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9/26/2023 - Regular
Roanoke County Board of Supervisors September 26, 2023 INVOCATION: PLEDGE OF ALLEGIANCE TO THE UNITED STATES FLAG Disclaimer: "Any invocation that may be offered before the official start of the Board meeting shall be the voluntary offering of a private citizen, to and for the benefit of the Board. The views or beliefs expressed by the invocation speaker have not been previously reviewed or approved by the Board and do not necessarily represent the religious beliefs or views of the Board in part or as a whole. No member of the community is required to attend or participate in the invocation and such decision will have no impact on their right to actively participate in the business of the Board." Page 1 of 6 Roanoke County Board of Supervisors Agenda September 26, 2023 Good afternoon and welcome to our meeting for September 26, 2023. Regular meetings are held on the second and fourth Tuesday at 3:00 p.m. Public hearings are held at 7:00 p.m. on the fourth Tuesday of each month. Deviations from this schedule will be announced. The meetings are broadcast live on RVTV, Channel 3, and will be rebroadcast on Thursday at 7:00 p.m. and on Sunday from 10:00 a.m. until 5 p.m. Board of Supervisors meetings can also be viewed online through Roanoke County's website at www.RoanokeCountyVA.gov. Our meetings are closed -captioned, so it is important for everyone to speak directly into the microphones at the podium. Individuals who require assistance or special arrangements to participate in or attend Board of Supervisors meetings should contact the Clerk to the Board at (540) 772-2005 at least 48 hours in advance. Please turn all cell phones off or place on silent. A. OPENING CEREMONIES 1. Roll Call B. REQUESTS TO POSTPONE, ADD TO OR CHANGE THE ORDER OF AGENDA ITEMS C. PROCLAMATIONS, RESOLUTIONS, RECOGNITIONS AND AWARDS 1. Presentation of Virginia Association of Counties Achievement Award (Richard L. Caywood, County Administrator; James Hutzler, Government Relations Associate, Virginia Association of Counties) D. NEW BUSINESS 1. Resolution supporting an application for up to $1,400,000 of matched transportation funding through the Virginia Department of Transportation (VDOT) Fiscal Year 2027 and 2028 Revenue Sharing Program, Catawba Magisterial District (Megan G. Cronise, Assistant Director of Planning) Page 2 of 6 2. Resolution requesting the Roanoke Valley Transportation Planning Organization fund three projects for the Fiscal Year 2025-2030 Surface Transportation Block Grant and Carbon Reduction Programs (Megan G. Cronise, Assistant Director of Planning) E. FIRST READING OF ORDINANCES 1. Ordinance approving and authorizing the execution of cable television franchise agreement by and between the County of Roanoke and Shenandoah Cable Television LLC (Peter S. Lubeck, County Attorney) F. PUBLIC HEARING AND ADOPTION OF RESOLUTION 1. Resolution requesting the Commonwealth Transportation Board fund a Transportation Alternatives Program project in fiscal years 2025 and 2026 for the Glade Creek Greenway in Vinyard Park East in the Vinton Magisterial District (Megan G. Cronise, Assistant Director of Planning) G. PUBLIC HEARING 1. Public hearing to receive citizen comments regarding proposed amendments to the fiscal year 2023-2024 budget in accordance with Code of Virginia Section 15.2-2507 (Steve Elliott, Budget Administrator) H. APPOINTMENTS 1. Roanoke County Board of Zoning Appeals (BZA) (appointed by District) 2. Roanoke County Economic Development Authority (EDA) (appointed by District) 3. Roanoke County Library Board (appointed by District) 4. Roanoke County Parks, Recreation and Tourism Advisory Commission (appointed by District) I. CONSENT AGENDA ALL MATTERS LISTED UNDER THE CONSENT AGENDA ARE CONSIDERED BY THE BOARD TO BE ROUTINE AND WILL BE ENACTED BY ONE RESOLUTION IN THE FORM OR FORMS LISTED BELOW. IF DISCUSSION IS DESIRED, THAT ITEM WILL BE REMOVED FROM THE CONSENT AGENDA AND WILL BE CONSIDERED SEPARATELY 1. Approval of minutes — July 11, 2023; July 25, 2023 2. The petition of Terry Dooley, Jr. to obtain a special use permit to operate a short- term rental on approximately 0.2363 acre of land zoned R-1, Low Density Residential District, located at 4501 Girard Drive, Cave Spring Magisterial District (First Reading and request for Public Hearing and Second Reading) Page 3 of 6 3. The petition of Glenmary Drive Roanoke LLC to amend a portion (approximately 19.06 acres) of the Roanoke County Center for Research and Technology Master Plan to allow warehousing and distribution as a permitted use, located within the 5200 and 5300 blocks of Glenmary Drive, Catawba Magisterial District (First Reading and request for Public Hearing and Second Reading) 4. Resolution authorizing execution and recordation of a Deed Restriction designating a permanent stormwater management reserve area for stormwater management and maintenance on property owned by the Board of Supervisors at 0 West Riverside Drive, Salem, Virginia, and identified as Roanoke County Tax Map Number 056.01-01-17.00-0000, in the Catawba Magisterial District 5. Ordinance accepting and appropriating funds in the amount of $3,777,457 from the Virginia Department of Housing and Community Development in response to the 2022 award of funds from the Virginia Telecommunications initiative grant, and appropriating such funds to the County's grant fund for subsequent distribution to the Roanoke County Economic Development Authority to provide economic development incentives to internet service providers (Second Reading) 6. Ordinance of the Board of Supervisors of the County of Roanoke, Virginia approving the refinancing of a lease transaction that originally financed various capital projects for the County and authorizing the continued leasing of certain County -owned property, the execution and delivery of a prime lease and a local lease acquisition agreement and financing lease, and other related actions (Second Reading) 7. Ordinance authorizing the execution of an amendment to the Memorandum of Understanding with Blue Ridge Behavioral Healthcare and other local government entities governing the Marcus Alert Program for the Roanoke Valley (Second Reading) 8. Request to accept and allocate the grant funds in the amount of $147,276 from the Division of Motor Vehicles for the purpose of Selective Enforcement 9. Request to approve the Board of Supervisors budget development calendar for fiscal year 2024-2025 10. Resolution granting a waiver to Hollins University under Section 13-23 of the Roanoke County Code to the provisions of the County's Noise Ordinance, Article II. Noise of Chapter 13. Offenses — Miscellaneous J. CITIZENS' COMMENTS AND COMMUNICATIONS K. REPORTS 1. Unappropriated, Board Contingency and Capital Reserves Report Page 4 of 6 2. Outstanding Debt Report 3. Comparative Statement of Budgeted and Actual Revenues as of August 31, 2023 4. Comparative Statement of Budgeted and Actual Expenditures and Encumbrances as of August 31, 2023 5. Accounts Paid — August 31, 2023 6. Statement of Treasurer's Accountability per Investment and Portfolio Policy as of August 31, 2023 L. WORK SESSIONS 1. Work session to review with the Board of Supervisors the preliminary and unaudited financial results for the fiscal year ending June 30, 2023 for the County of Roanoke, Virginia (Steve Elliott, Budget Administrator; Laurie Gearheart, Director of Finance and Management Services) M. CLOSED MEETING, pursuant to the Code of Virginia as follows: 1. Section 2.2-3711(A)(5) - Discussion concerning the expansion of existing businesses where no previous announcement has been made of the businesses' interests in locating or expanding their facilities in Roanoke County. Specifically, such locations or expansions are proposed to occur in the Catawba and Hollins Magisterial Districts. EVENING SESSION — 7:00 P.M. N. CERTIFICATION RESOLUTION O. PUBLIC HEARING AND SECOND READING OF ORDINANCES 1. The petition of LaTinya Lambert to obtain a special use permit to operate a short- term rental on approximately 0.2857 acre of land zoned R-1, Low Density Residential District, located at 5064 Sunnyside Drive, Cave Spring Magisterial District (Philip Thompson, Director of Planning) 2. The petition of the Roanoke County School Board to rezone approximately 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C-1, Low Intensity Commercial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1C, Low Intensity Commercial District with conditions, located at the end of Burlington Drive, 6305 Peters Creek Road, and 1120 East Drive, Hollins Magisterial District. (Philip Thompson, Director of Planning) Page 5 of 6 P. CITIZEN COMMENTS AND COMMUNICATIONS Q. REPORTS AND INQUIRIES OF BOARD MEMBERS 1. Phil C. North 2. Paul M. Mahoney 3. David F. Radford 4. P. Jason Peters 5. Martha B. Hooker R. ADJOURNMENT Page 6 of 6 ACTION NO. ITEM NO. C.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Presentation of Virginia Association of Counties Achievement Award SUBMITTED BY: Deborah C. Jacks Chief Deputy Clerk to the Board of Supervisors APPROVED BY: Richard L. Caywood County Administrator ISSUE: James Hutzler, Government Relations Associate, Virginia Association of Counties will present the award. BACKGROUND: Roanoke County's Sheriff's Office has been recognized with an Achievement Award from the Virginia Association of Counties (VACo). The award celebrates the partnership between the Sheriff's Office and Roanoke College to provide the Inside -Out Prison Exchange, an international program designed to teach inmates and college students issues pertaining to justice. Sheriff Eric Orange and staff and representatives from Roanoke College are expected to attend to receive the award. Page 1 of 1 Public Information Office 5204 Bernard Drive Roanoke, Virginia 24018 (540) 772-2010 'ROANOKE COUNTY VA News Release For Immediate Release Amy Whittaker, Public Information Officer: (540) 772-2010, ahittaker@roanokecountyva.gov Roanoke County Earns Virginia Association of Counties Award August 11, 2023 — Roanoke County's Sheriff's Office has been recognized with an Achievement Award from the Virginia Association of Counties (VACo). The award celebrates the partnership between the Sheriff's Office and Roanoke College to provide the Inside -Out Prison Exchange, an international program designed to teach inmates and college students issues pertaining to justice. The Inside -Out program provides inmates an opportunity to further their education and receive free -of -charge college credits if they complete the course. This program provides an avenue for advanced educational opportunities, hopefully increasing post release employment opportunities and reducing rates of recidivism. The mission of the program is to create an environment of critical thinking and respectful dialogue regarding a variety of topics, with the goal of seeing that we are all more than the sum of a few bad choices. It is important for college students from the "outside" to come inside the facility and see what life is like, which gives them the opportunity to share with their communities what they have learned. "The Inside -Out program has proven to be a great partnership, between Roanoke College and the Roanoke County Sheriffs Office," said Eric Orange, Roanoke County Sheriff. "This program allows outsiders a view into the criminal justice/corrections system, that they may not otherwise experience prior to entering the workforce, while providing insiders with the opportunity to further their education and give promise to the opportunities that exist post release." The most recent class met once a week during the fall 2022 semester in the Roanoke County Jail where Dr. Melanie Trexler, Associate Professor of Religion and Philosophy at Roanoke College, and students were brought into a secure location for class to be held face-to-face with inmates. The class met in a room monitored by a Roanoke County deputy. For 13 weeks, the students facilitated an inclusive environment and safe space for everyone to learn from each other. "We live together in society and have the responsibility to all learn together," said Trexler. Since the program's inception four years ago, the Sheriff's Office has completed three semesters with 23 inmates successfully completing the course. -MORE- PAGE 2- Roanoke County Earns Virginia Association of Counties Award "Inside -Out has been an eye-opening experience for many involved and helped to open the door for other possible programs and partnerships," said Orange. "I am grateful to Roanoke College for their willingness to partner with us on this endeavor and for all of the participants, that have helped to make this program a success." 2023 marks the 21' year of the VACo Achievement Awards. "We are pleased the County is recognized for its innovative work and collaboration within the community," said Richard Caywood, Roanoke County Administrator. "Thanks to the partnership between the Sheriff's Office and Roanoke College, the Inside -Out program will surely leave a lasting impact on many college students and inmates." For the link to the Inside -Out submission, click here. ### ACTION NO. ITEM NO. D.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Resolution supporting an application for up to $1,400,000 of matched transportation funding through the Virginia Department of Transportation (VDOT) Fiscal Year 2027 and 2028 Revenue Sharing Program, Catawba Magisterial District SUBMITTED BY: Megan G. Cronise Assistant Director of Planning APPROVED BY: Richard L. Caywood County Administrator ISSUE: Resolution supporting an application for up to $1,400,000 of matched transportation funding through the VDOT Revenue Sharing Program. BACKGROUND: The VDOT Revenue Sharing Program provides Roanoke County the opportunity to receive fifty percent (50%) State matching funds for construction and improvements to primary and secondary roads in the State's highway system. The Revenue Sharing program funding is distributed on a biennial basis. Due to significant state budget constraints related to COVID-19, the Revenue Sharing program funding allocation was restructured in 2020 to push new allocations into out years. As a result, Revenue Sharing projects submitted this year are anticipated to receive funding in fiscal years 2027 and 2028. DISCUSSION: Dry Hollow Road is located off of West River Road and is the only access to Camp Roanoke and to approximately 60 households. Spring Hollow Reservoir can also be accessed from Dry Hollow Road. Approximately 0.1 mile from the intersection with West Page 1 of 3 River Road, Dry Hollow Road narrows to one lane to cross under two Norfolk Southern railroad tracks. Dry Hollow Creek also shares space with the roadway under the historic railroad bridge. The original project goals were to widen the roadway to two lanes and to improve sight distance under the railroad trestle. VDOT is administering all phases of the Dry Hollow Road Safety Improvements project. The project timeline is as follows: 1998 - Project was added to the VDOT Six Year Plan for 1998-2004. 2009 - Project was removed from the VDOT Six Year Plan due to funding cuts and restructuring during the Recession. 2013 - County staff investigated safety alternatives with VDOT. 2014 - Roanoke County applied for and received Revenue Sharing funding for fiscal years 2016 and 2017 to restart the project. 2017 - The project was added to the Secondary Six -Year Plan to fund the estimated deficit. 2019 - Sufficient project funding accrued for VDOT to begin Preliminary Engineering. 2021 - A Revenue Sharing application was submitted and a community meeting was held to communicate the proposed VDOT plan to reinforce the roadway against the creek and to widen the roadway to two lanes. 2022 - Additional Revenue Sharing funding was awarded for fiscal years 2023 and 2024. 2023 - VDOT proposed a new plan to minimize impacts to the historic Norfolk Southern railroad bridge by slightly widening the roadway and signalizing both directions of traffic. The new plan requires additional funding. VDOT anticipates that a community meeting could take place in early 2024 when more details are known about the project schedule and anticipated construction impacts. FISCAL IMPACT: The resolution authorizes the application for up to $1,400,000 in matching Revenue Sharing funds for Dry Hollow Road Safety Improvements. If this application for funding is approved by the Commonwealth Transportation Board, Roanoke County appropriation of funding will be considered in the fiscal year 2026, 2027, 2028 and 2029 Page 2 of 3 Capital Improvement Program cycles. STAFF RECOMMENDATION: Adopt the resolution supporting an application for up to $1,400,000 of matched transportation funding through the VDOT fiscal year 2027 and fiscal year 2028 Revenue Sharing Program. Page 3 of 3 Dry Hollow Road Autoturn - Signalized Underpass Plan and Typical AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER, ON TUESDAY, SEPTEMBER 26, 2023 RESOLUTION SUPPORTING AN APPLICATION FOR UP TO $1,400,000 OF MATCHED TRANSPORTATION FUNDING THROUGH THE VIRGINIA DEPARTMENT OF TRANSPORTATION FISCAL YEAR 2027 AND FISCAL YEAR 2028 REVENUE SHARING PROGRAM, CATAWBA MAGISTERIAL DISTRICT WHEREAS, the Board of Supervisors has previously committed Revenue Sharing and Secondary Six -Year Improvement Program funding to the Dry Hollow Road Safety Improvements Project; and WHEREAS, the Virginia Department of Transportation (VDOT) is administering the project to reinforce the roadway against Dry Hollow Creek, to signalize and to widen the roadway under the historic Norfolk Southern railroad bridge; and WHEREAS, a deficit has been identified by VDOT that requires additional project funding; and WHEREAS, the Board of Supervisors desires to submit an application for an allocation of additional funds of up to $1,400,000 through the VDOT Fiscal Year 2027 and Fiscal Year 2028 Revenue Sharing Program. NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of Roanoke County, Virginia, as follows: 1. That the Board of Supervisors hereby supports this application for allocation of up to $1,400,000 through the Virginia Department of Page 1 of 2 Transportation Fiscal Year 2027 and Fiscal Year 2028 Revenue Sharing Program. 