approach Delay 511 562 652 ApproachLOS D E E Queue Largo 50th G) w9 ad 252 ed 15w 274 Queue Largo 961h G) 131 42w AC24 649 1047 CFO Internal The Dist NO 657 CFO 265 Tom Bay Length G) 410 430 Ban Base Capacity NPh) 343 1R5 617 1942 343 Led RarvaLlon Cap Fa dupn 0 0 0 0 0 0 Bedrock Cap Reductn 0 0 0 0 0 0 Storage Cap Fa dupn 0 0 0 0 0 0 Reduced vk Rahn 054 074 Oka 090 091 0%0 Code Length 150 Actuotetl Cycle LaRefh.160 oflsaa 48 Roterenretl to phase 2EBTantl 6 W BT, 6htl of Green 1, Natural Cycle 45 TypeAdh oomml Type Rate1LLcooNlnalaa Maximum vk RnalD 111 a intersection Signal Delay: 65% intersection LO B.E Bynchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) Pao- Existing 202a PM Peak V j ✓ Lane Grou Lane Configurations Traffic Volume NPO) 243 w66 2 Future Volume(vph) 243 w66 216 Peak Hour Fador 095 095 095 Shared Land Traffic CA) Lane Group How oph) 257 new 0 Tom Type Pon NA Protected Phases ] 4 Permmed Phases Defector Phase ] 4 Switch Phase Minimum mal(t) 69 69 Minimum Split Q) Too 649 Total Split Q) 200 38A Total Split CA) iseCO 25a% Yellow Tim Q) 69 69 Al Fed Time lost 39 39 Fast Fine Adjust Q) 09 09 Total LaS Time Q) w9 w9 Laatl/Lag Dead Dead Dead Led Opdmha2 Yes Yes Recall Mode None None Act Pro Green(st 120 so Actuotedg/CRod 0W 020 v/cRod 094 111 CorAml Delay 1 W 1 1156 Queue Delay 09 09 Total Delay 1 W 1 1156 Los F F Approach Delay 1142 Approach LOS F Queue Largo 60th G) 131 -450 Queue Largo 961h G) An M49 Internal The Dist NO sea Tom Bay Length G) sea Base Capacity NPh) 274 1016 Rarvadon Cap Fa dupn 0 0 Bedrock Cap Reductn 0 0 Storage Cap Fa dupn 0 0 Reduced vk Rahn 094 111 Synchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1. FM 1939 (Randol Mill) & FM 1709 (Soufhlake Blvd) Mc -Existing zoz PM Peak Intersection Capacity m lleallon 94 1% ICU Laval N PounceF Analysis Period pin)15 - Volnmepreparre capacity, queue lstheoallallY lhume Queue shown 6 maximum alert A 961hpemenllle volume preparre capacity, queue may be longer. ec 7 or osaQo a)grn anaRecord with uboMb lane aaaright lane . Splits and Phases: 1 FM Me reandol MITI)& FM 1709(6oNbhke Blvo lillsou �*85 ] ow Bynchro11 Power HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 03C- Existing 2023 PM Peak Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ++'* Traffic Vol, veh/h 1471 Future Vol, veh/h 1471 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 97 Heavy Vehicles,% 2 Mvmt Flow 1516 13 0 2144 0 44 13 0 2144 0 44 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 97 97 97 97 97 2 2 2 2 2 13 0 2210 0 45 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 765 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 297 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 297 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) B WB NB 0 0 19.3 C 297 - - 0.153 - - 19.3 - - C 0.5 Sync hro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03C - Existing 2023 PM Peak Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 84 1140 45 0 84 1140 45 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 90 90 90 2 2 2 0 93 1267 90 90 2 2 50 0 W 1584 1584 0 Free None 0 0 90 2 1760 Major/Minor Minor1 I Major1 Major2 Conflicting Flow All - 659 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 348 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 348 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - OUI:t 011:�I.1 HCM Control Delay, s 19.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 348 - HCM Lane V/C Ratio - - 0.268 - HCM Control Delay (s) - - 19.1 - HCM Lane LOS - - C - HCM 95th %tile Q(veh Sync hro 11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) 04A- Background 2024 AM Peak t J am♦ c Id- ele- e fl ell t I Lana Group Lane Configurations Traffic Volume Nph) A Too 1674 159� 219 Gas 110 11 149 700 Future Volume(eph) w 1so 1674 159 2 219 Gas 110 11 149 700 560 Peak Hour Fador 096 096 096 096 MW 096 096 096 096 096 096 M Heavy Vahldaz CA) 2% 2% 2% o% 2% 2% 4% 2% 10% o% 2% o% Shared Lane Traffic CA) Lane Group Flow (eph) 0 Pw 1910 0 0 225 672 0 0 166 1312 0 Tom Type Pon Pon NA Pont Pon NA Put Pont NA Protected Phases 6 6 2 1 1 6 3 3 w Permmed Phases Defector Phase 6 6 2 1 1 6 3 3 w Switch Phase Minimum lmal of 69 69 100 69 69 100 60 69 69 Minimum Split Q) Too Too 639 Too Too 540 To 0 Too 649 Total Split Q) 190 190 639 210 210 669 210 210 369 Total Split CA) 146% 196% 4"% 162% 162% 42a%h O2% 162% 277% Yellow Tim Q) 60 60 60 60 60 60 60 60 60 Al Fed Time of 30 30 30 30 30 30W111EMWwrr 30 30 Fast Fine Adjust Q) 00 00 00 00 00 00 Total WS Time Q) w9 w9 w9 8A1W A w9 respired lead lead Lead Lag Lag Lag lead lead lead Dead Led Optimize? Yes Yes Yes Yes Yes YeswE Yes Yes Yes recall Mode None None &Max None None CMax None None None AD Prot Green of 105 450 Too 475 11a 2" knower g/CRads 0W 036 010 OW 009 022 v/cRads 064 110 066 0Be OS] 1Bear Csrmol Delay 691 924 662 27a 645 12a5 Queue Delay 00 00 00 00 00 00 Total Delay 691 924 662 27a 645 12a5 Los E F E Cwll� E F Approach Delay 904 ad 1169 Approach TO F D F Queue Youth 601h Q1) 76 -664 96 114 70 -444 Queue Youth 961h Q1) 115 Rol 190 147 iW M42 Harder The Dist QI) 667 CFO 265 Tom Bay Length on 410 430 Bad Base Capacity Nph) 290 1744 343 1AN say 112w StarvaLlsn Cap r&dupn 0 0 0 0 0 0 Bedrock Cap Hedutln 0 0 0 0 0 0 Storage Cap r&dupn 0 0 0 0 0 Reduced we Rails Ofl 110 066 0Be 049 116 IrAersetllsn Summ Cycle Length let knower Cycle Youth .1so Susan.52 (GOCA), referenretl to phase 2ESTand 6 W BT Brad of Green Natural Cycle: 195 Comml Type: knower Coordinated Maximum we rate :116 Synchrsll Perot Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) 04A- Background 2024 AM Pak U V 1ell Lane Grou Lane Configurations Traffic Volume NPO) 3 FAA 396 ]] Future Volume(vph) 3 FAA 396 ]] Peak Hour Fador 096 096 096 096 Heavy Vehldec PA) 2% 2% 2% 4% Shared Lane Traffic CA) Lane Group How (vph) 0 29w 49a 0 Tom Type Pon Pon NA Protected Phases ] ] a Permmed Phases Defector Phase ] ] a Switch Phase Minimum lmal of 69 69 69 Minimum Split Q) Too Too 649 Total Split Q) 200 200 369 Total Split CA) 154% 154% 269% Yellow Time Q) 69 69 69 Al Red Time of 39 39 39 Fast Fine Adjust a) 09 09 Total YA Time Q) A 8A respiLag Lag Lag Lag Dead Led Opdm Ra'I Yes Yes Yes Recall Mode None None None AD Prot Green of 120 2A7 knower g/CRado 009 022 v/cRado 094 044 Cormol Delay 965 429 Queue Delay 09 09 Total Delay 965 429 Los F D Approach Delay sot Approach LOS E Queue Youth 60th G) 1so 125 Queue Youth 961h G) An 165 Harder The Dist NO sea Tom Bay Length G) sea Base Capacity NPh) 316 1119 Rarvadon Cap r&dupn 0 0 Bedrock Cap Reductn 0 0 Storage Cap r&dupn 0 0 Reduced vk Rahn 094 044 Idissected Summer Synchro11 Perot Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(RandolMill) & FM 1709(Soufhlake Blvd) oaa- Background 2024 AM Pak Intersection Signal Delay: w6 x Intersection LOB.F Intersection Capacity m lleallon 1 Oa 0% ICU Level 0 Seneca Mayes Period pin)15 - Volume Anders capacity, queue lstheoeflally MlnAe. Queue shown 6 maximum alamoncycles. a ago pememuevolume Anders capacity, queue may he longer. 7 Queue shown 6 maximum Damon cycles. or DetactoFal Lane. Remde with 1thoggh lane as a r)qm lane. Splits and Phases: 1 FM lees reandol MITI)& FM 1709(CoNhlake Blvd) —P`V2Rr I i F©1 A02 I04 Y©, ©,R', T09 - ©Moral Bynchro11 Power HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 04A - Background 2024 AM Peak Intersection Int Delay, s/veh 2.8 Movement EBTIW WBL WBT NBL NBR Lane Configurations ++T,) Traffic Vol, veh/h 2549 Future Vol, veh/h 2549 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 94 Heavy Vehicles,% 2 Mvmt Flow 2712 14 0 762 0 90 14 0 762 0 90 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 94 94 94 94 94 2 2 3 2 2 15 0 811 0 96 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1364 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 118 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 118 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach UB WB NB HCM Control Delay, s 0 0 106.8 HCM LOS F Capacity (veh/h) 118 - - - HCM Lane V/C Ratio 0.811 - - - HCM Control Delay (s) 106.8 - - - HCM Lane LOS F - - - HCM 95th %tile Q(veh) 4.8 - - - Sync hro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04A - Background 2024 AM Peak Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 17 1387 30 0 17 1387 30 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 87 87 87 2 7 3 0 20 1594 87 87 2 2 34 0 778 778 0 Free None 0 0 87 2 894 Major/Minor Minor1 I Major1 Major2 Conflicting Flow All - 814 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.24 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - 3.97 - - Pot Cap-1 Maneuver 0 267 - - 0 Stage 1 0 - - - 0 Stage 2 0 - - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 267 - - - Mov Cap-2 Maneuver - - - - - Stage 1 - - - - - Stage 2 - - - - - OUI:t 011:�I.1 HCM Control Delay, s 19.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 267 - HCM Lane V/C Ratio - - 0.073 - HCM Control Delay (s) - - 19.5 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.2 - Sync hro 11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) 04B- Background 2024 MID Peak 9 J� i GId- ele— 4d- dn ell t I Lane Grou Lane Configurations Talc Volume NPO) To 3w4 927 180ll� 166 She up w 179 oe) Future Volume(vph) 1S 3w4 927 tan 43 166 di 1So w 179 oe) 162 Peak Hour Fador 094 094 094 094 W 094 094 094 094 094 094 M Haavy Vahldaz CA) 2% 2% 2% 2% 4% eCO eCO 2% 2% 2% 2% 2% Shared Land Traffic CA) Lane Group Flow (vph) 0 42 1177 0 0 211 1066 0 0 199 6w6 0 Tom Type Pon Pon NA Pont Pon NA Prot Pont NA Protected Phases 6 6 2 1 1 6 3 3 w Permmea Phases Dodder Phase 6 6 2 1 1 6 3 3 w Switch Phase Minimum mal(t) 69 69 100 69 69 100 60 69 69 Minimum Split Q) Too Too so Too Too 540 1a0 Too 649 Total Split Q) 2t9 2t9 so 249 249 649 21 0 210 269 Total Split CA) 192% 192% 442% 200% 200% 450% 175% 175% 217% Yellow Time Q) 60 60 60 60 60 60 60 60 60 Al Fed Time lost 30 30 30 30 30 30mw 30 30 30 Fast Fine Adjust Q) 00 00 00 00 00 00 Total LaS Time Q) w0 w0 w0 go w0 w0 LaadlLag Led Led Led Dead Dead Dead Lag Led Led Dead Led Onn Ra'I Yes Yet Yes Yes Yes Yes mW Yes Yes Yes Recall Mode None None &Max None None CMax None None None AD PXtl Green(st 150 495 127 472 110 Too Adhered g/CRod Ott 041 Oil 0Be 010 014 v/cRod 100 057 059 054 059 079 CorAml Belay 966 2" 6]] 21 590 516 Queue Delay 00 00 00 00 00 00 Total Delay 966 2" 677 21 590 516 TO F c E c E B Approach Belay 460 as so ApproachLOS B c B Queue Largo 60th m) 17o 249 w1 221 76 141 Queue Largo 961h G) ANY 311 119 266 115 1S5 Internal You Dist NO 667 CFO 266 Tom Bay Fargo G) 410 430 Bad Base Capacity NPh) 429 206w 462 196w Wi 792 Foreshow Cap r&tlupn 0 0 � 0 0 0 0 Bedrock Cap Redutln 0 0 0 0 0 0 spread Cap r&audir 0 0 0 0 0 0 Reduced vk Rahn 100 057 047 054 054 074 IrAersetllon Summ Cycle Fargo 120 Adhered Cycle Fargo 120 QflsaL 79 dead), Relaanretl to phase 2ESTand 6 W BT Brad of Green Natural Cycle: 195 Comml Type: Adhered Coordinated Maximum vk Ratio:119 Synchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) 04B- Background 2024 MID Peak U V 1 4/ Lane Group Lane Configurations Traffic Volume NPO) W 249 Wi 367 Future Volume(vph) W 249 W1 367 Peak Hour Fador 094 094 094 094 Heavy Vehldec CA) 2% eCO eCO eCO Shared lane Traffic CA) Lane Group Flow (vph) 0 304 ]]6 0 Tom Type Pon Pon NA Protected Phases ] ] 4 Permmed Phases Detector Phase ] ] 4 Switch Phase Minimum mal(t) 69 69 69 Minimum Split Q) Too Too 649 Total Split Q) 170 170 220 Total Split CA) 192% 192% To eCO Yellow Time Q) 69 69 69 Al Fed Time lost 39 39 39 Fast Fine Adjust a) 09 09 Total WS Time Q) S0 8A lead/Lag Dead Dead Lead Dead Led Opllm Ra'I Yes Yet Yes Recall Mode None None None Act PXct Green (st 99 190 7 Actuoted sic Rod 0W Ott v/cRod 119 11 Ftlr CorAml Delay 1656 1 12 6 Queue Delay 09 09 Total Delay 1666 1126 Los F F Approach Delay 1275 Approach LOS F Queue largo 601h Q1) -196 -211 Queue largo 961h Q1) Asod AC00 Internal You Dist NO sea Tom Bay Fargo Ql) sea Base Capacity NPh) 256 6a Foreshow Cap r&dupn 7 0 Bedrock Cap Reductn 0 0 spread Cap r&dupn 0 0 Reduced vk Rahn 119 its Intersection Summary Synchro11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.FM1939(RandolMill) & FM 1709(Soufhlake Blvd) 04B- Background 2024 MID Peak Intersection Signal Belay 62 a Intersection LOBE Intersection Capacity mlleallomw A9�ICU Level Monaco O Malyi6 Period pin)15 - Volumepreparre capacity, queue lsthematltallY home. Queue shown 6 maximum Damon codes a ago pememuavolume preparre capacity, queue may he longer. Queue shown 6 maximum Damon codes or Odado Fught Land Semtla with 1 though lane as right lane. Splits and Phases: 1 FM leas reandol MITI)& FM 1709(BoNhlake Blvo �t �2Tr e ♦ �83 ©o T'r :V05 Bynchro11 Fewer HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 04B- Background 2024MID Peak Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ++T,) Traffic Vol, veh/h 1347 Future Vol, veh/h 1347 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 94 Heavy Vehicles,% 3 Mvmt Flow 1433 21 0 1189 0 53 21 0 1189 0 53 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 94 94 94 94 94 2 2 2 2 2 22 0 1265 0 56 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 728 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 314 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 314 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) B WB NB 0 0 19 C 314 - - 0.18 - - 19 - - C 0.6 Sync hro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04B- Background 2024MID Peak Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SA SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 70 966 40 0 70 966 40 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 94 94 94 2 2 2 0 74 1028 94 94 3 2 43 0 711 711 0 Free None 0 0 94 2 756 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 536 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 419 - - 0 Stage 1 0 - - - 0 Stage 2 0 - - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 419 - - - Mov Cap-2 Maneuver - - - - - Stage 1 - - - - - Stage 2 - - - - - HCM Control Delay, s 15.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 419 - HCM Lane V/C Ratio - - 0.178 - HCM Control Delay (s) - - 15.4 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.6 - Sync hro 11 Report Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) 04C- Background 2024 Be Peak t --*� e Id- ele- e flell t r" Lane Grou Lane Configurations Traffic Volume NPO) 159 eo4 202 496 1907 206� 259 509 369 Future Volume(vph) 21 159 eo4 202 496 1907 206 46 259 509 oe 2 Peak Hour Fador Shared and Traffic CA) Lane Group Flow (vph) Tom Type Pon Pon NA Pont NA Pon Prot NA Pon Protected Phases 6 Permmed Phases Qotectdr Phase 6 6 2 1 6 3 3 w Switch Phase Minimum lmal is) 69 69 100 69 100 69 60 69 69 Minimum Split Q) Too Too 639 Too 649 Too To 649 Too Total Split Q) 2a0 2a0 649 369 660 239 2.0 410 200 Total Split CA) 15eCO 15a% so0% 23°h 440% 15eCO 15eCO 27eCO 1aeCO Yellow Tim Q) 69 69 69 69 69 69 60 69 69 Al Red Time is) 39 39 39 39 39 39 30 39 39 Fast ➢md Adjust a) 09 09 09 09 00 09 Total LaS Time Q) w9 w9 w9 w9 S0 w9 respired Led Led Led Dead Dead Lag To Led Dead Dead Led opdmha'I Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None &Max None CMax None None None None Act Hlct Greens) 169 472 25S 6w9 150 ass Actuotedg/CRadd 010 031 OP 0Be 010 022 v/cRadd 056 076 "S 092 0So 09SIT CdrAml Delay 709 ad 779 519 1004 663 Queue Delay 09 09 09 09 00 09 Total Delay 709 ad 779 51x 1004 66J Los E D E D F E Approach Delay 519 67 7 669 ApproachLOS D E E Queue Youth 60th G) 92 so 257 599 162 22 Queue Youth 961h G) 136 440 HI40 669 1067 say Harder The Dist NO 667 CFO 265 Tom Bay Length G) 410 430 Ban Base Capacity NPh) 343 1679 617 1942 343 1136 Rarvalldn Cap r&dupn 0 0 0 0 0 0 Bedrock Cap Reductn 0 0 0 0 0 0 Storage Cap r&dupn 0 0 0 0 0 0 Reduced vk Rand 056 076 0%6 092 0So 0%1 LenCth 150 ConAdhered Actuotetl Cycle LaRefh.160 ycle Y Roterenretl to phase 2EBTantl 6 W BT, 6htl of Green NOffsal atural 1, Notual Cycle Type45 LLcddNlnalda Maximum vk RnalD t3 Fasto 1 IrAersectldn Signal Delay92b IrAersectldn LO S. E Synchro11 Perot Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(Randol Mill) & FM 1709(Soufhlake Blvd) 04C- Background 2024 Be Peak V j ✓ Lane Grou Lane Configurations Traffic Volume Nph) 24w S74 z Future volume oph) 24w S74 221 Peak Hour Fador 095 095 095 Shared and Traffic CA) Lane Group Flow oph) 263 1163 0 Tom Type Pon NA Protected Phases ] a Permmed Phases Defector Phase ] a Switch Phase Minimum lmal of 69 69 Minimum Split Q) Too 649 Total Split Q) 200 38A Total Split CA) iseCO 25a% Yellow Tim Q) 69 69 Al Red Time of 39 39 Fast Fine Adjust Q) 09 09 Total LaS Time Q) w9 w9 Laatl/Lag Dead Dead Dead Led Opdmha'I Yes Yes Recall Mode None None Act HIct Green of 120 so 0 Actuotedg/CRadd 0W 020 v/cRadd 096 its CdrAml Delay 1126 1241 Queue Delay 09 09 Total Delay 1126 1241 Los F F Approach Delay 1219 Approach LOS F Queue Youth 60th G) 134 -469 MEW Queue Youth 961h G) 1027 M67 Harder The Dist NO sea Tom Bay Length G) sea Base Capacity NPh) 274 1016 Rarvaddn Cap r&uupn 0 0 Bedrock Cap Reuuctn 0 0 Storage Cap r&uupn 0 0 Reduced vk Rand 096 its Synchro11 Perot Timings 01-Existing 2023& Background 2024 Lane Configuratiionsyn 1.Cap 1939(RandolMill) & FM 1709(Soufhlake Blvd) 04Q- Background zoza Be Peak Intersection Capacity m lleallon 956% ICU Laval N BounceF Mayes Period pin)15 - Volumepreparre capacity, queue lstheoallallY lhume Queue shown 6 maximum anerl A 961hpemenllle volume preparre capacity, queue may be longer. or osado R)grn and. Record with uboMb lane acaright lane . 