2. If such funds are approved by the Commonwealth, the Board of Supervisors will consider the required matching funding appropriation during the Fiscal Year 2026, Fiscal Year 2027, Fiscal Year 2028 and Fiscal Year 2029 budget processes. 3. The Board of Supervisors hereby grants authority for the County Administrator, Deputy County Administrator or Assistant County Administrator to execute project agreements for the approved Revenue Sharing project. Page 2 of 2 ACTION NO. ITEM NO. D.2 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Resolution requesting the Roanoke Valley Transportation Planning Organization fund three projects for the Fiscal Year 2025-2030 Surface Transportation Block Grant and Carbon Reduction Programs SUBMITTED BY: Megan G. Cronise Assistant Director of Planning APPROVED BY: Richard L. Caywood County Administrator ISSUE: A resolution is required as part of the application for Surface Transportation Block Grant Program (STBG) and Carbon Reduction Program (CRP) funding. BACKGROUND: STBG applications are accepted on odd -numbered years. Earlier this year, CRP funding became available to the Roanoke Valley Transportation Planning Organization (RVTPO) which is following the same STBG application process. Applications for both programs are due on September 29, 2023. The RVTPO reviews STBG and CRP project applications and recommends funding allocations to the Commonwealth Transportation Board. DISCUSSION: The proposed applications will request leverage funding for SMART SCALE Round 6 applications due in August 2024: 1. Route 419/Electric Road Safety and Streetscape Improvements from Grandin Road Extension to Keagy Road - The project includes changing the Grandin Road Extension intersection to a Restricted Crossing U-Turn configuration, extending sidewalk along the west side of Route 419 from Oak Page 1 of 2 Grove Plaza to Keagy Village, extending sidewalk on the east/Roanoke City side of Route 419 from Starbucks to the new pedestrian crosswalks and signals at the Keagy Road intersection and modifying drainage along the roadway. These proposed improvements were identified through a VDOT Project Pipeline Study completed in 2022. 2. Route 11/460/West Main Street at Dow Hollow Road Intersection Safety Improvements - The goal of the project is to improve safety at the intersection and reduce Interstate 81 detour impacts to the road network. A VDOT Project Pipeline Study is currently underway for this intersection. 3. Peters Creek Road at Williamson Road Intersection Improvements - Intersection improvements are needed to reduce congestion, improve safety and mitigate Interstate 81 detour impacts. This intersection is part of a larger VDOT Project Pipeline Study currently underway between Peters Creek Road at Wood Haven Road, and Williamson Road at Plantation Road. FISCAL IMPACT: None. STBG and CRP funds are state and federal. No local match funds are required. STAFF RECOMMENDATION: Staff recommends that the Board of Supervisors adopt a resolution requesting the Roanoke Valley Transportation Planning Organization provide STBG and/or CRP funding for three projects for fiscal year 2025-2030. Page 2 of 2 Route 419/Electric Road Safety Improvements, Grandin Road Extension to Keagy Road Route 11 /460/West Main Street at Dow Hollow Road Intersection Safety Improvements Crash data collected prior to August 17 motorcycle fatality Crash Severity - FATAL INJURY PROPERTY DAMAGE ONLY Collision Type Angle 0 Rear End Fated Object * Sideswrpe z7 Head On 0 Bicycle Pedestn®n 0 Other Peters Creek Road and Williamson Road Intersection Improvements Crash Severity =1 FATAL INJURY PROPERTY DAMAGE ONLY Collision Type Angie Fixed Object 0 Head On Pedestrian Rear End Sideswipe Bicycle Other I AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER, ON TUESDAY, SEPTEMBER 26, 2023 RESOLUTION REQUESTING THE ROANOKE VALLEY TRANSPORTATION PLANNING ORGANIZATION FUND THREE PROJECTS FOR THE FISCAL YEAR 2025-2030 SURFACE TRANSPORTATION BLOCK GRANT AND CARBON REDUCTION PROGRAMS WHEREAS, the Roanoke Valley Transportation Planning Organization reviews applications for funding through the Surface Transportation Block Grant Program (formerly Regional Surface Transportation Program) and makes recommendations for project funding to the Commonwealth Transportation Board; and, WHEREAS, the Roanoke Valley Transportation Planning Organization also reviews applications for funding through the new Carbon Reduction Program, which provides funds for projects designed to reduce transportation emissions, and also makes recommendations for project funding to the Commonwealth Transportation Board; and, WHEREAS, the Roanoke County Board of Supervisors supports the list of projects for Surface Transportation Block Grant and/or Carbon Reduction Program funding. NOW, THEREFORE, BE IT RESOLVED that the Board of Supervisors of Roanoke County, Virginia requests the Roanoke Valley Transportation Planning Organization provide leverage funding for the following projects through the Fiscal Year 2025-2030 Surface Transportation Block Grant Program and/or Carbon Reduction Program: Page 1 of 2 1. Route 419/Electric Road Safety and Streetscape Improvements from Grandin Road Extension to Keagy Road, 2. Route 11/460/West Main Street at Dow Hollow Road Intersection Safety Improvements, and 3. Peters Creek Road at Williamson Road Intersection Improvements. Page 2 of 2 ACTION NO. ITEM NO. E.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Ordinance approving and authorizing the execution of cable television franchise agreement by and between the County of Roanoke and Shenandoah Cable Television LLC SUBMITTED BY: Peter S. Lubeck County Attorney APPROVED BY: Richard L. Caywood County Administrator ISSUE: Authorization of the execution of a cable television franchise agreement with Shenandoah Cable Television, LLC ("Shentel"). BACKGROUND: Federal law prohibits a business from operating a cable television system within any jurisdiction without a franchise agreement (as defined by law). The Board of Supervisors passed ordinance 102803-12 on October 28, 2003, providing for one or more non-exclusive franchises to construct, operate, and maintain one or more cable television systems within the County of Roanoke. Shentel has requested a non-exclusive cable television franchise in the County. DISCUSSION: A cable television franchise agreement, attached to this report, has been negotiated with Shentel, subject to approval by the Board of Supervisors. Shentel will remit taxes on its revenue to the Commonwealth consistent with the requirements of the Communications Sales and Use Tax, and such revenue is Page 1 of 2 distributed to the County from the Commonwealth Department of Taxation. FISCAL IMPACT: There is no fiscal impact associated with the approval of this agreement. STAFF RECOMMENDATION: Staff recommends the approval of the first reading of this ordinance and scheduling a public hearing and second reading on October 10, 2023. Page 2 of 2 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 ORDINANCE APPROVING AND AUTHORIZING THE EXECUTION OF A CABLE TELEVISION FRANCHISE AGREEMENT BY AND BETWEEN THE COUNTY OF ROANOKE AND SHENANDOAH CABLE TELEVISION, LLC, WHEREAS, Shenandoah Cable Television, LLC, ("Shentel") has requested a non-exclusive cable television franchise in the County of Roanoke; WHEREAS, such negotiations have been completed and a Cable Television Franchise Agreement acceptable to the County of Roanoke, subject to approval by the Roanoke County Board of Supervisors; and WHEREAS, Shentel is prohibited by federal law from operating a cable television system within any jurisdiction without a franchise agreement as defined by federal law; and WHEREAS, Shentel will remit taxes on its revenue to the Commonwealth consistent with the requirements of the Communications Sales and Use Tax, and such revenue is distributed to the County from the Commonwealth Department of Taxation; and WHEREAS, the first reading of this ordinance was held on September 26, 2023, and the second reading and public hearing of this ordinance and the revised Cable Television Franchise Ordinance was held on October 10, 2023, at which public hearing citizens and parties in interest were afforded an opportunity to be heard on such matters; and Page 1 of 2 WHEREAS, the Board of Supervisors previously passed Ordinance 102803-12, on October 28, 2003, Providing for One or More Non -Exclusive Franchises to Construct, Operate and Maintain One or More Cable Television Systems within the County of Roanoke, and such Ordinance shall remain in effect with this cable franchise agreement between Shentel and the County. THEREFORE, BE IT ORDAINED by the Board of Supervisors of Roanoke County as follows: 1. The Board of Supervisors hereby approves the terms of the Cable Television Franchise Agreement by and between the County of Roanoke, Virginia and Shenandoah Cable Television, LLC, as of November 1, 2023, attached hereto. 2. The County Administrator is authorized to execute, on behalf of the County, a Cable Television Franchise Agreement by and between the County and Shenandoah Cable Television, LLC, in a form substantially similar to the one attached hereto, and in a form approved by the County Attorney. Such Agreement will provide for a term of ten years, from November 1, 2023 through October 31, 2033, courtesy basic cable service for government and school buildings, and such other terms and conditions as are deemed to be in the best interests of the County of Roanoke. 3. The County Administrator is further authorized to take such further actions and execute such additional documents as may be necessary to implement and administer such Cable Television Franchise Agreement. 4. This ordinance shall be in full force and effect from its passage. Page 2 of 2 CABLE TELEVISION FRANCHISE AGREEMENT by and between THE COUNTY OF ROANOKE, VIRGINIA, and SHENANDOAH CABLE TELEVISION, LLC as of , 2023 TABLE OF CONTENTS Section 1. DEFINITIONS 6 Section 2. GRANT OF AUTHORITY; LIMITS AND RESERVATIONS. 6 2.1. Grant. 6 2.2. Construction of Agreement. 6 2.3. Police Powers. 6 Section 3. FRANCHISE EFFECTIVE DATE AND TERM 7 Section 4. INTERCONNECT. 7 4.1. Interconnection Method. 7 4.2. EG Interconnection 7 4.3. Interconnection Terms 8 Section 5. CABLE SYSTEM CAPABILITY AND CONSTRUCTION. 8 5.1. Cable System Characteristics. 8 5.2. Technical Performance. 11 5.3. Cable System Construction and Maintenance 11 5.4. Emergency Alert System 13 5.5. Cable System Capability and Construction Terms 13 5.6. State of the Art. 13 5.7. Annual Technology Summit Meeting. 14 Section 6. PEG ACCESS. 14 6.1. EG Channel. 14 6.2. EG Origination. 15 6.3. Program Content; Control. 16 6.4. Alternate Use. 16 Section 7. CABLE SERVICE TO COUNTY FACILITIES. 16 7.1. Courtesy Service to Public Facilities 16 7.2. Additional Facility Equipment and Wiring. 17 7.3. Terms of Courtesy Cable Service 18 Section 8. EG ACCESS CAPITAL GRANT: COSTS 18 8.1. EG Capital Fee. 18 8.2. EG Channel Use. 19 8.3. Costs Incidental To The Award Of The Franchise 19 Section 9. CUSTOMER SERVICE. 19 9.1. Customer Service Requirements. 19 9.2. Customer Service Standards 20 9.3. Customer Privacy. 20 9.4. Customer Complaints. 20 9.5. Customer Service Terms. 22 Section 10. REPORTS AND RECORDS. 22 10.1. Open Books and Records. 22 10.2. Information Disclosure. 22 10.3. Reports and Records Terms. 23 Section 11. COMMUNICATIONS SALES AND USE TAX 23 11.1. Application of Tax 23 11.2. Communications Sales and Use Tax Terms 23 Section 12. TRANSFER OF FRANCHISE 23 12.1. Approval Required. 23 12.2. No Consent Required. 23 12.3. Preservation of County's Rights 24 12.4. Approval Does Not Constitute Waiver of Rights 24 ii 12.5. Transfer Terms. 24 Section 13. RENEWAL OF FRANCHISE 24 13.1. Federal Law. 25 13.2. Needs Assessment. 25 13.3. Informal Renewal. 25 13.4. Consistent with Law. 25 13.5. Renewal of Franchise Terms. 25 Section 14. ENFORCEMENT OR TERMINATION OF FRANCHISE 25 14.1. Notice of Violation. 25 14.2. Grantee's Right to Cure or Respond 25 14.3. Quarterly Standards. 26 14.4. Enforcement. 27 14.5. Liquidated Damages. 27 14.6. Waiver. 29 14.7. Single Violation 29 14.8. Assessment of Liquidated Damages 29 14.9. Letter of Credit. 30 14.10. Revocation 32 14.11. Enforcement or Termination of Franchise Terms. 32 Section 15. INSURANCE AND INDEMINIFICATION 32 15.1. Insurance Coverage. 33 15.2. Insurance Terms. 33 15.3. Indemnification Provisions 34 15.4. Insurance and Indemnification Terms. 35 iii Section 16. FORCE MAJEURE 35 16.1. Force Majeure Definition. 35 16.2. Force Majeure Conditions. 36 Section 17. NON-DISCRIMINATION. 36 Section 18. MISCELLANEOUS PROVISIONS 36 18.1. Counterpart Copies 36 18.2. Nonwaiver. 37 18.3. Rights of Third Parties. 37 18.4. Forum Selection and Choice Of Law. 37 18.5. Captions and Headings. 37 18.6. Faith Based Organization. 37 18.7. Notice. 38 18.8. Entire Agreement and Amendments. 38 18.9. Exhibits 38 iv CABLE TELEVISION FRANCHISE AGREEMENT THIS AGREEMENT made and entered into as of this day of , 2023, by and between the County of Roanoke, a Virginia political subdivision ("County" or "Grantor"), and Shenandoah Cable Television, LLC ("Shentel" or "Grantee"): WHEREAS the Grantee desires to hold a cable television franchise granted by the County and WHEREAS the Grantee has requested that the County grant a cable television franchise to the Grantee; and WHEREAS, on October 28, 2003, the Board of Supervisors adopted Ordinance No. 0-102803-12 effective October 31, 2003 (the "Ordinance"), an ordinance repealing and superseding the County's Cable Television Ordinance No. 42391-15, adopted April 23, 1991; and WHEREAS the County and the Grantee have negotiated the terms of a non-exclusive franchise pursuant to 47 U.S.C. §541; and WHEREAS the Board of Supervisors of Roanoke County, after holding a public hearing on the terms of the grant of a non-exclusive cable tv franchise for Shentel, for which the public was afforded notice and at which the public was afforded opportunity to comment, adopted Ordinance No effective , 2023, to grant the Grantee's television franchise at a duly authorized and regular meeting, pursuant to the provisions of the Cable Act, County Charter, County ordinances, and the Virginia Code. NOW THEREFORE in consideration of such grant of this cable franchise to the Grantee, the parties agree as follows: Section 1. DEFINITIONS. Unless otherwise defined in this Agreement, terms in this Agreement shall have the meaning given to them in the list of Definitions attached as Exhibit A. Terms not defined in this Agreement or Ordinance No. 100918- adopted on , by the Board of Supervisors effective October 9, 2018 (the "Ordinance") shall have their common and ordinary meaning. Section 2. GRANT OF AUTHORITY; LIMITS AND RESERVATIONS. 2.1. Grant. The County hereby grants to the Grantee a franchise to operate a cable system to provide cable service within the territorial limits of the County in accordance with the terms and conditions set forth below and in the Ordinance The Grantee's Franchise Area shall be the territorial limits of the County. This Franchise is granted pursuant to the Ordinance, which, with any amendments thereto and including applicable definitions, is incorporated by reference herein. 2.2. Construction of Agreement. 2.2.1. The provisions of this Franchise shall be construed to effectuate their objectives. 2.2.2. In the event of a conflict between the Ordinance and this Agreement, this Agreement shall prevail. In the event a conflict does not exist between the Ordinance and this Agreement or the Agreement does not address an issue, then the terms and conditions of the Ordinance shall be applicable to the Grantee. In the case of a conflict between the Ordinance and Virginia Code Sections 15.2-2108.19, et seq., the Virginia Code shall prevail. 2.2.3. Nothing herein shall be construed to limit the scope or applicability of Section 625 Communications Act, 47 U.S.C. § 545. 2.3. Police Powers. Except as otherwise provided in this Section 2.2, the Grantee's rights under this Franchise shall be subject to the lawful police powers of the County to adopt and enforce ordinances of general applicability necessary to protect and preserve the health, safety and welfare of the public. The Grantee shall comply with all applicable general laws and ordinances lawfully enacted by the County pursuant to such police powers. The County agrees that ordinances which it adopts that impact this Agreement must be enacted upon reasonable conditions and of a character appropriate to the public purpose justifying enactment. Nothing herein prohibits the Grantee from challenging any future ordinances enacted by the County as may be permitted under applicable law. Section 3. FRANCHISE EFFECTIVE DATE AND TERM. The effective date of the Franchise Agreement shall be , 2023. The term of the Franchise shall be 10 years, commencing on , 2023, and expiring at midnight on , 2033, unless sooner terminated in accordance with Section 14.10 herein, or by other applicable law. Section 4. INTERCONNECT. 4.1. Interconnection Method. The Grantee shall design the Grantee's Cable System so that it is capable of interconnecting with other similar communications networks at suitable locations as determined by the Grantee. Interconnection capabilities shall be provided for the exchange of all EG signals designated in Section 6.1. Interconnection of systems may be made by direct fiber connection or other appropriate methods. Such interconnection shall preserve the quality of the EG signals so that there is no significant degradation between the signals as received by the Grantee and the signals as transmitted to the interconnecting system. 4.2. EG Interconnection. At the request of the County, the Grantee shall, to the extent permitted by applicable law and its contractual obligations to third parties, use every reasonable effort to negotiate an interconnection agreement with any other Cable System in the County for the EG channels. Nothing in this Agreement shall determine the extent to which the Grantee or the interconnecting system shall bear the costs of interconnection. 4.3. Interconnection Terms. The provisions in this Section 4 shall satisfy the requirements in Section 8(b) of the Ordinance Section 5. CABLE SYSTEM CAPABILITY AND CONSTRUCTION. 