7 Splits and Phases: 1 FMMe(Randol MITI)& FM 1709(BoNbhke Blvd) lillsou �*85 ] ow Bynchro11 Ruder HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 04C - Background 2024 PM Peak Intersection Int Delay, s/veh 0.2 Movement EBT� WBL WBT NBL NBR Lane Configurations ++T,) Traffic Vol, veh/h 1501 Future Vol, veh/h 1501 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 97 Heavy Vehicles,% 2 Mvmt Flow 1547 14 0 2187 0 45 14 0 2187 0 45 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 97 97 97 97 97 2 2 2 2 2 14 0 2255 0 46 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 781 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 290 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 290 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) B WB NB 0 0 19.8 C 290 - - 0.16 - - 19.8 - - C 0.6 Sync hro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04C - Background 2024 PM Peak Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 86 1163 46 0 86 1163 46 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 90 90 90 2 2 2 0 96 1292 90 90 2 2 51 0 W 1616 1616 0 Free None 0 0 90 2 1796 Major/Minor Minor1 I Major1 Major2 Conflicting Flow All - 672 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 342 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 342 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - OUI:t 011:�I.1 HCM Control Delay, s 19.6 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 342 - HCM Lane V/C Ratio - - 0.279 - HCM Control Delay (s) - - 19.6 - HCM Lane LOS - - C - HCM 95th %tile Q(veh Sync hro 11 Report Timings 1.Cap 1939(Randal Mill) 02-Buildout & FM 1709(Southlake Blvd) 2024 Lane Configuration 1CA- Buuaom 2024 AM syn Peak J♦ c!ek- e it ell t I Lana Group Lane Configurations Talc Volume Nph) A Too 1(AS 159 219 Gap 110 23 166 706 Future Volume(eph) w 1so 1(AS 159 2 219 Gap 110 23 166 706 560 Peak Hour Factor 096 096 096 096 W 096 096 096 096 096 096 M Haavy Vahldaz CA) 2% 2% 2% o% 2% 2% 4% 2% 10% o% 2% o% Shared Lane Traffic CA) Lane Group Flow(eph) 0 Pw 1919 0 0 225 663 0 0 iW Told 0 Tom Type Pick Pick NA Pont Pick NA Prot Pont NA Protected Phases 6 6 2 1 1 6 3 3 w Permmea Phases Defector Phase 6 6 2 1 1 6 3 3 w Switch Phase Minimum mal(t) 69 69 100 69 69 100 60 69 69 Minimum Split Q) Too Too 639 Too Too 540 To 0 Too 649 Total Split Q) 190 190 639 210 210 669 210 210 so Total Split CA) 146% 196% 4"% 162% 162% 42a%h O2% 162% 277% Yellow Tim Q) 60 60 60 60 60 60 60 60 60 Al Fed Time lost 30 30 30 30 30 30W111EMWwrr 30 30 Fast ➢ma Adjust Q) 00 00 00 00 00 00 Total WS Time Q) w9 w9 w9 8A1W w9 w9 Leadl hard hard Lead Lag Led Led hard hard hard Dead Led OnnRa'I Yes Yet Yes Yes Yes YetwE Yes Yes Yes Recall Mode None None &Max None None CMax None None None M EXct Green(t) 105 450 Too 475 119 2" Muaredg/CRod 0W 036 010 OW 009 022 v/cRod 064 110 066 031 064 1Bear Cormol Delay 691 943 662 271 666 1257 Queue Delay 00 00 00 00 00 00 Total Delay 691 94a 662 2711� 666 1257 Los E F E 7� E F Approach Delay 921 ad 11" Approach TO F D F Queue Length 601h Q1) 76 -670 96 111 w2 -449 Queue Length 961h Q1) 115 R67 190 194 124 M47 Internal The Dist QI) 667 CFO 265 Tom Bay Faro on 410 Gap Bad Base Capacity Nph) 290 1744 343 1No eW 112w Preheated Cap Reductn 0 0 0 0 0 0 Splllback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced AN Rahn Ofl 110 066 031 05A iP Imarsa6lon Somm Cycle Fargo led Adhered Cycle LengLh.1so Oflsa1.62 (GOCA), Referenretl to phase 2ESTand 6 W BT Brad of Green Natural Cycle: 195 Comml Type: Adhered Coordinated Maximum AN Ratio:1 P Synchro11 Report Timings 02-Buildout 2024 Lane Configuration syn 1.Cap 1939(Randal Mill) & FM 1709(Southlake Blvd) 1CA- Buuaom 2024 AM Pak U \♦ 1 el/ Lane Grou Lane Configurations Traffic Volume NPO) 3 295 Van ]] Future Volume(vph) 3 295 Van ]] Peak Hour Factor 096 096 096 096 Haavy Vahldaz PA) 2% 2% 2% 4% Shared Lane Traffic CA) Lane Group Flow (vph) 0 On 06 0 Tom Type Pick Pick NA Protected Phases ] ] a Permmed Phases Defector Phase ] ] a Switch Phase Minimum mal(t) 69 69 69 Minimum Split Q) Too Too 649 Total Split Q) 200 200 369 Total Split CA) 154% 154% 269% Yellow Time Q) 69 69 69 Al Fed Time lost a a a Fast ➢ma Adjust Q) 09 09 Total YA Time Q) A 8A laadl Lag Lag Lag Dead Led Opdm Ra'I Yes Yet Yes Recall Mode None None None M EXct Green lost 120 2A1 Actuated g/CRod 009 022 v/cRod 09w 046 Cormol Delay 1047 as Queue Delay 09 09 Total Delay 1047 as Los F D Approach Delay 61.1 Approach LOS E Queue Length 60th G) 1so 124 Queue Lersglh 961h Q1) raJ2 162 Internal The Dist NO sea Tom Bay Fargo G) sea Base Capacity NPh) Co 1090 Preheated Cap r&ductn 0 0 Splllback Cap Reductn 0 0 Storage Cap r&ductn 0 0 Reduced vk Rahn 09w 046 intersection Summary Synchro11 Report Timings 02-Buildou[2024 Lane Configuration syn 1.FM1939(Randal Mill) & FM 1709(Sou[hlake Blvd) 1oA-Buumm 2024 AM Pak Intersection Signal Belay: wn Intersection LOB.F Intersection Capacity m lleallon 1 Oa 6% mO Level N MenaceA Malys6 Period pin)15 - Volume exceeds capacity, queue lstheoeflally MlnAe. Queue shown 6 maximum Damon codes. a ago Carbunclevolume exceeds capacity, queue may he longer. 7 Queue shown 6 maximum attertwe codes or OetactoSop Lane. Remae with 1thoggh lane as a r)qm lane. Splits and Phases: 1 FM leas reandoI MITI)& FM 1709(BoNhlake Blvo —P`V2Rr I i F©1 A02 I04 Y©, ©,R', T09 - ©morev Bynchro11 Power HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 10A - Buildout 2024 AM Peak Intersection Int Delay, s/veh 4.5 Movement EBT EBR WBL WBT NBL NBR — Lane Configurations ++'* . r Traffic Vol, veh/h 2540 37 0 753 0 107 Future Vol, veh/h 2540 37 0 753 0 107 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - - 0 Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 2 2 2 3 2 2 Mvmt Flow 2702 39 0 801 0 114 Major/Minor Major1 Major2 Minor1 — Conflicting Flow All 0 0 1371 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 117 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 117 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach UB WB NB HCM Control Delay, s 0 0 145.9 HCM LOS F 8mi a F.Tiia18Fme 8P in, i011.11 in m:1.1mq:I.WITI.11 Capacity (veh/h) 117 - - - HCM Lane V/C Ratio 0.973 - - - HCM Control Delay (s) 145.9 - - - HCM Lane LOS F - - - HCM 95th %tile Q(veh) 6.3 - - - Sync hro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10A - Buildout 2024 AM Peak Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 55 1381 42 0 55 1381 42 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 87 87 87 2 7 3 0 63 1587 87 87 2 2 48 0 784 784 0 Free None 0 0 87 2 901 Major/Minor Minori�r1 Major2 Conflicting Flow All - 818 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.24 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - 3.97 - - Pot Cap-1 Maneuver 0 266 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 266 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - OUI:t 011:�I.1 HCM Control Delay, s 22.7 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 266 - HCM Lane V/C Ratio - - 0.238 - HCM Control Delay (s) - - 22.7 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.9 - Sync hro 11 Report Timings 1.Cap 1939(Randal Mill) 02-Buildout & FM 1709(Southlake Blvd) 2024 Lane Configuration 10B- Buuaom 2024 MID syn Peak 9 J i G Irek- 4d- dn ell t I Lane Grou Lane Configurations Traffic Volume NPO) 1a 3a4 ea7 1" 166 We 1a0 21 19a 396 Future Volume dish) 1a 3a4 ea7 1a0 as 166 We 1a0 21 19a 396 162 Peak Hour Factor 094 094 094 094 W 094 094 094 094 094 094 M Heavy Vehldaz CA) 2% 2% 2% 2% 4% eCO eCO 2% 2% 2% 2% 2% Shared Land Traffic CA) Lane Group How dish) 0 42a 11aa 0 0 211 1044 0 0 Fie see 0 Tom Type Pick Pick NA PM Pick NA Prot PM NA Protected Phases 6 6 2 1 1 6 3 3 a Permmea Phases Doctor Phase 