5.1. Cable System Characteristics. The Grantee's Cable System shall meet or exceed the following requirements: 5.1.1. The Cable System shall be designed in accordance with the International Telecommunication Union - Telecommunication Standardization Sector G.984 Standard for gigabit passive optical networks. 5.1.2. The Cable System shall be designed to be an active two-way plant for subscriber interaction, if any, required for selection or use of Cable Service. 5.1.3. Modern design utilizing an architecture that will permit additional improvements necessary for high quality and reliable service throughout the term of the Agreement. 5.1.4. Protection against outages due to power failures, so that back-up power is available at a minimum for at least 24 hours at the headend, and conforming to industry standards, but in no event rated for less than four hours, at each node. Such standby power supplies shall cut in automatically on failure of commercial utility AC power, and revert automatically to commercial power when it is restored. 5.1.5. Facilities and equipment sufficient to cure violations of any applicable FCC technical standards and to ensure that the Cable System remains in compliance with the standards specified in Section 5.1.18. 5.1.6. Facilities and equipment as necessary to maintain, operate, and evaluate the Cable System to comply with any applicable FCC technical standards, as such standards may be amended from time to time. 5.1.7. All facilities and equipment designed to be capable of continuous twenty-four (24) hour daily operation in accordance with applicable FCC standards except as caused by a Force Majeure event. 5.1.8. All facilities and equipment designed, built and operated in such a manner as to comply with all applicable FCC requirements regarding (i) consumer electronic equipment and (ii) interference with the reception of off -the -air signals by a subscriber. 5.1.9. All facilities and equipment designed, built and operated in compliance with all applicable safety codes. 5.1.10. Sufficient trucks, tools, testing equipment, monitoring devices and other equipment and facilities and trained and skilled personnel required to enable Grantee to comply with applicable law and its obligations under this Agreement, including applicable customer service standards. 5.1.11. All facilities and equipment required to properly test the Cable System in accordance with applicable law, conduct an ongoing and active program of preventive maintenance and quality control, and to be able to quickly respond to customer complaints and resolve system problems. 5.1.12. Design capable of interconnecting with other similar communications networks in the Franchise Area as set forth in Section 4 of this Agreement. 5.1.13. Facilities and equipment at the headend shall allow Grantee to transmit or cablecast signals in substantially the form received, without substantial alteration or deterioration in the content and functionalities associated with the signal. For example, the headend should include equipment that will transmit color video signals received at the headend in color, stereo audio signals received at the headend in stereo, and a signal received with a secondary audio track with both audio tracks. Similarly, all closed -captioned programming retransmitted over the Cable System shall include the closed -captioned signal in a manner that renders that signal available to Subscriber equipment used to decode the captioning. 5.1.14. Shall be capable of transmitting in high definition any Channels that are received in high definition format. Actual carriage of any such high definition Channels will be at the Grantee's sole discretion. 5.1.15. Shall offer parental control options, which will at a minimum offer as an option that a Person ordering programming must provide a personal identification number or other means provided by Grantee only to a Subscriber. Provided, however, that Grantee shall bear no responsibility for the exercise of parental controls and shall incur no liability under this Agreement for any Subscriber's or viewer's exercise or failure to exercise such controls. 5.1.16. The provision of additional channels, channel capacity, and/or upgrades of any kind to the Cable System is solely within the control and discretion of the Grantee. 5.1.17. With the exception of any EG Channels, all content and programming of Cable Services, including the mix, level, and/or quality of such content and programming, remains in the sole discretion of the Grantee. 5.1.18. The Cable System must conform to or exceed all applicable FCC technical performance standards, as amended from time to time, and shall conform in all material respects to applicable sections of the following standards and regulations to the extent such standards and regulations remain in effect and are consistent with accepted and applicable industry procedures: 5.1.18.1. Occupational Safety and Health Administration (OSHA) Safety and Health Standards; 5.1.18.2. National Electrical Code; 5.1.18.3. National Electrical Safety Code; 5.1.18.4. Obstruction Marking and Lighting, AC 70/7460 i.e., Federal Aviation Administration; 5.1.18.5. Constructing, Marking and Lighting of Antenna Structures, Federal Communications Commission Rules, Part 17; and 5.1.18.6. The Virginia Uniform Statewide Building Code. 5.2. Technical Performance. The Cable System shall meet or exceed applicable FCC's technical standards (Subpart K of Part 76 of the FCC's Rules). 5.3. Cable System Construction and Maintenance. 5.3.1. The County shall have the right to inspect all construction or installation work performed by a Grantee within the Service Area, and to make such inspections as the County deems necessary to ensure compliance with the terms of the Ordinance and this Agreement, other pertinent provisions of law and any Franchise granted hereunder. No poles, underground conduits, or other wire or cable -holding structures shall be erected by a Grantee without prior approval of the County or its duly authorized personnel, or, unless such consent is not required by applicable law, by abutting property owners where the County does not own, or hold some other right of way property interests in, the area in which such structures are to be erected. To the extent possible, a Grantee shall use existing poles and underground conduits throughout the County. Any poles, underground conduits or other fixtures that a Grantee is authorized by the County to install must be placed in a manner so that they do not interfere with or obstruct the usual travel on the public Streets or interfere with any existing utility services. All construction activities of a Grantee shall be conducted in a workmanlike manner that will cause minimum interference with the rights and reasonable convenience of the public's and other utilities' use of the Streets and of the property owners directly affected thereby. Every Grantee shall maintain all structures, cable and related Cable System equipment that are located in, over, under, and upon the Streets in a safe, suitable, substantial condition and in good order and repair at all times. All construction, installation and repair by a Grantee shall be effectuated in a manner that is consistent with the FCC's rules, relevant local building codes, zoning ordinances and laws, all County and other governmental laws, codes or ordinances relating to public works or the Streets, and other regulatory requirements, the National Electrical Safety Code, and other standards of general applicability to Cable Systems. No Grantee shall commence any construction without obtaining all local zoning and other approvals, permits and other licenses generally applicable to other entities performing such construction, and paying all costs and fees normally imposed or charged therefor. Whenever electric utilities and telecommunications facilities are located underground within a public way of the County, Grantee with permission to occupy the same public way must also locate its facilities underground. 5.3.2. The Franchisee shall make Cable Service generally available to businesses and residential dwelling units within the Franchise Area. The Franchisee initially shall build out its Cable System to make Cable Service generally available to those businesses and residential units located within the red ovals shown on the map attached to this Franchise Agreement as Exhibit B. Franchisee shall use commercially reasonable efforts (considering build out costs, geographical and geological conditions, and business conditions) to complete initial build within twenty-four (24) months of the effective date of this Agreement. Franchisee shall complete its Cable System within the remainder of the Franchise Area within a commercially reasonable time (considering build out costs, geographical and geological conditions, and business conditions). In addition to the obligations and considerations set forth above, Franchisee shall offer Cable Service to all new or previously unserved businesses and residential units located within one hundred and fifty (150) feet of the Franchisee's distribution cable. The Franchisee may elect to extend Cable Service to areas that do not otherwise qualify to receive Cable Service under this section if any resident or group of residents agree in writing to pay to Franchisee the cost of construction, including materials, labor, and the total cost of any easement(s) necessary to accomplish the proposed line extension. 5.4. Emergency Alert System. Grantee shall comply with the Emergency Alert System ("EAS") Federal Emergency Alert System regulations, 47 C.F.R. §76 Part 1, as may be amended from time to time 5.5. Cable System Capability and Construction Terms. The provisions in this Section 5 shall satisfy the requirements set forth in the Ordinance 5.6. State of the Art. Throughout the term of this Franchise, Grantee shall maintain and upgrade the Cable System and the technical performance of the Cable System so as to keep pace with the developments in the State -of -the -Art as defined herein. For purposes of this subsection, "State -of -the -Art" means that level of technical performance or capacity, service or cable system plant, for which there is a reasonable demonstrated market demand and which has been demonstrated by existing cable system operators and reputable equipment suppliers to be workable in the field, but not exceeding that level of technical performance or capacity which has been installed and is operating at the time in at least two (2) other cable systems of comparable or smaller size owned and operated by Grantee or an affiliate of Grantee. 5.7. Annual Technology Summit Meeting. The Committee may request a meeting once per year with the Grantee to discuss new and upcoming technology and the developments in the State - of -the -Art related to the Cable System, and the plans the Grantee has for bringing such technology to the Grantee's Service Area. Upon the request of the Committee for such meeting, Grantee shall schedule the meeting within 30 days of such request. Section 6. PEG ACCESS. 6.1. EG Channel 6.1.1. Except as otherwise provided herein, Grantee shall provide any EG Channel(s) as part of Basic Cable Service throughout the life of the Franchise. If there is no Basic Cable Service, Grantee shall provide the EG Channels as part of the service provided to every Subscriber, at no additional charge to Subscribers for the EG Channels. 6.1.2. The Grantee shall initially provide one (1) high defmition downstream EG Channel ("Initial EG Channel"). Upon request by the Roanoke Valley Regional Cable Television Committee ("Committee"), the Grantee shall provide a second high definition EG Channel ("Second EG Channel") upon a showing by the Committee that the then -existing EG Channel is being used to air at least forty (40) hours of original, locally -produced programming per week (not including bulletin board -style programming) The Grantee shall provide the Second EG Channel within one hundred twenty (120) days after written request by the Committee. 6.1.3. The Grantee shall not arbitrarily or capriciously change the EG Channel assignment(s), and the Grantee shall take reasonable steps to minimize the number of such changes. The Grantee may change the EG Channel assignment(s) as it deems appropriate so long as it provides at least thirty (30) days prior written notice to the County, and reimburses the County for the reasonable costs including, but not limited to, logo modifications, stationery, promotion, and advertising, not to exceed $2,500 per channel change. 6.1.4. Use of the EG Channels shall be to air non-commercial EG access programming and any other non-commercial programming, consistent with Section 611 of the Cable Act (47 U.S.C. §531) at the Committee's sole discretion. The Grantee shall not charge the County, City, Town or any other authorized user of the EG Channel(s) for the use of such channels. 6.1.5. No control over EG access program content shall be exercised by the Grantee except to enforce the limitations on commercial use described herein or as otherwise permitted by the FCC and other federal, state, and local laws. 6.1.6. The Grantee may use the EG Channels for any lawful purpose during such periods as they are not being used for EG access purposes, provided that EG access use shall have priority at all times. 6.2. EG Origination. 6.2.1. The Parties hereby acknowledge that the EG origination locations currently consist of seven (7) facilities listed in Exhibit [TBD] that have transport capabilities between these facilities and Grantee's headend (" Feeds"),. The Grantee shall maintain digital EG functionality 6.2.2. 6.2.3. Grantee shall provide without charge EG connectivity by means of dedicated, fully fiber optic links between its headend and RVTV so that signals can be generated at RVTV and be routed onto an appropriate EG channel Such signal transport provided by the Grantee shall include all equipment necessary for amplification, optical conversion, receiving, transmitting, switching, and headend processing of upstream EG signals from RVTV and the placement of these EG signals onto an appropriate EG channel. Notwithstanding the foregoing, all such equipment, including but not limited to the fiber electronics at RVTV, shall be installed, repaired, and maintained in good working order by the Grantee on the Grantee's side of the Demarcation Point, provided, however, that the Grantee shall not be responsible for the cost of repairing any damage caused by RVTV or its agents or invitees. Grantee's obligation with respect to such signal transport shall be dependent on RVTV providing the Grantee, without charge, with such space, electrical power supply, access, and other facilities and cooperation as shall be necessary to allow the Grantee to fulfill its duties under this Franchise with respect to such signal transport. The dedicated channels may be multiplexed into backbone fiber rings at the hub or node nearest to the origination site for return to the headend. 6.2.4. RVTV shall be solely responsible for all personnel, equipment, and maintenance on RVTV's side of the Demarcation Point. 6.2.5. RVTV shall be solely responsible for any personnel, equipment, and maintenance required to originate an optical signal at an RVTV Remote Site and to receive such optical signal(s) at RVTV. 6.3. Program Content; Control. No control over PEG access program content shall be exercised by the Grantee except to enforce the limitations on commercial use described herein or as otherwise permitted by the FCC and other federal, state, and local laws. 6.4. Alternate Use. The Grantee may use the PEG Access channels for any lawful purpose during such periods as they are not being used for PEG Access purposes, provided that EG Access use shall have priority at all times. Section 7. CABLE SERVICE TO COUNTY FACILITIES. 7.1. Courtesy Service to Public Facilities. The Grantee will provide the following, at no charge, at each fire station, public school, police station, public library, and such County facilities used for public purposes, which facilities are listed in Exhibit C, attached hereto, and for which the Grantee is provided access without charge, as may be designated by the County; or any newly constructed or acquired government building that may be designated by the County (collectively, "Additional Buildings"), so long as such Additional Buildings do not exceed fifteen (15) during the term of the Agreement; provided, however, that if it is necessary to extend the Grantee's trunk or feeder lines more than 150 feet solely to provide service to any such school or public building, the County shall have the option of paying the lower of any contract the Grantee may have with the County for such services or the Grantee's commercial charges for such extension in excess of 150 feet itself, or of releasing the Grantee from or postponing the Grantee's obligation to provide service to such building: 7.1.1. one Cable Service drop; 7.1.2. one Cable Service converter or digital transport adapter per site (if necessary to receive the programming specified in Section 7.1.3; and 7.1.3. Basic Cable Service or a discount for the most highly subscribed tier of non -basic service in the amount of the then current price of Grantee's Basic Cable Service(not including any video programming offered on a per channel or per program basis). 7.2. Additional Facility Equipment and Wiring. 7.2.1. The County shall be responsible for the cost of new or replacement converters or digital transport adapters that are in addition to those required in 7.1.2 and any "terminal equipment," including TV monitors, VCRs, and/or computers. 7.2.2. The cost of inside wiring, additional drops or outlets, and additional or replacement converters or digital transport adapters requested by the County within these specified facilities, including those drops or outlets in excess of those referenced in Section 7.1, are the responsibility of the County. The Grantee shall not be responsible for any violations of FCC technical standards on the County's side of the Demarcation Point. After reasonable notice under the circumstances, the Grantee may temporarily disconnect its service to a County site that does not correct such violations of FCC technical standards until such time as such violations are corrected. 7.2.3. Subject to the limitations set forth in this Section 7, whenever required by changes in the Grantee's technology, the Grantee shall upgrade all equipment provided at the Grantee's expense pursuant to this Section 7, in order to ensure that the County can continue to receive the services offered by the Grantee to the County pursuant to this Franchise Agreement. 7.3. Terms of Courtesy Cable Service. The provisions in this Section 7 shall satisfy the requirements in Section 10(d) of the Ordinance. Section 8. EG ACCESS CAPITAL GRANT: COSTS. 8.1. EG Capital Fee. The County may by ordinance or resolution impose on the Grantee an EG Capital Fee payable to the County on a quarterly basis (the "EG Capital Fee"), in an amount not to exceed twenty cents ($0.20) per month for each Subscriber in the Service Area that receives the Grantee's Basic Service Tier, so long as such requirement applies equally to all franchised cable operators in the County. If so imposed, the EG Capital Fee shall be delivered to the County within forty-five (45) days following the end of each calendar quarter during the Franchise Term. The EG Capital Fee shall be used by the County to support the capital costs of EG Access Channel facilities consistent with the Communications Act (47 U.S.C. § 542). 8.1.1. If the initial EG Capital Fee shall be less than an amount equal to twenty cents ($0.20) per month for each Subscriber in the Service Area to the Grantee's Basic Service Tier, the EG Capital Fee may be uniformly increased for the County cable grantees by ordinance or resolution of the Board of Supervisors not more than once each year commencing after the first anniversary of the Effective Date of this Agreement by an amount not to exceed six cents ($0.06), but under no circumstances shall the monthly per -Subscriber fee exceed twenty cents ($0.20) per month for each Subscriber in the Service Area that receives the Grantee's Basic Service Tier. 8.1.2. The County shall provide the Grantee with thirty (30) days advance notice of any public hearing or meeting where an increase will be considered or voted on by the Board of Supervisors. The County shall forward to the Grantee a copy of the adopted ordinance or resolution that authorizes an increase in the EG Capital Fee and establishes the effective date of the increase. The Grantee shall have not less than ninety (90) days to implement the EG Capital Fee increase. 8.1.3. To the extent permitted by law, the Grantee may recover from Subscribers the costs of an EG Capital Fee or any other costs arising from the provision of EG services and shall be allowed to include such costs as a separately billed line item on each Subscriber's bill. 8.2. EG Channel Use. The County shall not sell time on the EG Channels, nor allow any third party to do so, nor shall any channel be leased at any price to any third party. The County may allow programmers on the EG Channels to seek support for their programming consistent with the "Funding Standards and Practices" of the Public Broadcasting System (found at: http://www.pbs.org/producers/guidelines/) as they exist on the Effective Date of this Agreement. 8.3. Costs Incidental To The Award Of The Franchise. Grantee shall reimburse the County for advertising expenses incurred in the franchising process. Section 9. CUSTOMER SERVICE. 9.1. Customer Service Requirements. The Grantee shall comply with the customer service requirements imposed by the FCC pursuant to 47 U.S.C. § 552, as it may be amended from time to time. The County may impose additional customer service requirements that exceed the requirements established by the Federal Communications Commission under 47 U.S.C. § 552(b) by ordinance after a public hearing, but these additional requirements shall (i) not be designed so that Grantee cannot also comply with any other customer service requirements under state or federal law or regulation applicable to the Grantee in its provision of other services over the same network used to provide cable service, (ii) be no more stringent than the customer service requirements applied to other cable operators in the County, and (iii) be reasonably tailored to achieve appropriate customer service goals based on the technology used by the Grantee to provide cable service. 9.2. Customer Service Standards. The Grantee shall comply with the provisions of 47 C.F.R §76.309, as it may be amended from time to time. 9.3. Customer Privacy. Grantee shall at all times comply with 47 U.S.C. §551 with regard to the protection of Subscriber privacy. 9.4. Customer Complaints. 9.4.1. Complaint Procedure: The Grantee shall establish a clear procedure for resolving a Cable Service complaint ("Complaint(s)") filed by any interested party in a timely manner, providing that Complaints may be made orally or in writing, at the complainant's option. Such procedures shall be well -publicized, both in print and digital media. At least thirty (30) days before the Grantee announces any changes to such procedures, the Grantee shall notify the Committee of the changes and offer the Committee the opportunity to comment on the changes. Such procedures shall allow customers options for virtual, telephonic, and electronic mail contact with Grantee to resolve cable service complaints. 9.4.2. Referred Complaints: The Grantee shall promptly investigate Complaints that are referred to the Grantee by the Committee ("Referred Complaints"). The Grantee shall report to the Committee regarding each Referred Complaint within five (5) business days, stating whether the matter has been resolved and how it was resolved; if the matter remains unresolved, the Grantee shall describe the actions taken to date, the reason or reasons the matter has not been resolved, the actions the Grantee believes remain to be taken to achieve resolution, and an estimated date for such resolution. Notwithstanding the foregoing, Grantee shall not be required to provide "personally identifiable information" except as permitted by 47 U.S.C. § 551 and regulations promulgated thereunder, or other applicable provision of federal law, provided however that if compliance with such laws and regulations prohibits disclosure of information necessary for the Grantee to report to the Committee as required by the preceding sentence, the Grantee shall explain to the Committee in writing why the Grantee cannot comply, including references to the applicable statutes or regulations, and the parties shall discuss alternative means for informing the Committee regarding the resolution of the Referred Complaint, including, without limitation, obtaining the consent of the Subscriber for any necessary disclosures. 9.4.3. Escalated Complaints: The Grantee shall keep a written record or log of Escalated Complaints received regarding quality of service, equipment malfunctions, billing procedure, employee attitude and similar matters. Upon request by the Committee, the Grantee shall provide such log of Escalated Complaints to the Committee. An "Escalated Complaint" is any Complaint received by the Grantee that has been submitted to a state regulatory agency, or any of the Grantee's corporate offices and entered into Grantee's Customer Service Systems that track complaints. , and/or the Better Business Bureau. These records shall be maintained for a period of five (5) years. The record shall contain the following information for each complaint received: (1) Date, time and nature of the complaint; (2) Name, address and telephone number of the person complaining; (3) (4) (5) Investigation of the complaint; Manner and time of resolution of the complaint; and If the complaint regards equipment malfunction or the quality of reception, a report indicating corrective steps taken, with the nature of the problem stated. 9.4.4. Customer Service Log: Upon written request by the Committee, and not more than once a year, Grantee shall provide such record or log to the Committee. Before delivering its complaint log, a Grantee may redact the log as required to conform to the provisions of applicable federal and state privacy protection laws. 9.5. Customer Service Terms. The provisions in this Section 9 shall satisfy the Customer Service requirements in Section 10 the Ordinance. Section 10. REPORTS AND RECORDS. 10.1. Open Books and Records. Upon not less than thirty (30) days written notice to the Grantee, and no more frequently than once every twenty-four (24) months, the County shall have the right to inspect the Grantee's books and records pertaining to Grantee's provision of Cable Service in the Service Area at any time during Normal Business Hours at a reasonable time as determined by the parties, as are reasonably necessary to ensure compliance with the terms of this Franchise. Such notice shall specifically reference the section or subsection of the Franchise which is under review, so that Grantee may organize the necessary books and records for appropriate access by the County. Grantee shall not be required to maintain any books and records for Franchise compliance purposes longer than five (5) years. 10.2. Information Disclosure. Notwithstanding anything to the contrary set forth herein, Grantee shall not be required to disclose information that it reasonably deems to be proprietary or confidential in nature, or to disclose any of its or its affiliates books and records not relating to the provision of Cable Service in the Service Area. Grantee shall not be required to provide Subscriber information in violation of Section 631 of the Communications Act, 47 U.S.C. §551. 10.3. Reports and Records Terms. The provisions in this Section 10 shall satisfy the requirements in Sections 5of the Ordinance Section 11. COMMUNICATIONS SALES AND USE TAX. 11.1. Application of Tax. The parties shall comply with all applicable requirements of the provisions of Section 58.1-645, et seq. of the Code of Virginia (the "Communications Sales and Use Tax") in its current form and as it may be amended. 11.2. Communications Sales and Use Tax Terms. The provisions in this Section 11 shall satisfy the requirements in Sections 6 and 17 of the Ordinance Section 12. TRANSFER OF FRANCHISE 12.1. Approval Required. No Transfer of the Franchise shall occur without the prior consent of the Board, provided that such consent shall not be unreasonably withheld, delayed or conditioned. No application for the approval of a Transfer shall be approved by the Board unless the transferee agrees in writing that it will abide by and accept all terms of this agreement, and that it will assume the obligations, liabilities and responsibility for all acts and omissions, known and unknown, of the incumbent franchisee under this agreement, for all purposes, including renewal, unless the Board, in its discretion, expressly waives all or part of this requirement. 12.2. No Consent Required. No such consent shall be required, however, for transactions excluded under the definition of a Transfer of the Franchise. Transfer of the Franchise shall be defined herein as it is defined in the Code of Virginia § 15.2-2108.19, meaning any transaction in which (i) an ownership or other interest in the Grantee is transferred, directly or indirectly, from one person or group of persons to another person or group of persons, so that majority control of the Grantee is transferred; or (ii) the rights and obligations held by the Grantee under the Franchise are transferred or assigned to another person or group of persons. However, notwithstanding clauses (i) and (ii) of the preceding sentence, a transfer of the cable franchise shall not include (a) transfer of an ownership or other interest in the Grantee to the parent of the Grantee or to another affiliate of the Grantee; (b) transfer of an interest in the cable franchise granted under this article or the rights held by the Grantee under the Franchise to the parent of the Grantee or to another affiliate of the Grantee; (c) any action that is the result of a merger of the parent of the Grantee; (d) any action that is the result of a merger of another affiliate of the Grantee; (e) a transfer in trust, by mortgage, or by assignment of any rights, title, or interest of the Grantee in the Franchise or the Cable System used to provide Cable Services in order to secure indebtedness. 12.3. Preservation of County's Rights. In the case of any Transfer, regardless of whether consent of the Board is required, the transferee shall assume the obligations, liabilities and responsibility for all acts and omissions, known and unknown, of the incumbent franchisee under this agreement, for all purposes, including renewal, and agree to be bound by the terms of this Franchise. 12.4. Approval Does Not Constitute Waiver of Rights. Approval by the Board of a Transfer, or consummation of a Transfer permitted by Section 12.2, does not constitute a waiver or release of any of the rights of the Board under this agreement against the transferor franchisee, whether arising before or after the date of the Transfer. 12.5. Transfer Terms. The provisions in this Section 12 shall satisfy the requirements in Sections 4, 15, and 21 of the Ordinance. Section 13. RENEWAL OF FRANCHISE. 13.1. Federal Law. The County and Grantee agree that any proceedings undertaken by the County that relate to the renewal of this Franchise shall be governed by and comply with the provisions of Section 626 of the Communications Act, 47 U.S.C. § 546. 13.2. Needs Assessment. The County agrees that if the County issues a request for a proposal under 47 U.S.C. § 546(b), the County shall provide the Grantee with copies of any assessments of future cable -related needs and interests or the past performance of the Grantee that were relied upon by the County in preparing the request for proposal. 13.3. Informal Renewal. Notwithstanding anything to the contrary set forth herein, Grantee and the County agree that at any time during the term of the then current Franchise, while affording the public appropriate notice and opportunity to comment, the County and Grantee may agree to undertake and finalize informal negotiations pursuant to 47 U.S.C. §546(h) regarding renewal of the then current Franchise and the County may grant a renewal thereof. 13.4. Consistent with Law. Grantee and the County consider the terms set forth in this Article 12 to be consistent with the express provisions of 47 U.S.C. § 546 and Virginia Code Section 15.2- 2108.30. 13.5. Renewal of Franchise Terms. The provisions in this Section 13 shall satisfy the requirements in Sections 4, and 21 of the Ordinance Section 14. ENFORCEMENT OR TERMINATION OF FRANCHISE 14.1. Notice of Violation. If at any time the County believes that Grantee has not complied with the terms of the Franchise, the County shall make a good faith effort to informally discuss the matter with Grantee. 14.2. Grantee's Right to Cure or Respond Before seeking enforcement of the Franchise, the County shall notify the Grantee in writing of the exact nature of the alleged noncompliance (the "Noncompliance Notice"). Grantee shall have fifteen (15) business days from receipt of the Noncompliance Notice to: (i) respond to the County, if Grantee contests (in whole or in part) the assertion of noncompliance; (ii) cure such noncompliance; or (iii) in the event that, by its nature, such noncompliance cannot be cured within such fifteen (15) day period, initiate reasonable steps to remedy such noncompliance and notify the County of the steps being taken and the date by which cure is projected to be completed. Upon cure of any noncompliance, County shall provide written confirmation that such cure has been effected. The foregoing 15-day cure period shall not apply to customer service obligations measured on a quarterly basis ("Quarterly Standards"), which shall be governed by Section 14.3. 14.3. Quarterly Standards. Upon written request from the County, no later than thirty (30) days after the end of each calendar quarter, the Grantee shall provide the County a written report demonstrating the Grantee's level of compliance with each of the Quarterly Standards. If the Grantee fails to meet any Quarterly Standard in a calendar quarter, the County shall have the right to begin the process of assessing liquidated damages pursuant to Section 14.4.4 by sending a Noncompliance Notice notifying the Grantee that the Grantee failed to comply with the Quarterly Standard in question, in order to inform the Grantee that the Grantee is not in compliance with such Quarterly Standard. Receipt of the Noncompliance Notice shall be deemed opportunity to cure. Upon submitting any report to the County that demonstrates that the Grantee has not complied with a Quarterly Standard, or within fifteen (15) days after receipt of a Noncompliance Notice, the Grantee may submit information to the County describing any extenuating circumstances related to any such noncompliance, and may request that the County waive liquidated damages, as provided in Section 14.6. If the Grantee fails to meet the same Quarterly Standard in the immediately succeeding calendar quarter, the County shall have the right to assess liquidated damages pursuant to Section 14.4.4 by sending a Notice of Assessment in accordance with Section 14.8. 14.4. Enforcement. Subject to applicable federal and state law and the terms and conditions of this Agreement, including Section 14.3, the County may apply one or more of the following remedies if the County determines that Grantee is in default of any provision of this Franchise: 14.4.1. Seek specific performance of any provision, which reasonably lends itself to such remedy, as an alternative to damages; or 14.4.2. Commence an action at law for monetary damages or seek other equitable relief; or 14.4.3. In the case of a default of a material provision of the Franchise, seek to revoke the Franchise in accordance with Section 14.10; or 14.4.4. Assess and collect liquidated damages as set forth in Section 14.5 of this Agreement; or 14.4.5. Apply any other remedy provided for in this Agreement or applicable federal, state or local laws. 14.5. Liquidated Damages. Because the Grantee's failure to comply with provisions of this Franchise may result in injury to the County, because it may be difficult to quantify the extent of such injury, and in full satisfaction for the term of this Agreement of the obligations set forth in this Agreement, the County and the Grantee agree that, subject to the procedures in Section 14.8, liquidated damages as set forth herein may be assessable against the Grantee for certain violations of provisions of this Franchise. On an annual basis from the Effective Date of this Franchise, liquidated damages in total will not exceed ten thousand dollars ($10,000). The Grantee hereby waives any defense as to the validity of any liquidated damages stated in this Franchise Agreement on the grounds that such liquidated damages are void as penalties or are not reasonably related to actual damages. The liquidated damages shall not apply when caused by Force Majeure events and shall only apply from the date of the Notice of Assessment as provided for in Section 14.8. 