6 6 2 1 1 6 3 3 a Switch Phase Minimum mal(t) 69 69 100 69 69 100 60 69 69 Minimum Split Q) Too Too so Too Too 540 1a0 Too 649 Total Split Q) go goo so 249 249 649 21 0 210 269 Total Split CA) 192% 192% 442% 200% 200% 450% 175% 175% 217% Yellow Time Q) 60 60 60 60 60 60 60 60 60 Al Fed Time lost 30 30 30 30 30 30mw 30 30 30 Fast ➢ma Adjust Q) 00 00 00 00 00 00 Total Logo Time Q) a0 a0 a0 So a0 a0 Laatl/L>,9 Led Led Led Dead Dead Dead Led Led Led Dead Led Optlm Ra'I Yes Yet Yes Yes Yes YesmW Yes Yes Yes Recall Mode None None &Max None None CMax None None None Act EXct Green (st 150 492 127 469 121 171 Showed g/CRod Ott 041 Oil 0Be 010 014 v/cRod 100 0sy 059 054 067 07a CorAml Delay 966 2Sa 6]] tat 620 515 Queue Delay 00 00 00 00 00 00 Total Delay 966 2Sa 677 tat 620 515 Los F C E C E D Approach Delay 461 ass 545 ApproachLOS D C D Queue Langh 60th G) 17a 252 al 217 90 US Queue Length 961h G) ANY 316 119 263m 1A 1a Internal You Dist NO 667 see 265 Tom Bay Fargo G) 410 ask Bad Base Capacity NPh) 429 2056 462 1947 Wi 790 selectled Cap Reductn 0 0 0 qW 0 0 Splllback Cap Reductn 0 0 0 0 0 0 storage Cap Reductn 0 0 0 0 0 Reduced vk Rahn 100 0sy 047 054 0so 076 Imarsaklon Somm Cook Fargo 120 Showed Cycle LengIh.120 Cusco 79 dead), Referenretl to phase 2ESTand 6 War, Brad of Green Natural Cycle: 195 Comml Type: Showed Coordinated Maximum vk Rate 12b Synchro11 Report Timings 02-Buildout 2024 Lane Configuration syn 1.Cap 1939(Randal Mill) & FM 1709(Southlake Blvd) 10B- Buidom 2024 MID Peak Lane Group Lane Configurations iaXlc Volume NPk) W 263 364 367 Future Volume dish) W 263 364 367 Peak Hour Factor 094 094 094 094 Heavy Venclec CA) 2% eCO eCO eCO Shared lane Traffic CA) Lane Group Flow dish) 0 so 767 0 Tom Type Pick Pick NA Protected Phases ] ] 4 Permmed Phases Defector Phase ] ] 4 Switch Phase Minimum mal(t) 69 69 69 Minimum Split a) Too Too 649 Total Split a) 179 179 220 Total Split CA) 192% 192% To eCO Yellow Time a) 69 69 69 Al Fed Time lost a a a Fast Fine Adjust a) 09 09 Total WS Time a) S0 8A laadl Dead Dead Lead Dead Led Opllm Ra'I Yes Yet Yes Recall Mode None None None Act PXct Green (st 99 190 Showed g1C Rod 0W Ott v/cRod 125 115dr CorAml Delay Too 1059 Queue Delay 09 09 Total Delay Too 1069 Los F F Approach Delay 1295 Approach LOS F Queue langlh 60th Q1) -16w -204 Queue langlh 961h m) *2sa edge Internal You Dist NO sea Tom Bay Fargo m) sea Base Capacity Nph) 256 692 selected Cap r&ductn 0 0 Splllback Cap Reductn 0 0 spread Cap r&ductn 0 0 Reduced vk Rahn 125 111 Intersection Summary Synchro11 Report Timings 02-Buildou[2024 Lane Configuration syn 1.FM1939(Randal Mill) & FM 1709(Sou[hlake Blvd) 10B- BOMom 2024 MID Peak Intersection Signal Delay: so 1 Intersection LOS F Intersection Capacity mlleallomw 99�ICU Level Monaco B Malys6 Period pin)15 - Volume exceeds capacity, queue lsibamatltcolly home. Queue shown 6 maximum Damon codes A agoCrbncle volume exceeds capacity, queue may be longer. Queue shown 6 maximum Drenthe cyder or BdadoFugmLand . Second with 1though lane as a right lane. Splits and Phases: 1 FMleas (Sanndl MITI)& FM 1709(MoNblake BIM) F©1 �2Rr I a Aei :V05 ♦ ©o T'r Mynchro11 Fepeh HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 10B-Buildout2024MID Peak Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ++'* Traffic Vol, veh/h 1337 Future Vol, veh/h 1337 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 94 Heavy Vehicles,% 3 Mvmt Flow 1422 47 0 1179 0 72 47 0 1179 0 72 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 94 94 94 94 94 2 2 2 2 2 50 0 1254 0 77 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 736 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 310 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 310 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) B WB NB 0 0 20.4 C 310 - - 0.247 - - 20.4 - - C 1 Sync hro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10B-Buildout2024MID Peak Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 113 959 54 0 113 959 54 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 94 94 94 2 2 2 0 120 1020 94 94 3 2 57 0 718 718 0 Free None 0 0 94 2 764 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 539 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 417 - - 0 Stage 1 0 - - - 0 Stage 2 0 - - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 417 - - - Mov Cap-2 Maneuver - - - - - Stage 1 - - - - - Stage 2 - - - - - HCM Control Delay, s 17.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 417 - HCM Lane V/C Ratio - - 0.288 - HCM Control Delay (s) - - 17.1 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.2 - Sync hro 11 Report Timings 02-Buildout 2024 Lane Configuration syn 1.Cap 1939 (Randal Mill) & FM 1709(Southlake Blvd) 10C- Buuaom 2024 Be Peak t--* e Irek- e flell t r" Lane Bran Lane Configurations Traffic Volume NPO) 159 940 202 496 19N 206� 272 go oe Future Volume(vph) 21 159 940 202 496 19N 206 64 272 go oe 2 Peak Hour Factor f 0 Shared Land Traffic CA) Lane Group Haw (vph) Tom Type Pick Pick NA Pont NA Pick Prot NA Pick Protected Phases 6 Permmed Phases Bctector Phase 6 6 2 1 6 3 3 w Switch Phase Minimum lmal is) 69 69 100 69 100 69 60 69 69 Minimum Split Q) Too Too 639 Too 649 Too To 649 Too Total Split Q) 2a0 2a0 649 369 660 239 2.0 410 200 Total Gp111 CA) 15eCO 15a% so0% 23°h 440% 15eCO 15eCO 27eCO 1aeCO Yellow Tim Q) 69 69 69 69 69 69 60 69 69 Al Fed Time is) a a a a a a 30 a a Fast ➢ma Adjust a) 09 09 09 09 00 09 Total LaS Time Q) w9 w9 w9 w9 80 w9 Legal Led Led Led Dead Dead Lag To Led Dead Dead Led opdmha'I Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None &Max None CMax None None None None Act Front Greens) 169 472 259 6w9 150 ass Showed g/CRado 010 031 OP 0Be 010 022 v/cRado 056 076 O9w 091 100 09San CorAml Belay 709 491 779 514 114 S 666 Queue Delay 09 09 09 09 00 09 Total Delay 709 491 779 514 naw 666 Los F B F B F F Approach Belay 629 674 716 ApproachLOS B F F Queue Lengh 60th m) 92 Jw4 257 595 176 24 Queue Length 961h G) 136 Gas HI40 665 age Bad Internal The Dist NO 667 CFO 265 Tom Bay Length G) 410 Gap Ban Base Capacity NPh) AS 167w 617 leas AD 1134 Preheated Cap r&ductn 0 0 0 0 0 0 Bplllback Cap Reductn 0 0 0 0 0 0 Storage Cap r&ductn 0 0 0 0 0 0 Reduced vk Rahn 056 076 0%6 091 100 0%2 Code Length 150 Cycle LengIh.160 ShowCusco a Roterenretl oflsaa 48 to phase 2EBTantl 6 W BT, 6htl of Green 1, Natural Cycle 45 TypeSho LLcooNlnalaa oomml Type Refit 1 Maximum vk RnalD t3 intersection Signal Belay: P35 intersection LO B.E Bynchro11 Report Timings 02-Buildout 2024 Lane Configuration syn 1.Cap 1939(Randal Mill) & FM 1709(Southlake Blvd) 10C- Buuaom 2024 Be Peak V j ✓ Lane Grou Lane Configurations Talc volume NQh) 257 See z Future volume oph) 257 See 221 Peak Hour Factor 095 095 095 Shared Land Traffic CA) Lane Group How (bph) 273 114C 0 Tom Type Pick NA Protected Phases ] a Permmed Phases Donator Phase ] a Switch Phase Minimum lmal lost 69 69 Minimum Split a) Too 649 Total Split a) 200 ago Total Split CA) iseCO 25a% Yellow Tim a) 69 69 Al Fed Time lost a a Fast Fine Adjust a) 09 09 Total LaS Time a) w9 w9 Leadl Dead Dead Dead Led Opdmha'I Yes Yes Recall Mode None None Act Front Green(st 120 so Showed g/CRod 0W 020 v/cRod 100 its CorAml Delay 1210 122a Queue Delay 09 09 Total Delay 1210 122a Los F F Approach Delay 1221 Approach LOG F Queue Length 60th Q1) 140 -465 Queue Langh 961h m) ADS *64 internal The Dist NO sea Tom Bay Fargo m) sea Base Capacity NPh) 274 1016 Preheated Cap r&ductn 0 0 Splllback Cap Reductn 0 0 Storage Cap r&ductn 0 0 Reduced vk Rollo 100 its Synchro11 Report Timings 02-Buildou[2024 Lane Configuration syn 1.FM1939(Randal Mill) & FM 1709(Sou[hlake Blvd) 10C- Buumm 2024 PM Peak Intersection Capacity m lleallon 960% ICU Laval N PounceF Analysis Period pin)15 - Volume exceeds capacity, queue lstheoallallY lhume Queue shown 6 maximum alert A 961hCarbncle volume exceeds capacity, queue may be longer. ec 7 or osaQo a)grn aneRecord with uboMb lane aaaright lane . Splits and Phases: 1 FM Me reandoI MITI)& FM 1709(BoNbhke Blvo �*85 ] I©9 Bynchro11 Fepoh HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 10C-Buildout2024PM Peak Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ++'* Traffic Vol, veh/h 1494 Future Vol, veh/h 1494 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length - Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 97 Heavy Vehicles,% 2 Mvmt Flow 1540 31 0 2180 0 58 31 0 2180 0 58 0 0 0 0 0 Free Free Free Stop Stop None None None 0 0 0 0 0 97 97 97 97 97 2 2 2 2 2 32 0 2247 0 60 Major/Minor Major1 IF Major2 Minor1 Conflicting Flow All 0 0 786 Stage 1 - - - Stage 2 - - - Critical Hdwy - - 7.14 Critical HdwyStg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 288 - Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 288 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s HCM LOS Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) B WB NB 0 0 20.7 C 288 - - 0.208 - - 20.7 - - C 0.8 Sync hro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10C-Buildout2024PM Peak Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBI SBT Lane Configurations Traffic Vol, veh/h 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 113 1158 55 0 113 1158 55 0 0 0 0 0 Stop Free Free Free None None 0 0 0 0 0 90 90 90 2 2 2 0 126 1287 90 90 2 2 61 0 W 1620 1620 0 Free None 0 0 90 2 1800 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 674 0 0 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - - Critical HdwyStg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 341 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 341 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - OUI:t 011:�I.1 HCM Control Delay, s 21.6 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 341 - HCM Lane V/C Ratio - - 0.368 - HCM Control Delay (s) - - 21.6 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.6 - Sync hro 11 Report SPIN MEETING REPORT SPIN Item Number: SPIN2023-01 City Case Number: N/A Project Name: Southlake Marketplace SPIN Neighborhood: 10 Meeting Date: January 10, 2023 Meeting Location: 1400 Main Street, Southlake, TX City Council Chambers Total Attendance: 3 Hosts: Madeline Oujesky Applicant Presenting: Buck Wheeler, Phone: (214) 960-2818, Email: buck@shopcompanies.com City Staff Present: Madeline Oujesky, Assistant to the Director Town Hall Forums can be viewed in their entirety by visiting http://www.cityofsouthlake.com and clicking on “I Want to” and “View” “Video on Demand” – forums are listed under SPIN by meeting date. FORUM SUMMARY: Property Situation: 2603 W. Southlake Blvd. Development Details: • Acquired Southlake Marketplace in April of 2022 with the initiative to redevelop it in a sensitive manner. When originally developed, 25% of the property was required to be green space. There is dead space on the south end of the project combined with green space. We look at this as wasted space. From a pedestrian scale we think there is a lot to be improved on. • Since acquiring the property in April of 2022, we have repainted the shopping center and have signed several new leases. o A vet clinic, an acai bowl and currently working with ATA Martial Arts to relocate within the center. Exciting restaurant concepts interested in leasing space. • Want to increase the time that the public and consumers interact with the property and stay on property. This would help with retail sales which ultimately drives sales tax revenue and ad valorem tax revenue. • Parking and landscape improvements we are proposing. o Head in parking instead of angled parking. o Have trees in the parking lot and oversize landscaping islands and improve the overall feel of the shopping center pedestrian experience. o Have patio areas where there is parking and a fire lane. Drive additional revenue through patio areas as well as activate the shopping center and make it feel much more vibrant. • The area between Starbucks and the Baskin Robbins building would be a freestanding single tenant building with a drive through. o Currently working with a user that is not in the DFW market currently. Has a signed confidentiality with this tenant so unable to share whom the tenant is. Outdoor family-oriented space who believe this is a great location for them. • Income would be able to pay for all these common air improvements and increase the pedestrian experience. Create oversize walkway to increase the desire for pedestrians to walk from storefront to storefront. Have patios facing into each other and have a flex space for kids. • All proposed planned improvements benefit the neighborhood and the center itself. o From a social standpoint, it would add approximately 3500 square feet of outdoor patio seating. o From an environmental standpoint, we would be significantly reducing the heat island and reducing the overall temperature of what the parking lot feels like by softening it with landscape and trees. The addition of the parking lot islands would add approximately 33 net trees which reduces the carbon footprint. o From an economic standpoint we are drawing more tenants and partnering with existing tenants to ensure they are successful in driving revenue and business. Presentation: Questions and Concerns: N/A SPIN Meeting Reports are general observations of SPIN Meetings by City staff and SPIN Representatives. The report is neither verbatim nor official meeting minutes; rather it serves to inform elected and appointed officials, City staff, and the public of the issues and questions raised by residents and the general responses made. Responses as summarized in this report should not be taken as guarantees by the applicant. Interested parties are strongly encouraged to follow the case through the Planning and Zoning Commission and final action by City Council. Southlake Connect Results for the January 10, 2023 SPIN Town Hall Forum M E M O R A N D U M October 31, 2023 To: Shana Yelverton, City Manager From: Amy Shelley, City Secretary Subject: Resolution No. 23-026, casting votes for Tarrant Appraisal District Board of Directors Action Requested: Approve a resolution to officially cast votes for Tarrant Appraisal District (TAD) Board of Directors. Background Information: The Tarrant Appraisal District (TAD) Board of Directors serves a two–year term, beginning in January of even-numbered years. The Board is elected by the taxing entities located within Tarrant County. Each taxing entity is allotted a number of votes, which is based on the City’s percentage of the total tax levy for Tarrant County. The five nominees who get the highest number of votes are elected to the Board of Directors. TAD has solicited and received nominees for candidates to the Board of Directors. The following lists the nominees: 1. Mr. Alan Blaylock 2. Mr. Rich DeOtte 3. Mr. Gary Losada 4. Mr. Jerald Miller 5. Ms. Gloria Pena 6. Mr. Vince Puente, Sr. 7. Mr. Jacob Wurman The City of Southlake has 32 votes that can be cast for one nominee or distributed among the nominees. The number of votes specified for each candidate must be stated in the resolution and identified in the motion. Financial Considerations: Non-applicable Strategic Link: B2: Partner with organizations to establish and maintain relationships. Citizen Input/ Board Review: Non-applicable ITEM 8A Legal Review: Non-applicable Alternatives: None Supporting Documents: Letter and nominee listing from Tarrant Appraisal District Resolution No. 23-026 Staff Recommendation: Approve Resolution No. 23-026 2500Handley Ederville Rd. Ft. Worth, TX 76118 817.284.0024 October 27, 2023 «Name» «Title» «Entity» «Address» «City», «State» «Zip» RE: Ballot for Appointments to Board of Directors beginning January 1, 2024 Dear «Salutation»: Following up on my September 22, 2023, letter about nominating candidates for appointment to Tarrant Appraisal District’s Board of Directors, I prepared a ballot as required by the Texas Property Tax Code. That letter lists the number of votes for each school district, city, and county entity that is entitled to participate in the appointment process. The taxing units listed are not required to vote but, if they choose to do so, they may determine their votes only by a resolution adopted by the governing body and they must submit the resolution to me before December 15, 2023. The resolution and the completed ballot if you wish to include it should be sent by mail to William Durham, Interim Chief Appraiser, Tarrant Appraisal District, P. O. Box 185579, Fort Worth, Texas, 76181-0579 or by email to jwooddell@tad.org. Enclosed are the ballot, bios collected from nominees and taxing units, and a sample resolution form. The remaining steps in the appointment process and schedule set out in the Property Tax Code may be summarized as follows: before December 15, 2023 Governing bodies of taxing units determine their votes by resolution and