14.5.1. Failure to materially comply with requirements related to (i) the technical quality and reliability of the PEG channels, including without limitation downstream signal quality and reliability of return feeds from PEG origination sites to the headend, and (ii) provision of channel capacity for use as PEG channels: Three hundred dollars ($300) for each violation for each day the violation continues. 14.5.2. Failure to comply with Customer Service Standards set forth in Section 9 of this Agreement, other than Quarterly Standards: One hundred dollars ($100) for the first violation; two hundred fifty dollars ($250) for any violation within 12 months after the first violation; and five hundred dollars ($500) for any violation within 12 months after the second or any subsequent violation. Liquidated damages shall not be paid where the Subscriber is otherwise compensated by Grantee for the alleged non-compliance. 14.5.3. For violation of a Quarterly Standard: One thousand five hundred dollars ($1500); 14.5.4. For violation of applicable FCC technical standards: Two hundred fifty dollars ($250) per day for each for each day the violation continues; 14.5.5. For failure to file, obtain, maintain or replenish the performance bond in a timely fashion: two hundred fifty dollars ($250) per day for each day the violation continues; and 14.5.6. For failure to comply with Section 7.1 (Courtesy Service to Public Facilities): Two hundred fifty dollars ($250) per day for each day the violation continues; 14.5.7. For failure to comply with Section 5.1 (Cable System Characteristics): One Hundred dollars ($100) per day for each day the violation continues; and 14.5.8. For a Transfer without approval as specified in Section 12: Five Hundred dollars ($500) per day for each day the violation continues. 14.6. Waiver. The County may reduce or waive any of the above -listed liquidated damages if the County determines that such waiver is in the best interests of the County. 14.7. Single Violation. For purposes of any liquidated damages assessments, all similar violations or failures from the same factual events affecting multiple Subscribers shall be assessed as a single violation, and a violation or a failure may only be assessed under any single one of the above -referenced categories. 14.8. Assessment of Liquidated Damages. In order to assess the liquidated damages set forth herein, the County, following provision to the Grantee of a written Noncompliance Notice as set forth in Section 14.2 and the expiration of applicable cure periods, shall issue to the Grantee, by certified mail or other comparable means, a notice of intention to assess liquidated damages ("Notice of Assessment"). The Notice of Assessment shall set forth the basis of the assessment, and shall inform the Grantee that liquidated damages will be assessed from the date of the notice. Unless the County indicates to the contrary, or the violation is for a Quarterly Standard, liquidated damages shall be assessed beginning with the date on which the County sent the Notice of Assessment and continuing thereafter until such time as the violation ceases as determined by the County. Payment by the Grantee of any assessment of liquidated damages shall be due thirty (30) days after the date of the Notice of Assessment. If Grantee objects to the Notice of Assessment, Grantee shall have the right to challenge the assessment in the Circuit Court for the County, or in the United States District Court for the Western District of Virginia, Roanoke Division, and in no other courts, in which case the assessment will be stayed until the issue is decided by such court, or the parties resolve the matter in some other fashion. If Grantee does not, within the thirty -day period, make full payment or challenge the assessment in court, the County may withdraw from Grantee's Performance Bond the amount due. The County may make one or more withdrawals from the Performance Bond during and after any period in which a violation remains uncured, provided that the total withdrawn does not exceed the amount due for the period between the date of the Notice of Assessment and the date on which the violation is deemed cured by the County. 14.9. Performance Bond. 14.9.1. Grantee shall obtain within thirty (30) days of executing this Agreement, and maintain thereafter throughout the Agreement term, a performance bond in the amount of fifty thousand dollars ($50,000) (the "Performance Bond") from a financial institution reasonably acceptable to the County ("Lending Institution"). The Performance Bond shall be in a form substantially the same as the form attached hereto as Exhibit D and that is acceptable to the County. The Performance Bond shall be used to ensure Grantee's compliance with the material terms and conditions of this Agreement. 14.9.2. Grantee shall file with the County a complete copy of the Performance Bond (including all terms and conditions applying to the performance bond), and keep such copy current with respect to any changes over the term of the Agreement. 14.9.3. If the County notifies the Grantee of any amounts due to the County pursuant to this Agreement or applicable law, including, without limitation, liquidated damages assessed pursuant to Section 14.5, and the PEG Capital Grant provided for in Section 8.1, and the Grantee does not make such payment within thirty (30) days, the County may draw upon the Performance Bond by presentation of a draft at sight drawn on the Lending Institution, accompanied by a written certificate signed by the County Administrator certifying that Grantee has failed to comply with this Agreement and stating the specific reason therefor and the basis for the amount being withdrawn. 14.9.4. In the event the Lending Institution serves notice to the County that it elects not to renew the Performance Bond, the Grantee shall provide a substitute Performance Bond, in substantially the same form as that attached hereto as Exhibit D, from a Lending Institution approved by the County, before the effective Performance Bond expires. 14.9.5. No later than thirty (30) days after mailing of notification to the Grantee by certified mail, return receipt requested, of a withdrawal under the Performance Bond, the Grantee shall restore the amount of the Performance Bond to the total amount specified herein, unless the Grantee has disputed the basis for the original withdrawal, in which case the obligation to restore shall be suspended until a final non -appealable decision on the dispute has been issued by a court of competent jurisdiction authority as provided in Section 14.8. 14.9.6. The rights reserved to the County with respect to the Performance Bond are in addition to all other rights of the County, whether reserved by this Agreement or otherwise authorized by law, and no action, proceeding or right with respect to the Performance Bond shall affect any other right the County has or may have. 14.9.7. No recovery by the County of any sum by reason of the Performance Bond required in Section 14.9.1 of this Agreement shall be any limitation upon the liability of Grantee to the County under the terms of this Agreement, except that any sums so received by the County shall be deducted from any recovery which the County shall establish against Grantee under the terms of this Agreement. 14.10. Revocation. Should the County seek to revoke this Franchise after following the procedures set forth above in Section 14.2 of this Article, the County shall give written notice to Grantee of such intent. The notice shall set forth the specific nature of the noncompliance. The Grantee shall have sixty (60) days from receipt of such notice to object in writing and to state its reasons for such objection. In the event the County has not received a satisfactory response from Grantee, it may then seek termination of the Franchise at a public hearing before the Board. The County shall provide the Grantee, at least thirty (30) days written notice of such public hearing, specifying the time and place of such hearing and stating its intent to revoke the Franchise. 14.10.1. At the designated hearing, Grantee shall be provided a fair opportunity for full participation in accordance with applicable law, including the right to be represented by legal counsel. 14.10.2. In making any decision to revoke the Franchise, the County shall apply the standards provided by applicable law. Grantee shall have the right to appeal any revocation in the Circuit Court for the County, or in the United States District Court for the Eastern District of Virginia, Richmond Division, and in no other courts. 14.10.3. The County may, at its sole discretion, take any lawful action which it deems appropriate to enforce the County' s rights under the Franchise in lieu of revocation of the Franchise. The County may also, in lieu of revocation, grant additional time to the Grantee to effect a cure of any default. 14.11. Enforcement or Termination of Franchise Terms. The provisions in this Section 14 shall satisfy the requirements in Sections 16(d), 16(e), 19, and 20 of the Ordinance. Section 15. INSURANCE AND INDEMNIFICATION 15.1. Insurance Coverage. Grantee shall maintain in full force and effect, at its own cost and expense, during the Franchise Term, the following insurance coverage amounts which may be made up of a combination of primary and umbrella coverage: 15.1.1. Commercial General Liability Insurance in the amount of five million dollars ($5,000,000) combined single limit and five million dollars ($5,000,000.00) aggregate for property damage and bodily injury. Such insurance shall cover the construction, operation and maintenance of the Cable System, and the conduct of Grantee's Cable Service business in the County. 15.1.2. Automobile Liability Insurance in the amount of minimum bodily injury coverage for each occurrence of $2,000,000 and property damage coverage of not less than $1,000,000 per occurrence. Workers' Compensation Insurance meeting all legal requirements of the Commonwealth of Virginia. 15.1.3. Employers' Liability Insurance in the following amounts: (A) Bodily Injury by Accident: one hundred thousand dollars ($100,000); and (B) Bodily Injury by Disease: one hundred thousand dollars ($100,000) employee limit; five hundred thousand dollars ($500,000) policy limit. 15.2. Insurance Terms. 15.2.1. The County shall be designated as additional insured under each of the insurance policies required in this Article 9 except Workers' Compensation and Employers' Liability Insurance. 15.2.2. Grantee shall not cancel any required insurance policy without obtaining alternative insurance in conformance with this Agreement. 15.2.3. All policies shall be issued by companies qualified to write insurance in the Commonwealth of Virginia and which maintain throughout the policy term a general rating of A- VII and a financial size category of "A:X" as determined by AM Best Rating Company. 15.2.4. Grantee shall deliver to the County Certificates of Insurance showing evidence of the required coverage within thirty (30) days after the Effective Date, and upon written request thereafter. 15.3. Indemnification Provisions. 15.3.1. Grantee agrees to indemnify, save and hold harmless, and defend the County, its officers, agents, boards and employees, from and against any liability for damages or claims resulting from tangible property damage or bodily injury (including accidental death), to the extent proximately caused by any of Grantee's acts or omissions in its construction, operation, or maintenance of its Cable System, provided that the County shall give Grantee written notice of its obligation to indemnify the County in a timely fashion, not to exceed thirty (30) days of receipt of a claim or action or such reasonable time based on the type and scope of such claim or action made pursuant to this subsection. Notwithstanding the foregoing, Grantee shall not indemnify the County, for any damages, liability or claims resulting from the willful misconduct or negligence of the County, its officers, agents, employees, attorneys, consultants, independent contractors or third parties or for any activity or function conducted by any Person other than Grantee in connection with PEG Access Channels or EAS, or the distribution of any Cable Service over the Cable System. 15.3.2. With respect to Grantee's indemnity obligations set forth in herein, Grantee shall provide the defense of any claims brought against the County and the County may select its counsel to defend the claim, subject to the consent of the Grantee, which shall not unreasonably be withheld. Nothing herein shall be deemed to prevent the County from cooperating with the Grantee and participating in the defense of any litigation by its own counsel at its own cost and expense, provided however, that after consultation with the County, Grantee shall have the right to defend, settle or compromise any claim or action arising hereunder, and Grantee shall have the authority to decide the appropriateness and the amount of any such settlement. In the event that the terms of any such proposed settlement includes the release of the County and the County does not consent to the terms of any such settlement or compromise, Grantee shall not settle the claim or action but its obligation to indemnify the County shall in no event exceed the amount of such settlement. 15.3.3. The County shall be responsible for its own acts of willful misconduct or negligence, or breach of obligation committed by the County for which the County is legally responsible, subject to any and all defenses and limitations of liability provided by law. The Grantee shall not be required to indemnify the County for acts of the County which constitute willful misconduct or negligence on the part of the County, its officers, employees, agents, attorneys, consultants, independent contractors or third parties. 15.4. Insurance and Indemnification Terms. The provisions in this Section 15 shall satisfy the requirements in Section 9 of the Ordinance Section 16. FORCE MAJEURE 16.1. Force Majeure Definition. An event or events reasonably beyond the ability of the Grantee to anticipate and control. "Force Majeure" includes, but is not limited to, severe or unusual weather conditions, strike, labor disturbance, lockout, war or act of war (whether an actual declaration of war is made or not), insurrection, riot, act of public enemy, action or inaction of any government instrumentality or public utility including condemnation, accidents for which the Grantee is not primarily responsible, fire, flood or other act of God, sabotage, work delays because utility providers denied or delayed the Grantee access to utility poles to which the Grantee' s Cable System is attached, and unavailability of materials and/or qualified labor to perform the work necessary if such acquisition of qualified labor would be commercially impracticable as defined in 47 U.S.C. § 545(0. 16.2. Force Majeure Conditions. The Grantee shall not be held in default under, or in noncompliance with, the provisions of the Franchise, nor suffer any enforcement or penalty relating to noncompliance or default, where such noncompliance or alleged defaults occurred or were caused by a Force Majeure. For purposes of this Franchise, any one (1) delay caused by any such occurrence shall not be deemed to last longer than six (6) months and the party claiming delay caused by any and all such occurrences shall give the other party written notice of the same within 30 days after the date such claiming party learns of such occurrence. Notwithstanding anything else set forth above, after a total of twelve (12) months of delays of any type have been claimed by a party as being subject to Force Majeure, no further delays or claims of any type shall be claimed by such party as being subject to Force Majeure and/or being an excusable delay. Section 17. NON-DISCRIMINATION. The Grantee shall adhere to the Equal Employment Opportunity regulations of the FCC and to all federal, state, and local laws, and executive orders pertaining to discrimination, equal employment opportunity, and affirmative action, that are applicable to the Grantee with regard to this Agreement. Section 18. MISCELLANEOUS PROVISIONS 18.1. Counterpart Copies. This Agreement may be executed in any number of counterpart copies, each of which shall be deemed an original, but all of which together shall constitute a single instrument. 18.2. Nonwaiver. The Grantee agrees that the County's waiver or failure to enforce or require performance of any term or condition of this Agreement or the County's waiver of any particular breach of this Agreement by the Grantee extends to that instance only. Such waiver or failure is not and shall not be a waiver of any of the terms or conditions or this Agreement except as set forth herein, or a waiver of any other breaches of this Agreement by the Grantee, and does not bar the County from requiring the Grantee to comply with all the terms and conditions of this Agreement and does not bar the County from asserting any and all rights and/or remedies the County has or might have against the Grantee under this Agreement or by law. 18.3. Rights of Third Parties. Nothing herein shall be construed to give any Person other than the Grantee or the County a right to assert any claim or cause of action against the Grantee or the County, its employees, elected or appointed officials, officers, boards, authorities, commissions, committees, commissioners, or agents. 