submit votes to Chief Appraiser before December 31, 2023 Chief Appraiser counts votes, determines which candidates received the most votes, and submits results to taxing units January 1, 2024 new term begins If you have questions, please do not hesitate to call Julie Wooddell at 817.595.6006. Sincerely, William Durham Executive Director Interim Chief Appraiser WD:jw Enclosures (3) «CC1» «CC2» William Durham Executive Director Interim Chief Appraiser RESOLUTION NO. 23-026 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS, CASTING 32 VOTES FOR A CANDIDATE FOR APPOINTMENT TO THE TARRANT APPRAISAL DISTRICT BOARD OF DIRECTORS AND PROVIDING AN EFFECTIVE DATE. Whereas, every two years the Tarrant Appraisal District (TAD) requests that each taxing entity submit names for possible appointment to the Appraisal District Board of Directors; and, Whereas, upon receipt of nominees, a listing is compiled and provided to each entity to cast their votes; and, Whereas, each taxing entity has a specified votes based on tax levies; and, Whereas, the City of Southlake, as a taxing entity of the Tarrant Appraisal District, has a total of 32 votes to cast for this year’s nominees. THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SOUTHLAKE, TEXAS, THAT: Section 1. All the findings in the preamble are found to be true and correct and the City Council does hereby incorporate said findings into the body of this resolution as if copied in its entirety. Section 2. The City Council desires to cast 32 votes, as indicated, on the attached official ballot of the Tarrant Appraisal District. Section 3. The City Secretary is directed to send a copy of this Resolution to the Tarrant Appraisal District. Section 4. This resolution is hereby effective upon passage and approval by the City Council. PASSED AND APPROVED THIS THE 7TH DAY OF NOVEMBER 2023. CITY OF SOUTHLAKE, TEXAS BY: ___________________________ John Huffman Mayor ATTEST: __________________________ Amy Shelley, TRMC City Secretary OFFICIAL BALLOT ELECTION OF MEMBERS TO THE BOARD OF DIRECTORS TARRANT APPRAISAL DISTRICT Following are the candidates for appointment to the five (5) voting positions on the Board, listed alphabetically with the taxing unit(s) that timely submitted the nominations for each. Please indicate your taxing unit’s vote(s) by entering the number of votes to the left of your candidate(s) of choice. VOTES FOR Nominees Mr. Alan Blaylock Mr. Rich DeOtte Mr. Gary Losada Mr. Jerald Miller Ms. Gloria Pena Mr. Vince Puente, Sr. Mr. Jacob Wurman IMPORTANT: This ballot must be returned before December 15, 2023 to William Durham, Interim Chief Appraiser, Tarrant Appraisal District, P. O. Box 185579, Fort Worth, Texas, 76181-0579, by mail or by email to jwooddell@tad.org. Please attach this ballot to the resolution passed by your taxing unit authorizing this vote. Case No. SV23-0018 S T A F F R E P O R T October 31st, 2023 CASE NO: SV23-0018 PROJECT: Sign Variance for Johnson Fitness and Wellness Store EXECUTIVE SUMMARY: Razor Sign & Graphics, on behalf of Johnson Health and Wellness, is requesting approval of variances to Sign Ordinance No. 704, as amended, for the Johnson Fitness and Wellness Store located at 2800 E. Southlake Blvd, Southlake, TX 76092. DETAILS: The property is located in the Gateway Plaza shopping center abutting E. Southlake Blvd. The applicant is requesting variances for two attached building signs. The southern elevation will require variances for letter height, sign area, and the sign width exceeding 75% of the building façade. The western elevation will require variances for letter height and sign area. Per Sign Board’s recommendation, alternative options will be provided in the presentation at City Council. Case No. SV23-0018 The requested variances are as follows: Proposed Sign Permitted by Sign Ordinance No. 704, as amended Proposed (SV23-0018) South Elevation (facing F.M. 1709) Night View • Sign width not to exceed 75% of building facade. Permitted: 18.94’ • Letter height: 18’’ • Sign area: 32.80 S.F. • Sign width: 19.81’ • Letter height: 37’’ • Sign area: 73.74 S.F. West Elevation (facing internal street) Night View • Sign width not to exceed 75% of sign façade. Permitted: 51.75’ • Letter height: 14’’ • Sign area: 48.3 S.F. • Sign width: 23.875’ • Letter height: 44.5’’ • Sign area:108 S.F. ACTION NEEDED: Consider Approval of Requested Sign Variances ATTACHMENTS: (A) Background Information (B) Vicinity Map Presentation Demonstration and Plans Case No. SV23-0018 STAFF CONTACT: Peyton Sherman (817)748-8269 Jenny Crosby (817)748-8195 Case No. Attachment A SV23-0018 BACKGROUND INFORMATION APPLICANT: Razor Sign & Graphics on behalf of the Johnson Wellness and Fitness Store OWNER: Johnson Wellness and Fitness Store PROPERTY SITUATION: 2800 E. Southlake Blvd. LEGAL DESCRIPTION: Lot 3, Block 1, GATEWAY PLAZA ADDITION PH I CURRENT ZONING: “S-P-2” Generalized Site Plan District HISTORY: January 2, 2001; City Council approved a variance to allow an additional attached sign for Fitness HQ. (SG-2240) SIGN BOARD: October 19th, 2023: Approved (7-0), specifically denying the variances requested on the south elevation. For the west elevation, the sign board recommended the applicant to provide an alternative design permitted by the ordinance, and an alternative that is approximately ½ of an increase from the sign ordinance and what the applicant currently has proposed. CITY COUNCIL: STAFF COMMENTS: City Council approval of the request does not eliminate the requirement for a sign application submittal prior to sign installation. Please contact Seantay Carpenter for sign application processing and pre-install inspection. Seantay can be reached at 817-748- 8215 or scarpenter@ci.southlake.tx.us. Case No. Attachment B SV23-0018 SIGN VARIANCE APPLICATION 1400 Main Street, Suite 310, Southlake, TX 76092 Phone: (817) 748-8215 Fax: (817) 748-8077 Revised January 2023 2 Demonstration Please demonstrate that the following conditions are applicable to the requested sign variance: 1.That a literal enforcement of the sign regulation will create an unnecessary hardship or practical difficulty on the applicant. 2.That the situation causing the unnecessary hardship or practical difficulty is unique to the affected property and is not self imposed. 3.That the variance will not injure and will be wholly compatible with the use and permitted development of adjacent properties. 4.That the variance will be in harmony with the spirit and purpose of the sign ordinance. 17535 Huffmeister Rd. Cypress, TX 77429 281-807-5180 (Office) 281-807-5181 (Fax) This Design is the sole property of Casanova Signs Co. Any duplication in whole or in part without the express written consent of Casanova Signs Co. is strictly prohibited. - proofe Electrical Info. Electrical Signs Digital Printing Vehicle Wraps Vinyl Graphics Banners Mulit Tenants Pole Signs And MUCH more! S IN C E 1 9 9 7 S IN C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 Revise DateScope of WorkWork Order: Date: Client: Address: Drawing: Scale: Artist: Volts :____ Am ps :____ KVA :____ Disclaimer* Customers will be provided up to 3 design revisions free of charge per job order, each thereafter will hold an additional Design Charge of $75 per revision. S I N C E 1 9 9 7 CASANOVASIGNS.com “Family Owned and Operated Since 1997” Manufacture internally illuminated channel letters to the sizes and specs depicted and install to upper fascia of store-front in the location as depicted in the above rendering. 00000 Apr. 6, 2023 Johnson Fitness & Wellness Store 2800 E Southlake Blvd Southlake TX 76092 Channel Letters Front 936.44 " PU Existing Grey #4D4D4D PAINT Channel Letter Detail N.T.S. .040 ALUMINUM RETURNS PRE-FINISHED BLACK .063 ALUMINUM BACK 2”X 7” WIREWAY PAINTED BEIGE TO MATCH THE BUILDING 1”JEWELITE TRIMCAP BLACK 120-12 VOLTS REMOTE POWER SUPPLY EXISTING WALL WHITE LED MODULES 3/8” FASTENERS MINIMUM 5” IMBEDDED IN WALL 3/16” PLEX FACES#2447 WHITE WITH 3M DAYNITE FILM PAINTED RED 2” A 3’-8 ½”2’-11½”20’-9¼”11¼”23’-10½”24’-10”28’-0”Proposed 69’-0” 17535 Huffmeister Rd. Cypress, TX 77429 281-807-5180 (Office) 281-807-5181 (Fax) This Design is the sole property of Casanova Signs Co. Any duplication in whole or in part without the express written consent of Casanova Signs Co. is strictly prohibited. - proofe Electrical Info. Electrical Signs Digital Printing Vehicle Wraps Vinyl Graphics Banners Mulit Tenants Pole Signs And MUCH more! S IN C E 1 9 9 7 S IN C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 Revise DateScope of WorkWork Order: Date: Client: Address: Drawing: Scale: Artist: Volts :____ Am ps :____ KVA :____ Disclaimer* Customers will be provided up to 3 design revisions free of charge per job order, each thereafter will hold an additional Design Charge of $75 per revision. S I N C E 1 9 9 7 CASANOVASIGNS.com “Family Owned and Operated Since 1997” Manufacture internally illuminated channel letters to the sizes and specs depicted and install to upper fascia of store-front in the location as depicted in the above rendering. 