18.4. Forum Selection and Choice Of Law. By virtue of entering into this Agreement, the Grantee submits itself to a court of competent jurisdiction in the County of Roanoke, Virginia, and further agrees that this Agreement is controlled by the laws of the Commonwealth of Virginia (and, where applicable, federal law), and that all claims, disputes, and other matters shall only be decided by such court according to the laws of the Commonwealth of Virginia (and, where applicable, federal law). 18.5. Captions and Headings. The section captions and headings of this Agreement are for convenience and reference purposes only and shall not affect in any way the meaning or interpretation of this Agreement. 18.6. Faith Based Organization. Pursuant to Virginia Code Section 2.2-4343.1, be advised that the County does not discriminate against faith based organizations. 18.7. Notice. Unless otherwise expressly stated herein, notices required under the Franchise shall be mailed first class, postage prepaid, or sent via recognized national overnight courier service to the addressees below. Notwithstanding the foregoing, notices required by 47 C.F.R. 76.1603 may be sent via electronic mail. Each party may change its designee by providing written notice to the other party. Notices to Grantee shall be mailed to: Shenandoah Cable Television, LLC ATTN: Regulatory Affairs 500 Shentel Way Edinburg, VA 22824 Notices to the County shall be mailed to: County Administrator Roanoke County Administration Building 5204 Bernard Drive Roanoke, VA, 24018 with copies to: County Attorney Roanoke County Administration Building 5204 Bernard Drive Roanoke, VA, 24018 18.8. Entire Agreement and Amendments. This Agreement, together with the Ordinance, constitutes the entire agreement of the parties hereto and supersedes all prior offers, negotiations, and agreements among the parties. No amendment to this Agreement shall be valid unless made in writing and signed by the parties hereto. 18.9. Exhibits. EXHIBIT A: Definitions EXHIBIT B: EG Access Points EXHIBIT C: List of facilities with courtesy service [SIGNATURE PAGE FOLLOWS] IN WITNESS WHEREOF AND AGREED TO THIS DAY OF , 2023 , the parties hereto have signed this Agreement by their authorized representatives. County of Roanoke, Virginia By: County Administrator / Deputy County Administrator Shenandoah Cable Television, LLC By: Chris Kyle VP Industry Affairs and Regulatory EXHIBIT A DEFINITION 1. "Board" shall mean the Board of Supervisors of the County of Roanoke, Virginia. 2. "Cable Service" shall have the same meaning as ascribed to the term "cable service" in the Cable Act. 3. "Cable System" shall have the same meaning as ascribed to the term "cable system" in the Cable Act. 4. "Channel" shall mean a portion of the electromagnetic frequency spectrum that is used in the Grantee' s Cable System and that is capable of delivering a video signal as that term is defined by the FCC as of the Effective Date of this Agreement. 5. "City" shall mean the City of Roanoke, Virginia. 6. "County" shall mean the County of Roanoke, Virginia. 7. "EG" shall mean any Channel required by this Franchise Agreement to be provided by the Grantee and set aside for educational or governmental use. 8. "EG Access Channels" shall refer to the channel capacity on a System devoted to EG Access. 9. "FCC" shall mean the Federal Communications Commission or its successor. 10. "Franchise" shall mean the franchise granted pursuant to this Agreement. 11. "Gross Revenues" shall mean all revenue, as determined in accordance with generally accepted accounting principles, that is actually received by Grantee and derived from the operation of the Cable System to provide Cable Services in the Franchise Area; "Gross Revenue" shall not include: (i) refunds or rebates made to subscribers or other third parties; (ii) any revenue which is received from the sale of merchandise over home shopping channels carried on the Cable System, but not including revenue received from home shopping channels for the use of the Cable Service to sell merchandise; (iii) any tax, fee, or charge collected by Grantee and remitted to a governmental entity or its agent or designee, including without limitation a local public access or education group; (iv) program launch fees; (v) directory or Internet advertising revenue including, but not limited to, yellow page, white page, banner advertisement, and electronic publishing; (vi) a sale of Cable Service for resale or for use as a component part of or for the integration into Cable Services to be resold in the ordinary course of business, when the reseller is required to pay or collect franchise fees or similar fees on the resale of the Cable Service; (vii) revenues received by any affiliate or any other person in exchange for supplying goods or services used by Shentel/Grantee to provide Cable Service; and (viii) revenue derived from services classified as Non -Cable Services under federal law, including, without limitation, revenue derived from telecommunications services and information services, and any other revenues attributed by Grantee to Non -Cable Services in accordance with rules, regulations, standards, or orders of the Federal Communications Commission. 12. "Home" shall mean any single family dwelling unit, whether a house, apartment, trailer or mobile home, rented room or otherwise. 13. "Person" shall mean any individual, firm, partnership, association, corporation, company, trust, or entity of any kind, but shall not include the County, the City, or the Town. 14. "PEG Access" shall mean public, educational and/or governmental use as provided in the Cable Act (47 U.S.C. §531). 15. "Service Area" shall mean the geographical area in the County, City or Town, as the context may require, in which a Franchisee is authorized by a Franchise to construct its System and to provide Cable Service; provided, however, that until the Grantee offers Cable Service throughout such Service Area, a Grantee's Service Area shall be such lesser portion in which it offers Cable Service. 16. "Streets" shall mean all public streets, roads, avenues, highways, boulevards, concourses, driveways, bridges, tunnels, parkways, alleys, and all other public rights -of - way within or belonging to the County, City or Town, as the context may require. 17. "Subscriber" shall mean a Person lawfully receiving Cable Service on the Grantee's Cable System. 18. "Town" shall mean the Town of Vinton, Virginia. 19. "VDOT" shall mean the Virginia Department of Transportation. EXHIBIT B EXHIBIT C EG Access Points 1. Roanoke County Administration Building 5204 Bernard Drive, Roanoke, VA 24018 (540)772-2006 2. Roanoke Municipal Building 215 Church Avenue, SW, Roanoke, VA 24011 (540)853-2333 3. Old Jefferson High School Building/RVTV 541 Luck Avenue, SW, Suite 145, Roanoke, VA 24016 (540)857 -5021 4. Vinton Town Council 311 South Pollard Street, Vinton, VA 24179 (540)342-8135 5. Roanoke City School Administration Building 40 Douglass A venue, NW, Roanoke, VA 24012 (540)853-2381 6. Roanoke County School Administration Building 5937 Cove Road, Roanoke, VA 24019 (540) 562-3900 7. Roanoke County Public Safety Center 5925 Cove Road, Roanoke, VA 24019 (540)772-2006 EXHIBIT D List of facilities with courtesy service COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE COUNTY OF ROANOKE(Explore Park) COUNTY OF ROANOKE COUNTY OF ROANOKE (Ft Lewis F&R) COUNTY OF ROANOKE (Hollins F&R) COUNTY OF ROANOKE (Mt. Pleasant) COUNTY OF ROANOKE COUNTY OF ROANOKE (Read Mt F&R) COUNTY OF ROANOKE (Cave Spring F&R) COUNTY OF ROANOKE (Cave Spring Rescue) COUNTY OF ROANOKE ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS 6461 MERRIMAN RD ROANOKE, VA 24018 6461 MERRIMAN RD ROANOKE, VA 24018 STE 145 541 LUCK AVE SW ROANOKE, VA 24016 900 CHESTNUT ST VINTON, VA 24179 10148 TINSLEY LN BENT MOUNTAIN, VA 24059 5342 INDIAN GRAVE RD ROANOKE, VA 24018 7125 BENT MOUNTAIN RD ROANOKE, VA 24018 6624 PETERS CREEK RD, ROANOKE, VA 24019 9606 BENT MOUNTAIN RD BENT MOUNTAIN, VA 24059 3738 BRAMBLETON AVE ROANOKE, VA 24018 5925 COVE RD, ROANOKE, VA 24019 311 S POLLARD ST VINTON, VA 24179 STE 402 5204 BERNARD DR ROANOKE, VA 24018 150 HERSHBERGER RD ROANOKE, VA 24012 5235 HOLLINS RD ROANOKE, VA 24019 7415 WOOD HAVEN RD ROANOKE, VA 24019 STE 417 5204 BERNARD DR ROANOKE, VA 24018 6303 MERRIMAN RD ROANOKE, VA 24018 56 ROANOKE RIVER PARKWAY, ROANOKE VA 24014 3917 DAUGHTERY RD SALEM, VA 24153 3915 WEST MAIN STREET SALEM, VA 24153 7401 BARRENS ROAD, ROANOKE, VA 24019 2909 JAE VALLEY ROAD, ROANOKE VA 24014 5401 BARNS AVE NW ROANOKE, VA 24019 43 EAST PARK DR. ROANOKE, VA 24019 4212 OLD CAVE SPRING ROAD, ROANOKE, VA 24018 3206 VALLEY FORGE AVENUE, ROANOKE, VA 24018 300 S POLLARD ST VINTON, VA 24179 1200 HARDY RD VINTON, VA 24179 3115 W MAIN ST SALEM, VA 24153 2902 E WASHINGTON AVE VINTON, VA 24179 1002 RUDDELL RD VINTON, VA 24179 3712 CHAPARRAL DR ROANOKE, VA 24018 5437 CRUMPACKER DR ROANOKE, VA 24019 ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS 5000 TITAN TRL ROANOKE, VA 24018 6328 MERRIMAN RD ROANOKE, VA 24018 ROANOKE COUNTY PUBLIC SCHOOLS 3838 OVERDALE RD ROANOKE, VA 24018 ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS 6758 NORTHSIDE HIGH SCHOOL RD ROANOKE, VA 24019 7130 BENT MOUNTAIN RD ROANOKE, VA 24018 4902 HIDDEN VALLEY SCHOOL RD ROANOKE, VA 24018 4880 BRAMBLETON AVE ROANOKE, VA 24018 5005 GRANDIN ROAD EXT ROANOKE, VA 24018 5205 FRANKLIN RD SW ROANOKE, VA 24014 6533 PETERS CREEK RD ROANOKE, VA 24019 ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS ROANOKE COUNTY PUBLIC SCHOOLS 3216 MOUNT PLEASANT BLVD ROANOKE, VA 24014 5901 PLANTATION CIR ROANOKE, VA 24019 2910 E WASHINGTON AVE VINTON, VA 24179 5404 SPRINGLAWN AVE ROANOKE, VA 24018 5901 COVE RD ROANOKE, VA 24019 6810 NORTHSIDE HIGH SCHOOL RD ROANOKE, VA 24019 ROANOKE COUNTY PUBLIC SCHOOLS 5937 COVE RD ROANOKE, VA 24019 EXHIBIT D Sample Bond Form Sample Bond FRANCHISE BOND KNOW ALL MEN BY THESE PRESENTS, THAT Shenandoah Cable Television, LLC, as Principal, and having its executive office in , as Surety, are held and firmly bound unto the , hereinafter referred to as Obligee, in the penal sum of fifty thousand Dollars ($50,000.00) for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents, the liability of the Surety being limited to said penal sum regardless of the number of years this bond remains in force or is renewed, of the number of premiums that shall be payable or paid, the number of Subscribers to the system and/or legal fees which may be required and incurred. WHEREAS, the Obligee has granted a franchise to Principal ("Franchise Agreement") to use the public streets, alleys and public ways to erect, construct, install, and maintain a Cable System and to construct, install, and maintain associated equipment, including wires, cables, conduits and appurtenances necessary to the sale and distribution of Cable Television services in and along the streets, alleys, and other public ways in the , and in and on the property of the WHEREAS, this Bond shall be used to ensure Principal's compliance with the material terms and conditions of the Franchise Agreement, any rules promulgated thereunder, and compliance with all lawful orders, permits, and directions of any agency, commission, board, department, division, or office of the City/Town/County or VDOT having jurisdiction over the acts of the Principal, or defaults under the Franchise Agreement or the payment by Principal of any penalties, liquidated damages, claims, liens, and taxes due the City/Town/County which arise by reason of the construction, operation, or maintenance of Principal's cable system in the City/Town/County, including, restoration of the public rights -of -way and the cost of removal or abandonment of any property of a cable operator. NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall faithfully perform, well and truly observe and fulfill their terms and conditions of the franchise, then this obligation shall be null and void; otherwise it shall remain in full force and effect until cancelled. PROVIDED, HOWEVER, it shall be a condition precedent to any right of recovery hereunder, that in the event of any default on the part of the Principal, a written statement of the particular facts showing the date and nature of such default shall be immediately delivered to the Surety by registered mail at its Home Office at AND PROVIDED FURTHER that no action, suit or proceeding shall be had or maintained against the Surety on this instrument unless same be brought or instituted and process served upon the surety within twelve (12) months after an act of breach or cancellation of this bond or termination of said franchise, whichever occurs first. It is hereby understood and agreed that this bond may not be cancelled without the consent of the City/Town/County until sixty (60) days after receipt by the City/Town/County by registered mail, return receipt requested, of a written notice of intent to cancel or not renew. Such cancellation shall not affect any liability incurred or accrued under this Bond prior to the effective date of such termination or cancellation. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this day of _, 2023. Witness: Shenandoah Cable Television, LLC By: Witness: SURETY By: SURETY ACKNOWLEDGMENT STATE OF COUNTY/CITY OF On this day of , , personally appeared known to me to be the Attorney in Fact of and acknowledged to me that he executed the within instrument first written above. Notary Public Commission expires: Page 50 ACTION NO. ITEM NO. F.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Resolution requesting the Commonwealth Transportation Board fund a Transportation Alternatives Program project in fiscal years 2025 and 2026 for the Glade Creek Greenway in Vinyard Park East in the Vinton Magisterial District SUBMITTED BY: Megan G. Cronise Assistant Director of Planning APPROVED BY: Richard L. Caywood County Administrator ISSUE: A public hearing and resolution of support from the Board of Supervisors is necessary to submit a grant application for Transportation Alternatives Program funding for fiscal years 2025 and 2026 for the Glade Creek Greenway in Vinyard Park East. BACKGROUND: The Transportation Alternatives Program (TAP) provides eighty percent (80%) Federal funding for a twenty percent (20%) percent local match to fund community -based projects that expand non -motorized travel choices and enhance the transportation experience by improving the cultural, historical and environmental aspects of the transportation infrastructure. The program focuses on providing pedestrian and bicycle facilities, community improvements and mitigating the negative impacts of the highway system while also strengthening the local economy, improving quality of life and protecting the environment. The Virginia Department of Transportation (VDOT) administers the program. For the TAP application to be eligible for submission, the Roanoke County Board of Supervisors must hold a public hearing and adopt a resolution supporting the project. The application is due October 2, 2023. Glade Creek Greenway is identified in the 2018 Roanoke Valley Greenway Plan, which was adopted by the Roanoke County Board of Supervisors in September 2018. The Town of Vinton has constructed two segments of the greenway, a third segment is Page 1 of 2 nearing construction and a fourth segment (Phase 3) is funded for design. Roanoke County obtained funding in 2022 for Phase 4 through Vinyard Park West, which is currently in design. DISCUSSION: The proposed half -mile asphalt Glade Creek Greenway segment in Vinyard Park East will continue to extend the greenway east, towards residential neighborhoods in the City of Roanoke and Roanoke County. These neighborhood connections will enable residents to walk from their homes along the Glade Creek Greenway to Tinker Creek Greenway and to the Roanoke River Greenway. Roanoke County Planning, Development Services and Parks, Recreation and Tourism staff have collaborated with City of Roanoke and VDOT staff to determine the location and features of a Berkley Road at -grade crosswalk and the general location of the greenway. Roanoke County anticipates administering the proposed project. Because the proposed greenway is located entirely within County -owned property (with the exception of the Berkley Road crosswalk on City right-of-way), no right-of-way will be needed from private property owners. FISCAL IMPACT: The total estimated cost of the Glade Creek Greenway through Vinyard Park West is approximately $1 million. A Capital Improvement Program project will be submitted for fiscal year 2025-2033 for the required 20 percent (20%) match funding, which will not exceed $200,000. STAFF RECOMMENDATION: Staff recommends approving the resolution of support for the Transportation Alternatives Set -Aside Program application for fiscal years 2025 and 2026 for the Glade Creek Greenway in Vinyard Park East. Page 2 of 2 tFE .NA REVISIONS 041E VINYARD PARK EAST ) — — ( IN FEET 1 in... R. GLADE CREEK GREENWAY - VINYARD PARK EAST 2 EXISTING PARKING LOT COATE: Ei./2023 DRAWING DV: BWE DESIGNED eV: BWE vAPPROVED BY: MKS REC SHEET OF 2 REVISIONS 041E GLADE CREEK GREENWAY - VINYARD PARK EAST 2 CO,E: Ei./2023 DRAWING DV: BWE DESIGNED eV: BWE vAPPROVED BY: MKS REC SHEET 2 2 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER, ON TUESDAY, SEPTEMBER 26, 2023 RESOLUTION REQUESTING THAT THE COMMONWEALTH TRANSPORTATION BOARD FUND A TRANSPORTATION ALTERNATIVES PROGRAM PROJECT IN FISCAL YEARS 2025 AND 2026 FOR THE GLADE CREEK GREENWAY IN VINYARD PARK EAST IN THE VINTON MAGISTERIAL DISTRICT WHEREAS, in accordance with the Commonwealth Transportation Board construction allocation procedures, it is necessary that a request by resolution be received from the local government or state agency in order that the Virginia Department of Transportation ("VDOT") establish a Transportation Alternatives Program project to be administered by Roanoke County; and WHEREAS, the proposed Glade Creek Greenway at Vinyard Park East meets the goals of the Transportation Alternatives Program by providing a pedestrian and bicycle facility that will expand non -motorized travel choices, strengthen the local economy, improve quality of life and protect the environment; and WHEREAS, the Glade Creek Greenway is included in the 2018 Roanoke Valley Greenway Plan, which was adopted by the Board of Supervisors on September 25, 2018, as an amendment to the Comprehensive Plan; and WHEREAS, a public hearing was held on September 26, 2023, to receive public comment on the proposed Glade Creek Greenway through Vinyard Park East. NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of Roanoke County, Virginia, as follows: Page 1 of 3 1. That the Roanoke County Board of Supervisors requests that the Commonwealth Transportation Board provide funding for the Glade Creek Greenway through Vinyard Park East. 2. That the Roanoke County Board of Supervisors hereby commits to provide a minimum twenty percent (20%) matching contribution for this project and any additional funds necessary to complete the project. 3. That the Roanoke County Board of Supervisors hereby agrees to enter into a project administration agreement with VDOT and provide the necessary oversight to ensure the project is developed in accordance with all state and federal requirements for design, right of way acquisition, and construction of a federally funded transportation project. 4. That the Roanoke County Board of Supervisors will be responsible for maintenance and operating costs of any facility constructed with Transportation Alternatives Program funds unless other arrangements have been made with VDOT. 5. That if the Roanoke County Board of Supervisors subsequently elects to cancel this project, the Roanoke County Board of Supervisors hereby agrees to reimburse VDOT for the total amount of costs expended by VDOT through the date VDOT is notified of such cancellation. The Roanoke County Board of Supervisors also agrees to repay any funds previously reimbursed that are later deemed ineligible for such use by the Federal Highway Administration. 6. That the Roanoke County Board of Supervisors hereby grants authority for the County Administrator, Deputy County Administrator or Assistant County Page 2 of 3 Administrator to execute project agreements for an approved Transportation Alternatives Program project for Fiscal Years 2025 and 2026. Page 3 of 3 ACTION NO. ITEM NO. G.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Public hearing to receive citizen comments regarding proposed amendments to the fiscal year 2023-2024 budget in accordance with Code of Virginia Section 15.2-2507 SUBMITTED BY: Laurie Gearheart Director of Finance and Management Services APPROVED BY: Richard L. Caywood County Administrator ISSUE: Public hearing for budget amendment BACKGROUND: This is a public hearing to secure citizen's comments concerning amending the fiscal year 2023-2024 budget by adjusting the aggregate amount to be appropriated during the fiscal year by $3,777,457 from the Virginia Department of Housing and Community Development in response to the 2022 award of funds from Virginia Telecommunications Initiative Grant, and appropriating such funds to the County's grant fund for subsequent distribution to the Roanoke County Economic Development Authority to provide economic development incentive grants to internet service providers DISCUSSION: Section 15.2-2507 of the Code of Virginia, as amended, provides that whenever such amendment exceeds one (1) percent of the total expenditures shown in the adopted budget, the County must publish notice of a meeting and public hearing. The notice must state the County's intent to amend the budget and include a brief synopsis of the proposed budget amendment(s). This notice was published on September 19, 2023. Page 1 of 2 FISCAL IMPACT: There is no fiscal impact as a result of the public hearing. Requests for the appropriation will occur later on in this agenda. STAFF RECOMMENDATION: It is recommended that the Board hold the required public hearing. Board action appropriating funds, as provided in this notice, will occur later during this meeting. Conducting the public hearing does not guarantee the requested appropriation will be approved. Page 2 of 2 ACTION NO. ITEM NO. H.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Appointments to Committees, Commissions and Boards SUBMITTED BY: Deborah C. Jacks Chief Deputy Clerk to the Board of Supervisors APPROVED BY: Richard L. Caywood County Administrator ISSUE: Open district appointments BACKGROUND: 1. Roanoke County Board of Zoning Appeals: Robert Arthur's five (5) year term representing the Windsor Hills Magisterial District expired June 30, 2022. Mr. Arthur does not wish to be reappointed. 2. Roanoke County Economic Development Authority (EDA)(appointed by District): Steve Musselwhite's four-year term on the EDA expired on September 26, 2021 and he does not wish to be reappointed. 3. Roanoke County Parks, Recreation and Tourism Advisory Commission (appointed by District): The following appointments remain open: Mike Roop's three (3) year term representing the Vinton Magisterial District expired June 30, 2019. Rich Tomlinson's three (3) year term representing the Vinton Magisterial District Page 1 of 2 expired June 30, 2021. Murray Cook's three (3) year term representing the Windsor Hills Magisterial District expired June 30, 2020. There is also one open Windsor Hills Magisterial District appointee. FISCAL IMPACT: There is no fiscal impact associated with this agenda item. Page 2 of 2 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 RESOLUTION APPROVING AND CONCURRING IN CERTAIN ITEMS SET FORTH ON THE BOARD OF SUPERVISORS AGENDA FOR THIS DATE DESIGNATED AS ITEM I- CONSENT AGENDA BE IT RESOLVED by the Board of Supervisors of Roanoke County, Virginia, as follows: That the certain section of the agenda of the Board of Supervisors for September 26, 2023, designated as Item I - Consent Agenda be, and hereby is, approved and concurred in as to each item separately set forth in said section designated Items 1 through 10 inclusive, as follows: 1. Approval of minutes — July 11, 2025; July 25, 2023 2. The petition of Terry Dooley, Jr. to obtain a special use permit to operate a short-term rental on approximately 0.2363 acre of land zoned R-1, Low Density Residential District, located at 4501 Girard Drive, Cave Spring Magisterial District (First Reading and request for Public Hearing and Second Reading) 3. The petition of Glenmary Drive Roanoke LLC to amend a portion (approximately 19.06 acres) of the Roanoke County Center for Research and Technology Master Plan to allow warehousing and distribution as a permitted use, located within the 5200 and 5300 blocks of Glenmary Drive, Catawba Magisterial District (First Reading and request for Public Hearing and Second Reading) 4. Resolution authorizing execution and recordation of a Deed Restriction designating a permanent stormwater management reserve area for stormwater management and maintenance on property owned by the Board of Supervisors at 0 West Riverside Drive, Salem, Virginia, and identified as Roanoke County Tax Map Number 056.01-01-17.00-0000, in the Catawba Magisterial District (First Reading and request for Second Reading) 5. Ordinance accepting and appropriating funds in the amount of $3,777,457 from the Virginia Department of Housing and Community Development in response to the 2022 award of funds from the Virginia Telecommunications initiative grant, and appropriating such funds to the County's grant fund for subsequent Page 1 of 2 distribution to the Roanoke County Economic Development Authority to provide economic development incentives to internet service providers (Second Reading) 6. Ordinance of the Board of Supervisors of the County of Roanoke, Virginia approving the refinancing of a lease transaction that originally financed various capital projects for the County and authorizing the continued leasing of certain County -owned property, the execution and delivery of a prime lease and a local lease acquisition agreement and financing lease, and other related actions (Second Reading) 7. Ordinance authorizing the execution of an amendment to the Memorandum of Understanding with Blue Ridge Behavioral Healthcare and other local government entities governing the Marcus Alert Program for the Roanoke Valley (Second Reading) 8. Request to accept and allocate the grant funds in the amount of $147,276 from the Division of Motor Vehicles for the purpose of Selective Enforcement 9. Request to approve the Board of Supervisors budget development calendar for fiscal year 2024-2025 10. Resolution granting a waiver to Hollins University under Section 13-23 of the Roanoke County Code to the provisions of the County's Noise Ordinance, Article II. Noise of Chapter 13. Offenses — Miscellaneous Page 2 of 2 ACTION NO. ITEM NO. 12 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: The petition of Terry Dooley, Jr. to obtain a special use permit to operate a short-term rental on approximately 0.2363 acre of land zoned R-1, Low Density Residential District, located at 4501 Girard Drive, Cave Spring Magisterial District SUBMITTED BY: Philip Thompson Director of Planning APPROVED BY: Richard L. Caywood County Administrator ISSUE: Consent agenda item for first reading of an ordinance. BACKGROUND: The first reading of this ordinance is accomplished by adoption of this ordinance in the manner of consent agenda items. The adoption of these items does not imply approval of the substantive content of the requested zoning actions; rather, approval satisfies the procedural requirements of the County Charter and schedules the required public hearing and second reading of these ordinances. The second reading and public hearing on this ordinance is scheduled for October 24, 2023. The title of this ordinance is as follows: The petition of Terry Dooley, Jr. to obtain a special use permit to operate a short-term rental on approximately 0.2363 acre of land zoned R-1, Low Density Residential District, located at 4501 Girard Drive, Cave Spring Magisterial District. DISCUSSION: There is no discussion on this item. Page 1 of 2 FISCAL IMPACT: There is no fiscal impact on this agenda item. STAFF RECOMMENDATION: Staff recommends as follows: 1. That the Board approve and adopt the first reading of this ordinance for the purpose of scheduling the second reading and public hearing for October 24, 2023. 2. That this section of the agenda be, and hereby is, approved and concurred in as to each item separately, and that the Clerk is authorized and directed where required by law to set forth upon any of said items the separate vote tabulation for any such item pursuant to this action. Page 2 of 2 County of Roanoke Community Development Planning & Zoning 5204 Bernard Drive P Q Box 29800 Roanoke, VA 24018 (540) 772-2068 FAX (540) 776-7155 For Staff Use Only Date received: Received by. Application fee: PCJBZAdate: Placards issue!: BOS date: Case Number ALL APPLICANTS Check type of application filed (check all that apply) ❑ Rezoning eSpecial Use o Variance o Waiver o Administrative Appeal o Comp Plan (15.2-2232) Review Applicantsfname/address w/zip ` e'A'`y U © I e „I r 3/0 e"S Jte O� ifre,s., 7ri4 64 3 P "LG f Phone: Cell #: 6-1 O - 5 ' - 8'01 _le,� Email: 4e, P a .0, o.Cspy Contact for Legal Ads rt , • L Owner's name/address w/zip Phone #: Cell #: Email: pee P�i 5d li or P OQ IJ o ke, VA '2'/ 011 Magisterial District: 6-4Vt 5-p r i fl Community Planning area: J Tax Map Na: Existing Zoning: p 1 Size of parcel(s): Acres: O. 2 36 3 Existing Land Use: cm" 1 ! / / EtAi ! i jI 1 /� i/la,i `/(1 REZONING, SPECIAL USE PERMIT, WAIVER AND COMP PLAN (15 2-2232) REVIEW APPLICANTS (R/S/W/CP) Proposed Zoning: l .1 S Proposed I and Use: AI Tt Fs'/ f or+ r,h Does the parcel meet the minimum lot area, width, and frontage requirements of the requested district`? Yes' No IF NO, A VARIANCE IS REQUIRED FIRST (Rezoning). Does the parcel meet the minimum criteria for the requested Use Type in Article IV (Special Use Permit)? Yes No IF NO, A VARIANCE IS REQUIRED FIRST If rezoning request, are conditions being proffered with this request? Yes No VARIANCE, WAIVER AND ADMINISTRATIVE APPEAL APPLICANTS (V/W/AA) Variance/Waiver of Section(s) of the Roanoke County Zoning Ordinance in order to: Appeal of Zoning Administrator's decision to Appeal of Interpretation of Section(s): of the Roanoke County Zoning Ordinance Appeal of Interpretation of Zoning Map to Is the application complete? Please check if enclosed. APPLICATION WILL NOT BE ACCEPTED IF ANY OF THESE ITEMS ARE MISSING OR INCOMPLETE. R/S/W/CP V/AA Consultation Application Justification I hereby certify that I am either the owner of the consent f the owner. R/S/1V/CP V/AA R 1 /2" x 11 " concept plan Metes and bounds description Water and sewer application Rperty ar�r' agent or 12I5/11IC P vi & 1.1 Application fee Proffers, if applicable Adjoining property owners et purchaser and am acting with the knowledge and Owner's Signature 2 JUSTIFICATION FOR REZONING, SPECIAL USE PERMIT.' WAIVER OR COMP PLAN p s.-zzsz} REVIEW REQUESTS Appincars. Tull col t?. y The Planning Commission will study rezoning, special use permit waiver or community plan (15.2-2232) review requests to determine the need and justification for the change in terms of public health, safety, and general welfare. Please answer the following questions as thoroughly as possible. Use additional space if necessary. Please explain how the request furthers the purposes of. the Roanoke County Ordinance as well as the purpose found at the beginning o.0 the applicable zoning district classification in the Zoning Ordinance, The, G0erg.fit Bans,+y Of fe.rvla+;On a„e( +ht, n�i ilbatAQ07d in �Hlbr4,/ Wav(d Adht. nde�a-Elver. ,�rnlo{u+ad Or 4l710,t6C1 My f�Mil 4947 a'S or to fieop/a d 2 Votiwlll+4 Mf y Q� 1 t'i�e. rc. s idc,r, � � use, wflv).l rrr'9rtln vrifh 1-last, sable. et74cii4-;Pelt. The. ,�na4_ 5�i'an etr 1 d- 1 M �!e!lL4+., ?r M � pun Cl d / 4?i /7 "'V/al . r�C; 4"1 a, 411y 1v2S+ 1-4* Wpt./Cl 5+4y in My A#A+e. w/M 4/I Gcfa.i-5 Ole � �Jrfor fro c°-n'v,�. �11 '0_net, Please explain how the project conforms to' the general guidelines and policies contained in the Roanoke County Community Plan. i' e,1 4.444, lilt C044";40 , 4o 4a vstd s+ri4 Hy As sr.+e(1G t7 Aerie, tart f4rctnrai 4nI On(y hi1n S-1-4 4%41461$ 760,- 4,70,1it. roll/14,1.r^j - S/a , list of 4-/.e. /IaMt wilj.,a+ Gh i y to +hese, l00Ie+41 16.0e. Spar/1 fa Ali Iy GurrQ'1 f 1y ILA trthats /i !- e d 4e'0M9d et fitDM icor 7ei1ki, . !'t+vrni=1 4-, st,e. or Al r ve.s+'t, k"kd,. rtet,-r1 j4 h> f ��,y I ) 1 ML "faviC4.S he— b1,4-+ G O tiltd'f i(,1J n2i�.0 4t�ti Al i $v, o t ,t l�dk I to P48My, 1 Please describe the impacts) of the request on the property itself, the adjoining properties, and the surrounding area, as well as the impacts on public services and facilities, including water/sewer, roads, schools, parks/recreation and fire and rescue. ®Mi, hp3 0441111 gv4r-furs 4--e oteeemA,od444- M , faMrf y pf � Z a.dvl+s etnd 7 tiffs, w -14 Z 1Dci-Nl 'lied eiolvl ' I vtrJ 1411 pc 1144ie1 ►ri4-L ekt., 40+.0. re,ove.Or f if vie,t! i~.�s a� 5110 f" 7r"h t'. rn'�'a.) Mpv:nj Lrf1l ara{1, d1rn tits S' a.� 4LYi, I44r.43ie( or 4A�p!: d env Skrt�I Js c i rtli ' Jdi 4vrrAf el/ 1 +/CS/c t,J yr " %1 l 10eat �n��As f L -dry . Th;, NI II as+ C-114.1Nit 3 CONCEPT PLAN CHECKLIST A concept plan of the proposed project must be submitted with the application. The concept plan shall graphically depict the land use change, development or variance that is to be considered. Further, the plan shall address any potential land use or design issues atising from the request. In such cases involving rezonings, the applicant may proffer conditions to limit the future use and development of the property and by so doing, correct any deficiencies that may not be manageable' by County permitting regulations. The concept plan should not be confused with the site plan or plot plan that is required prior to the issuance of a building permit. Site plan and building permit procedures ensure compliance with State and County development regulations and may require changes to the initial concept plan. Unless limiting conditions are proffered and accepted in a rezoning or imposed on a special use permit or variance, the concept plan may be altered to the extent permitted by the zoning district and other regulations. A concept plan is required with all rezoning, special use permit, waiver, cornrnunity plan (15.2-2232) review and variance applications. The plan should be prepared by a professional site planner. The level of detail may vary, depending on the nature of the request. The County Planning Division staff may exempt some of the items or suggest the addition of extra items, but the follow' are considered minimum: ALL APPLICANTS a. Applicant name and name of development b. Date, scale and north arrow _ c. Lot size in acres or square feet and dimensions d. Location, names of owners and Roanoke County tax map numbers of adjoining properties e. Physical factures such as ground cover, natural watercourses, floodplain, etc. f The zoning and land use of all adjacent properties - g. All property lines and easements �. h. All buildings, existing and proposed, and dimensions, floor area and heights i, Location, widths and names of all existing or platted streets or other public ways within or adjacent to the development - j. Dimensions and locations dull driveways, parking spaces and loading spaces Additional infer ination required forR ZONING and SPECIAL USE P.IRr1QTAPPLICANTS k. Existing utilities (water, sewer, storm drains) and connections at the site 1. Any driveways, entrances/exits, curb openings and crossovers m. Topography map in a suitable scale and contour intervals n. Approximate street grades and site distances at intersections o. Locations of all adjacent fire hydrants - p. Any proffered conditions at the site and how they are addressed q. If project is to be phased, please show phase schedule I certify that all items required in the checklist above are complete. ,mot...., Signature of applicant Community Development Planning & Zoning Division NOTICE TO APPLICANTS FOR REZONING, SUBDIVISION WAIVER, ?UBE , STREET WAIVER, OR SPECIAL USE PERMIT PETITION PLANNING COMMISSION APPLICATION ACCEPTANCE PROCEDURE The Roanoke County Planning Commission reserves the right to continue a Rezoning, Subdivision Waiver, Public Street Waiver or Special Use Permit petition if new or additional information is presented at tr., public hearing, If