00000 Apr. 6, 2023 Johnson Fitness & Wellness Store 2800 E Southlake Blvd Southlake TX 76092 Channel Letters Front 631.621 " PU3’-1”2’-5½”19’-9¾” 17’-10¼”0’-8½”4’-0 ½”Existing Grey #4D4D4D PAINT ProposedB Channel Letter Detail 41’-0”24’-7”.040 ALUMINUM RETURNS PRE-FINISHED BLACK .063 ALUMINUM BACK 2”X 7” WIREWAY PAINTED BEIGE TO MATCH THE BUILDING 1”JEWELITE TRIMCAP BLACK 120-12 VOLTS REMOTE POWER SUPPLY EXISTING WALL WHITE LED MODULES 3/8” FASTENERS MINIMUM 5” IMBEDDED IN WALL 3/16” PLEX FACES#2447 WHITE WITH 3M DAYNITE FILM PAINTED RED 2” 17535 Huffmeister Rd. Cypress, TX 77429 281-807-5180 (Office) 281-807-5181 (Fax) This Design is the sole property of Casanova Signs Co. Any duplication in whole or in part without the express written consent of Casanova Signs Co. is strictly prohibited. - proofe Electrical Info. Electrical Signs Digital Printing Vehicle Wraps Vinyl Graphics Banners Mulit Tenants Pole Signs And MUCH more! S IN C E 1 9 9 7 S IN C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 Revise DateScope of WorkWork Order: Date: Client: Address: Drawing: Scale: Artist: Volts :____ Am ps :____ KVA :____ Disclaimer* Customers will be provided up to 3 design revisions free of charge per job order, each thereafter will hold an additional Design Charge of $75 per revision. S I N C E 1 9 9 7 CASANOVASIGNS.com “Family Owned and Operated Since 1997”69’-0”41’-0” 17535 Huffmeister Rd. Cypress, TX 77429 281-807-5180 (Office) 281-807-5181 (Fax) This Design is the sole property of Casanova Signs Co. Any duplication in whole or in part without the express written consent of Casanova Signs Co. is strictly prohibited. - proofe Electrical Info. Electrical Signs Digital Printing Vehicle Wraps Vinyl Graphics Banners Mulit Tenants Pole Signs And MUCH more! S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 Revise DateScope of WorkWork Order: Date: Client: Address: Drawing: Scale: Artist: Volts :____ Am ps :____ KVA :____ Disclaimer* Customers will be provided up to 3 design revisions free of charge per job order, each thereafter will hold an additional Design Charge of $75 per revision. S I N C E 1 9 9 7 CASANOVASIGNS.com “Family Owned and Operated Since 1997” Manufacture internally illuminated channel letters to the sizes and specs depicted and install to upper fascia of store-front in the location as depicted in the above rendering. 00000 Apr. 6, 2023 Johnson Fitness & Wellness Store 2800 E Southlake Blvd Southlake TX 76092 Channel Letters Front 936.44 " PU Existing Channel Letter Detail N.T.S. .040 ALUMINUM RETURNS PRE-FINISHED BLACK .063 ALUMINUM BACK 2”X 7” WIREWAY PAINTED BEIGE TO MATCH THE BUILDING 1”JEWELITE TRIMCAP BLACK 120-12 VOLTS REMOTE POWER SUPPLY EXISTING WALL WHITE LED MODULES 3/8” FASTENERS MINIMUM 5” IMBEDDED IN WALL 3/16” PLEX FACES#2447 WHITE WITH 3M DAYNITE FILM PAINTED RED 2”2’-5 ½”1’-11½”8’-3½”5½”13’-11½” Oct.25, 2023 A 69’-0”21’-10”28’-0”Proposed Oct.27, 2023 17535 Huffmeister Rd. Cypress, TX 77429 281-807-5180 (Office) 281-807-5181 (Fax) This Design is the sole property of Casanova Signs Co. Any duplication in whole or in part without the express written consent of Casanova Signs Co. is strictly prohibited. - proofe Electrical Info. Electrical Signs Digital Printing Vehicle Wraps Vinyl Graphics Banners Mulit Tenants Pole Signs And MUCH more! S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 Revise DateScope of WorkWork Order: Date: Client: Address: Drawing: Scale: Artist: Volts :____ Am ps :____ KVA :____ Disclaimer* Customers will be provided up to 3 design revisions free of charge per job order, each thereafter will hold an additional Design Charge of $75 per revision. S I N C E 1 9 9 7 CASANOVASIGNS.com “Family Owned and Operated Since 1997” Manufacture internally illuminated channel letters to the sizes and specs depicted and install to upper fascia of store-front in the location as depicted in the above rendering. 00000 Apr. 6, 2023 Johnson Fitness & Wellness Store 2800 E Southlake Blvd Southlake TX 76092 Channel Letters Front (Night view) 936.44 " PU Channel Letter Detail N.T.S. .040 ALUMINUM RETURNS PRE-FINISHED BLACK .063 ALUMINUM BACK 2”X 7” WIREWAY PAINTED BEIGE TO MATCH THE BUILDING 1”JEWELITE TRIMCAP BLACK 120-12 VOLTS REMOTE POWER SUPPLY EXISTING WALL WHITE LED MODULES 3/8” FASTENERS MINIMUM 5” IMBEDDED IN WALL 3/16” PLEX FACES#2447 WHITE WITH 3M DAYNITE FILM PAINTED RED 2” A Proposed Existing Night View Oct.25, 20232’-5 ½”1’-11½”8’-3½”5½”13’-11½” Oct.27, 2023 17535 Huffmeister Rd. Cypress, TX 77429 281-807-5180 (Office) 281-807-5181 (Fax) This Design is the sole property of Casanova Signs Co. Any duplication in whole or in part without the express written consent of Casanova Signs Co. is strictly prohibited. - proofe Electrical Info. Electrical Signs Digital Printing Vehicle Wraps Vinyl Graphics Banners Mulit Tenants Pole Signs And MUCH more! S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 Revise DateScope of WorkWork Order: Date: Client: Address: Drawing: Scale: Artist: Volts :____ Am ps :____ KVA :____ Disclaimer* Customers will be provided up to 3 design revisions free of charge per job order, each thereafter will hold an additional Design Charge of $75 per revision. S I N C E 1 9 9 7 CASANOVASIGNS.com “Family Owned and Operated Since 1997” Manufacture internally illuminated channel letters to the sizes and specs depicted and install to upper fascia of store-front in the location as depicted in the above rendering. 00000 Apr. 6, 2023 Johnson Fitness & Wellness Store 2800 E Southlake Blvd Southlake TX 76092 Channel Letters Side B 631.621 " PU2’-3½”1’-10¾”14’-6” 13’-0½”0’-8½”Existing Channel Letter Detail .040 ALUMINUM RETURNS PRE-FINISHED BLACK .063 ALUMINUM BACK 2”X 7” WIREWAY PAINTED BEIGE TO MATCH THE BUILDING 1”JEWELITE TRIMCAP BLACK 120-12 VOLTS REMOTE POWER SUPPLY EXISTING WALL WHITE LED MODULES 3/8” FASTENERS MINIMUM 5” IMBEDDED IN WALL 3/16” PLEX FACES#2447 WHITE WITH 3M DAYNITE FILM PAINTED RED 2” Oct.25, 2023 ProposedB 24’-7”25’-3” N.T.S. Oct.27, 2023 17535 Huffmeister Rd. Cypress, TX 77429 281-807-5180 (Office) 281-807-5181 (Fax) This Design is the sole property of Casanova Signs Co. Any duplication in whole or in part without the express written consent of Casanova Signs Co. is strictly prohibited. - proofe Electrical Info. Electrical Signs Digital Printing Vehicle Wraps Vinyl Graphics Banners Mulit Tenants Pole Signs And MUCH more! S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 S I N C E 1 9 9 7 Revise DateScope of WorkWork Order: Date: Client: Address: Drawing: Scale: Artist: Volts :____ Am ps :____ KVA :____ Disclaimer* Customers will be provided up to 3 design revisions free of charge per job order, each thereafter will hold an additional Design Charge of $75 per revision. S I N C E 1 9 9 7 CASANOVASIGNS.com “Family Owned and Operated Since 1997” Manufacture internally illuminated channel letters to the sizes and specs depicted and install to upper fascia of store-front in the location as depicted in the above rendering. 00000 Apr. 6, 2023 Johnson Fitness & Wellness Store 2800 E Southlake Blvd Southlake TX 76092 Channel Letters Side B (Night view) 631.621 " PU Channel Letter Detail .040 ALUMINUM RETURNS PRE-FINISHED BLACK .063 ALUMINUM BACK 2”X 7” WIREWAY PAINTED BEIGE TO MATCH THE BUILDING 1”JEWELITE TRIMCAP BLACK 120-12 VOLTS REMOTE POWER SUPPLY EXISTING WALL WHITE LED MODULES 3/8” FASTENERS MINIMUM 5” IMBEDDED IN WALL 3/16” PLEX FACES#2447 WHITE WITH 3M DAYNITE FILM PAINTED RED 2” ProposedB 24’-7”Night View Oct.25, 2023 Existing 2’-3½”1’-10¾”14’-6” 13’-0½”0’-8½”N.T.S. Oct.27, 2023 CROOKEDLNLOOPBANK STSNOLENDRN NOLEN DRESOUTHLAKEBLVD S.H. 114 N NOLEN DRGATEWAYDRE SOUTHLAKE BLVDG A T E WAYDR S.H. 114 S VIL LAGE CENTER DR 505 289528752865 28502802 9 2 5 2 9 1 5 2753255251702002503003504134013513 1 1 5201 3752615 2425 2525 2707 2855 283828403012801 2821 2980 31003101 3 0 1 0 3 0 2 0 3 0 3 0 30043000 2970 2800 2820 2941 3001 296020125352435 2445 2545 2485 2727 2801 2821 2905 2810 2911 2921 2951293129152901 2701 2449275 2757 2777 2787 2750 2700 2704150 405 415 417 515 2860 2870 2890 2650 2640 2 5 50 2600 30127512601 1513 1 0 5 4002905 2625 2717 2645 29562920290029302940291029502924 31123 0 0 0 3 0 1 0 3110512516508500 416 410 3 0 0 2438 200210 240 220230 435 565350 370 360 380 305 315 325 880850 860 Vicinity Map ® 0 180 36090Feet 2800 E. Southlake Blvd SV23-0018Sign Variance Johnson Fitness & Wellness Store Sign Variance SV23-0018 SV23 -0018 APPLICANT: Priority Signs & Graphics on behalf of Johnson Fitness and Wellness REQUEST: Consideration of variances to the Sign Ordinance No.704, as amended, for two attached building signs for the Johnson Fitness & Wellness Store. LOCATION: 2800 E. Southlake Blvd Aerial View •Proposed location Street Setback Street Typology: •West Elevation Internal Drive •South Elevation- Regional Blvd N Existing Building Façade- West Elevation Existing Building Façade- South Elevation Existing Building Façade- North Elevation Existing Signs •January 2, 2001: City Council approved a variance to allow an additional sign for Fitness HQ •West Elevation: Height- 28.25’’ Width- 21’ Square footage: 58.75’ •South Elevation: Height- 27’’ Width- 20’ Square footage- 45’ Proposed Sign Rendering- West Elevation Proposed Sign Rendering- South Elevation Enlarged Sign View South Elevation West Elevation West Elevation- Night View South Elevation- Night View Variances Requested Proposed Sign Permitted by Sign Ordinance No. 704, as amended Proposed (SV23-0018) South Elevation (facing F.M. 1709) •Sign width not to exceed 75% of building facade. Permitted: 18.94’ •Letter height: 18’’ •Sign area: 32.80 S.F. •Sign width: 19.81’ •Letter height: 37’’ •Sign area: 73.74 S.F. West Elevation (facing internal street)•Sign width not to exceed 75% of sign façade. Permitted: 51.75’ •Letter height: 14’’ •Sign area: 48.3 S.F. •Sign width: 23.875’ •Letter height: 44.5’’ •Sign area:108 S.F. (Anamia’s Building)(Ulta Building) Gateway Plaza Phase I Conditional Sign Plan 56.25 s.f. 52.5 s.f.175 s.f. 2970 E. Southlake Blvd- Approved Sign Adjacent Signs 64 s.f. Adjacent Signs Adjacent Signs Sign Board Recommendation •October 19th, 2023: Approved (7-0), specifically denying the variances requested on the south elevation. For the west elevation, the sign board recommended the applicant to provide an alternative design permitted by the ordinance, and an alternative that is approximately ½ of an increase from the sign ordinance and what the applicant currently has proposed. Alternative Rendering Alternative Rendering Questions? Case No. SV23-0019 S T A F F R E P O R T October 31st, 2023 CASE NO: SV23-0019 PROJECT: Sign Variance for GMI EXECUTIVE SUMMARY: Priority Signs & Graphics, on behalf of Greater Metroplex Interiors, is requesting approval of variances to Sign Ordinance No. 704, as amended, for GMI’s headquarters site located at 350 S. Nolen Dr., Southlake TX, 76092. DETAILS: The applicant is requesting approval for one attached upper story building sign. All upper story signs require City Council approval, unless permitted under a Master Sign Plan. In addition, the proposed sign will require variances for left justified sign placement, letter height, and sign type. The requested variances are as follows: Proposed Sign Permitted by Sign Ordinance No. 704, as amended Proposed (SV23-0018) • Upper story signs prohibited. • Sign placement within the middle 75% of the single plane façade or centered on an articulated surface. • Letter height: 24’’ • Sign type: Sign backers prohibited • Sign area: 133 S.F. • Upper story sign. • Left justified sign placement. • Letter height: 44.3’’ • Sign type: Channel letters mounted to a sign backer • Sign area: 26 S.F. Case No. SV23-0019 ACTION NEEDED: Consider Approval of Requested Sign Variances ATTACHMENTS: (A) Background Information (B) Vicinity Map Presentation Demonstration and Plans STAFF CONTACT: Peyton Sherman (817)748-8269 Jenny Crosby (817)748-8195 Case No. SV23-0019 BACKGROUND INFORMATION APPLICANT: Priority Sign & Graphics on behalf of Greater Metroplex Interiors OWNER: Greater Metroplex Interiors PROPERTY SITUATION: 350 S Nolen Dr. LEGAL DESCRIPTION: Lot 1, Block A, GMI SOUTHLAKE ADDITION CURRENT ZONING: “S-P-2” Generalized Site Plan District HISTORY: On October 20th, 2020, A zoning change and site/concept plan for this property was approved. (ZA20-0040). On May 2nd, 2023; City Council approved (7-0) variances for a sculpture/sign on the consent agenda. (SV23-0007) On April 20, 2023, Sign Board recommended approval of variances for the sculpture/sign (5-0). The motion was as follows: Motion to approve case number 23-0007, recognizing that the sign is already in place, granting the variances requested. We also would permit the addition of GMI’s name to the monument sign but would impose a restriction on any additional signs on the headquarters building for GMI, although giving them the opportunity if they so choose to come before this body to request additional signage. Clarification on the motion and in addition to the motion: the comment about the monument sign pertains to the monument sign for the development, not the GMI headquarters. SIGN BOARD: October 19th, 2023: Approved (6-1) with Michael Springer dissenting, subject to the staff report dated October 13th, 2023. CITY COUNCIL: STAFF COMMENTS: City Council approval of the request does not eliminate the requirement for a sign application submittal prior to sign installation. Please contact Seantay Carpenter for sign application processing and pre-install inspection. Seantay can be reached at 817-748- 8215 or scarpenter@ci.southlake.tx.us. Case No. Attachment B SV23-0019 Page 1 SIGN VARIANCE APPLICATION 1400 Main Street, Suite 310, Southlake, TX 76092 Phone: (817) 748-8215 Fax: (817) 748-8077 Revised January 2023 2 Demonstration Please demonstrate that the following conditions are applicable to the requested sign variance: 1.That a literal enforcement of the sign regulation will create an unnecessary hardship or practical difficulty on the applicant. 2.That the situation causing the unnecessary hardship or practical difficulty is unique to the affected property and is not self imposed. 3.That the variance will not injure and will be wholly compatible with the use and permitted development of adjacent properties. 4.That the variance will be in harmony with the spirit and purpose of the sign ordinance. 190.6ft 3.1ft 190.6ft 3.1ft REVERSE-MOUNTED CHANNEL LETTERS LISTED 1. .080 ALUMINUM FACE 2. WHITE LED STRIP LIGHTING 3. CLEAR LEXAN BACK 4. .063" ALUMINUM SIDEWALLS 5. DISCONNECT SWITCH 6. SEAL TIGHT PASS-THROUGH WIRING KIT 7. LED POWER SUPPLY 8. 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Nolen Dr SV23-0019Sign Variance GMI Headquarters Sign Variance SV23-0019 SV23 -0019 APPLICANT: Priority Signs & Graphics on behalf on Greater Metroplex Interiors, Inc. REQUEST: Consideration of variances to Sign Ordinance No. 704, as amended, for an upper story sign. LOCATION: 350 S. Nolen Drive Aerial View/Site Plan Aerial View Proposed Sign Proposed Sign Proposed Sign Permitted by Sign Ordinance No. 704, as amended Proposed (SV23-0018) •Upper story signs prohibited. •Sign placement within the middle 75% of the single plane façade or centered on an articulated surface. •Letter height: 24’’ •Sign backers prohibited. •Sign area: 133.42 S.F. •Upper story sign. •Left justified sign placement. •Letter height: 44.3’’; 48” with backer •Channel letters mounted to a sign backer. •Sign area – 26 S.F. Requested Variances Site Photo Site Photos View of Site from Crooked Lane Sidewalk October 19, 2023; Approved (6-1) as presented. Sign Board Motion Acadia – Approved 3/14/2023 Permitted by Sign Ordinance No. 704, as amended Proposed •Sign Placement: Upper story signs are prohibited •Sign Type: Channel cut letters mounted to a sign backer are prohibited •Maximum Letter Height: 18.4 in. •Maximum Logo Height: 23 in. •Sign Area: 58.8 s.f. •Sign Placement: Sign partially located on second story •Sign Type: Halo-lit channel letters with a sign backer •Maximum Letter Height: 16.54 in. •Logo Height: 22.5 in. •Sign Area: 11.47 sq. ft. Questions?