it is the opinion of the majority of the Planning Commissioners present at the scheduled public hearing that sufficient time was not available for planning staff and/or an outside referral agency to adequately evaluate and provide written comments and suggestions on the new or additional information prior to the scheduled public hearing then the Planning Commission may vote to continue the petition. This continuance shall allow sufficient time for all necessary reviewing parties to evaluate the new or additional information and provide written comments and suggestions to be included in a written memorandum by planning staff to the Planning Commission_ The Planning Commission shall consult with planning staff to determine if a continuance may be warranted. POTENTIAL OF NEED FOR TRAFFIC ANALYSES AND/OR TRAFFIC IMPACT STUDY The Roanoke County Planning Commission reserves the right to continue a Rezoning, Subdivision Waive_-_ Public Street Waiver, or Special Use Permit petition if the County Traffic Engineer or staff from the Virginia Department of Transportation requests further traffic analyses and/or a traffic impact study that would be beneficial in making a land use decision (Note: a list of potential land uses and situations that would necessitate further study is provided as part of this application package). This continuance shall allow sufficient time for all necessary reviewing parties to evaluate the required traffic analyses and/or traffic impact study and to provide written comments and/or suggestions to the planning staff and the PIanning Commission. If a continuance is warranted, the applicant will be notified of the continuance and the newly scheduled public hearing date. Te rry oe le, Name of Petitioner's Signature Effective date: April 19, 2005 8 . GK Yet,/ fro (-\r Y(ri / Apil ROANOKE Ai COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District: Account: 33190 Card 1 of 1 Cave Spring Owner Name and Mailing Address: DOOLEY TERRY W JR ; DOOLEY SAMANTHA L 4501 GIRARD DR ROANOKE VA 24018 Current Property Assessment 2023 Total Building Value: 162700 Total Land Value: 48000 Total Value: 210700 Narrative Description This property contains 1 Lot of land with a(n) SINGLE FAMILY RESIDENCE style building, Built about 1966, having primary FACE BRICK exterior and ASPHALT / COMPOSITION SHINGLE roof cover, 3 bedroom(s), 1 full bath(s), I half bath(s). Property Characteristics Jurisdiction: Roanoke County Legal Description: LT 8 BLK 2 SEC 2 ETON HILL Deeded Acreage: 1 Lot Neighborhood: G021 / ETON HILLS Estimated Acreage: 0.2363 AC Census Block: 511610308032018 Vacant Land: NO Land Use Program: NO Sales Information Most Recent Sales Sale Date Sale Price Legal Reference 6/30/2020 173000 DB202006930 4/24/2019 0 DB201903359 10/19/1994 97500 DB0014591796 8/1/1989 85000 DB0013100976 1/1/1900 0 PB0000600004 1/1/1900 0 DB0012100477 1 7/23/2023 ROANOKE .i COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District: Cave Spring Account: 33190 Card 1 of 1 Split: Zoning Code County-R 1 Action No: Date: Ordinance: Name: Zoning Description Low Density Residential Zoning Information 2 7/23/2023 ROANOKE Ank COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District Cave Spring Account: 33190 Card l of l Emergency Communications: Airport: No Wellhead Protection: No Floodplain: No Overlay Districts No Roanoke River Conservation: No *Manufactured Housing: No Clearbrook Village: No *For more Information on Roanoke County Zoning, please call 540-772-2068 or visit https://www.roanokecountyva.gov/pz Community number: 510190 Flood Certificates FIRM Panel: 51161CO232G Flood Zone: X Flood Zone Information Effective Date: 9/28/2007 Floodway: Building Description Building Type: SINGLE FAMILY RESIDENCE Year Built: 1966 Finished Area (SF): 1200 Style/Story Height: RANCH WITH BASEMENT Bedrooms: 3 Full Baths: 1 Half Baths: 1 Air Conditioning: 100% Heating: 100% Heating Type: AIR -DUCTED Heating Fuel: GAS Foundation Type: Roof Structure: Roof Cover: Primary Exterior Wall: Secondary Exterior Wall: Primary Interior Walls: DRYWALL Secondary Interior Wall: Primary Floors: Secondary Floors: Basement Garage: Fireplace: CONTINUOUS FOOTING HIP ASPHALT / COMPOSITION SHINGLE FACE BRICK CARPET HARDWOOD 1 FIREPLACE 3 7/23/2023 ROANOKE ANk COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District: Account: 33190 Card 1 of 1 Cave Spring Building Areas Sub Area Sketched Area Finished Arca Perimeter BASE BSMT - SFIN I3SMT - UNFIN PATIO STOOP 1200 1200 146 600 0 0 600 0 0 240 0 64 35 0 24 4 7/23/2023 Aol ROANOKE AR COUNTY VA Property Location: 4501 GIRARD DR Parcel 1D: 077.17-02-40.00-0000 Magisterial District: Cave Spring Account: 33190 Card 1 of 1 20 PTO (240} 12 B AS (1200) 17 2 3 29 7 STP b (35) 12 Sum Area by Label: BAS=1200 (ADJ=1200) STP=35 (A13J=35) PTO =240 (ADJ=240) TatArea:1475 TatAdj Area: 1475 U nSketched Subareas: U 6ht (600} 5SBM (600) 5 7/23/2023 ROA►NOKE COUNTY VA Property Location: 4501 GIRARD DR Parcel ED: 077.17-02-40.00-0000 Magisterial District: Account: 33190 Card 1 of 1 Cave Spring Trash Service: Monday Bulk & Brush Pickup: A Route Recycling: Map Brambleton Teen Center (0.57 miles) Recreational Center: Map Brambleton Recreation Center (0.57 miles) Library: Map South County Library (2.19 miles) Services Western Virginia Water Authority Services: Water, Sewer Website Police Station: Map Public Safety Center. 5925 Cove Rd, Roanoke VA Fire Station: Cave Spring Elementary School: Middle School: High School: Green Valley Hidden Valley Hidden Valley Schools 6 7/23/2023 ROANOKE COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District: Account: 33190 Card 1 of 1 Cave Spring Satellite Provider Name Broadband Providers Upload Speed Download Speed HUGHESNET Data Not Available Data Not Available DISHNET SATELLITE BROADBANE Data Not Available Data Not Available SKYCASTERS Data Not Available Data Not Available VIASAT INC Data Not Available Data Not Available Wireless 4G Provider Name Upload Speed Download Speed AT&T MOBILITY Data Not Available Data Not Available NTELOS Data Not Available Data Not Available SPRINT Data Not Available Data Not Available T-MOBILE Data Not Available Data Not Available US CELLULAR Data Not Available Data Not Available VERIZON WIRELESS Data Not Available Data Not Available Wireless LTE Provider Name Upload Speed Download Speed AT&T MOBILITY Data Not Available Data Not Available T-MOBILE Data Not Available Data Not Available US CELLULAR Data Not Available Data Not Available VERIZON WIRELESS Data Not Available Data Not Available Wireline Cable Provider Name Upload Speed Download Sneed COX COMMUNICATIONS Data Not Available Data Not Available 7 7/23/2023 _Ai, ROANOKE k COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District: Cave Spring Account: 33190 Card 1 of 1 Wireline DSL Provider Name Upload Speed Download Speed VERIZON VIRGINIA LLC Data Not Available Data Not Available 8 7/23/2023 44 ROANOKE COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District: Cave Spring Account: 33190 Card 1 of 1 Pictometry Tax Map r o} 4501 11 22.00 4502 21 21.00 Eton Hats Sec 2 81k: 1 3i 42 Eton lids Sec. 2 EA' 3 `,Rgtl) [) R 103.03 4515 9 41 00 50 ge Eton HMIs Sec: 2 Bik: 2 4508 39.00 9072 4525 h 10 42,00 TS 70 4514 38.00 t+3 9 7/23/2023 ROANOKE Ain COUNTY VA Property Location: 4501 GIRARD DR Parcel ID: 077.17-02-40.00-0000 Magisterial District: Account: 33190 Card 1ofl Hybrid Cave Spring 10 7/23/2023 Roanoke County, Virginia 2019 Aerial Map Terry Dooley Jr. 4501 Girard Dr, 0 7 7.1 7-0 2-40.00-0000 Lot Size: 0.24 Current Zoning: R-1 Proposed Zoning: R-1 S Proposed SUP for Short - Term Rental Magisterial District: Cave Spring Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. Roanoke VA 24018 Feet 0 70 140 280 Date: 8/15/2023 1:2,257 Roanoke County, Virginia 2019 Zoning Map Terry Dooley Jr. 4501 Girard Dr, 0 7 7.1 7-0 2-40.00-0000 Lot Size: 0.24 Current Zoning: R-1 Proposed Zoning: R-1 S Proposed SUP for Short - Term Rental Magisterial District: Cave Spring Zoning C1 R1 Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. roANQKKE Roanoke VA 24018 Feet 0 35 70 140 Date: 8/15/2023 1:1,128 W4 E s �sz rh1/5/U414NR86.- Nr�. Roanoke County, Va 2022, Roanoke County, Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community Roanoke County, Virginia 2019 FLU Map Terry Dooley Jr. 4501 Girard Dr, 0 7 7.1 7-0 2-40.00-0000 Lot Size: 0.24 Current Zoning: R-1 Proposed Zoning: R-1 S Proposed SUP for Short - Term Rental Magisterial District: Cave Spring Future Land Use Neighborhood Conservation Core l Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. ROANOKE Roanoke VA 24018 Feet 0 35 70 140 Date: 8/15/2023 1:1,128 Roanoke County, Va 2022, Roanoke County, Source: Esri, Maxar, Earthstar Geographics, and tie GIS User Community ACTION NO. ITEM NO. 13 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: The petition of Glenmary Drive Roanoke LLC to amend a portion (approximately 19.06 acres) of the Roanoke County Center for Research and Technology Master Plan to allow warehousing and distribution as a permitted use, located within the 5200 and 5300 blocks of Glenmary Drive, Catawba Magisterial District SUBMITTED BY: Philip Thompson Director of Planning APPROVED BY: Richard L. Caywood County Administrator ISSUE: Consent agenda item for first reading of an ordinance. BACKGROUND: The first reading of this ordinance is accomplished by adoption of this ordinance in the manner of consent agenda items. The adoption of these items does not imply approval of the substantive content of the requested zoning actions; rather, approval satisfies the procedural requirements of the County Charter and schedules the required public hearing and second reading of these ordinances. The second reading and public hearing on this ordinance is scheduled for October 24, 2023. The title of this ordinance is as follows: The petition of Glenmary Drive Roanoke LLC to amend a portion (approximately 19.06 acres) of the Roanoke County Center for Research and Technology Master Plan to allow warehousing and distribution as a permitted use, located within the 5200 and 5300 blocks of Glenmary Drive, Catawba Magisterial District. Page 1 of 2 DISCUSSION: There is no discussion on this item. FISCAL IMPACT: There is no fiscal impact on this agenda item. STAFF RECOMMENDATION: Staff recommends as follows: 1. That the Board approve and adopt the first reading of this ordinance for the purpose of scheduling the second reading and public hearing for October 24, 2023. 2. That this section of the agenda be, and hereby is, approved and concurred in as to each item separately, and that the Clerk is authorized and directed where required by law to set forth upon any of said items the separate vote tabulation for any such item pursuant to this action. Page 2 of 2 County of Roanoke Community Development Planning & Zoning 5204 Bernard Drive P © Box 29800 Roanoke, VA 24018 (540) 772-2068 FAX (540) 776-7155 For Staff Use Onl Date received: /idle Received by: I- .r -'S Application fee: PCIBZA date: IU/a l a'a-D-3 Placards issued: BOS date: l e' JD>Lt 11 D), 0.2 Case Number ‘ 3 - lb 1201. 3 ALL APPLICANTS Check type of application filed (check all that apply) /Rezoning ❑ Special Use ❑ Variance ❑ Waiver ❑ Administrative Appeal ❑ Comp Plan (15.2-2232) Review Applicants name/address w/zip GLENMARY DRIVE ROANOKE LLC 6101 CARNEGIE BLVD, STE 180 CHARLOTTE, NC 28209 Phone: 252-229-2501 Work: Cell #: 252-229.2501 Fax No.: Owner's name/address w/zip ECONOMIC DEVELOPMENT AUTHORITY- ; OF ROANOKE COUNTY CfO MEGAN BAKER PO BOX 29800 ROANOKE VA Phone #: 540.597-2256 Work: Fax No. #: Property Location GLENMARY DRIVE AT CORPORATE CIRCLE Magisterial District: CATAWBA Community Planning area: GLENVAR Tax Map No.: 054.00-01-02.02-0000 (portion) — Existing Zoning: PTD Size of parcel(s): Acres: 19+ acres (out of 29.56 acres) Existing Land Use: VACANT REZONING, SPECIAL USE PERMIT, WAIVER AND COMP PLAN (15.2-2232) REVIEW APPLICANTS (R/SIWICP) Proposed Zoning: PTD (NO CHANGE) Proposed Land Use: WAREHOUSE AND DISTRIBUTION (TO BE ADDED AS AN ALLOWED USE ON THE MASTER PLAN ) Does the parcel meet the minimum lot area„ width, and frontage Yes/ No L IF NO, A VARIANCE IS REQUIRED Does the parcel meet the minimum criteria for the requested IF NO, A VARIANCE IS REQUIRED FIRST If rezoning request, are conditions being proffered with this requirements of the requested district? FIRST (Rezoning). Use Type in Article IV (Special Use Permit)? YesV No C request? Yes a No9" oh 1 2 a it ***Nc: VARIANCE, WAIVER AND ADMINISTRATIVE APPEAL APPLICANTS (VOW/AA) Variance/Waiver of Section(s) of the Roanoke County Zoning Orli i :nee in order to: o p 2323 Appeal of Zoning Administrator's decision to01 G \� Appeal of interpretation of Section(s): of the Roanoke County Zoning Ordinan I/2Vhka� r- ta��,111,11E . Appeal of Interpretation of Zoning Map to Is the application complete? Please check if enclosed. APPLICATION WILL NOT BE ACCE 5! IF ANY OF in,: ITEMS ARE MISSING OR INCOMPLETE. R/S/WVICP VIAA MAIM !'EI 1 her R/S/WV/CP V/AA Consultation Application Justification y certify that 1 am either the owner of the property or consent f the owner. R/SIWI VIAA 8 1/2" x 11" concept plan Metes and bounds description Water and sewer application Application fee Proffers, if applicable Adjoining property owners IV N owner's agent or contract purchaser and am acting with the knowledge and 'c Owner's Signature 2 JUSTIFICATION FOR REZONING, SPECIAL USE PERMIT WAIVER OR COMP PLAN (15.2-2232) REVIEW REQUESTS Applicant GLENMARY DRIVE ROANOKE The Planning Commission will study rezoning, special use permit waiver or community plan (15.2-2232) review requests to determine the need and justification for the change in terms of public health, safety, and general welfare. Please answer the following questions as thoroughly as possible. Use additional space if necessary. Please explain how the request furthers the purposes of the Roanoke County Ordinance as well as the purpose found at the beginning of the applicable zoning district classification in the Zoning Ordinance. See attached Please explain how the project conforms to the general guidelines and policies contained in the Roanoke County Community Plan. See attached Please describe the impact(s) of the request on the property itself, the adjoining properties, and the surrounding area, as well as the impacts on public services and facilities, including water/sewer, roads, schools, parks/recreation and fire and rescue. See attached. 3 JUSTIFICATION FOR VARIANCE REQUEST Applicant GLENMARY DRIVE ROANOKE LLC The of Zoning Appeals is required by Section 15.2-2309 of the Code of Virginia to consider the following factors before a variance can be granted. Please read the factors listed below carefully and in your own words, describe how the request meets each factor. If additional space is needed, use additional sheets of paper. 1. The variance shall not be contrary to the public interest and shall be in harmony with the intended spirit and purpose of the Zoning Ordinance. - NOT APPLICABLE NOT APPLICABLE 2. The variance will not be of a substantial detriment to the adjacent properties or the character of the district. NOT APPLICABLE 3. Evidence supporting claim: NOT APPLICABLE 4 JUSTIFICATION FOR ADMINISTRATIVE APPEAL REQUEST Applicant GLENMARY ROAD ROANOKE LLC Please respond to the following as thoroughly as possible. If additional space is needed, use additional sheets of paper. 1. Reasons for appeal: NOT APPLICABLE 2. Evidence supporting claim: NOT APPLICABLE 5 CONCEPT PLAN CHECKLIST A concept plan of the proposed project must be submitted with the application. The concept plan shall graphically depict the land use change, development or variance that is to be considered. Further, the plan shall address any potential land use or design issues arising from the request. In such cases involving rezonings, the applicant may proffer conditions to limit the future use and development of the property and by so doing, correct any deficiencies that may not be manageable by County permitting regulations. The concept plan should not be confused with the site plan or plot plan that is required prior to the issuance of a building permit. Site plan and building permit procedures ensure compliance with State and County development regulations and may require changes to the initial concept plan. Unless limiting conditions are proffered and accepted in a rezoning or imposed on a special use permit or variance, the concept plan may be altered to the extent permitted by the zoning district and other regulations. A concept plan is required with all rezoning, special use permit, waiver, community plan (15.2-2232) review and variance applications. The plan should be prepared by a professional site planner. The level of detail may vary, depending on the nature of the request. The County Planning Division staff may exempt some of the items or suggest the addition of extra items, but the following are considered minimum: ALL APPLICANTS Va. Applicant name and name of development b. Date, scale and north arrow c. Lot size in acres or square feet and dimensions d. Location, names of owners and Roanoke County tax map numbers of adjoining properties e. Physical features such as ground cover, natural watercourses, floodplain, etc. f. The zoning and land use of all adjacent properties g. All property lines and easements h. All buildings, existing and proposed, and dimensions, floor area and heights i. Location, widths and names of all existing or platted streets or other public ways within or adjacent to the development j. Dimensions and locations of all driveways, parking spaces and loading spaces Additional information required for REZONING and SPECIAL USE PERMIT APPLICANTS AIL N/A k. Existing utilities (water, sewer, storm drains) and connections at the site 1. Any driveways, entrances/exits, curb openings and crossovers m. Topography map in a suitable scale and contour intervals n. Approximate street grades and site distances at intersections o. Locations of all adjacent fire hydrants p. Any proffered conditions at the site and how they are addressed q. If project is to be phased, please show phase schedule I certify that all items required in the checklist above are complete. Signature of applicant 8/9/23 �,/D'ate 6/1G /a 3' 6 Community Development Planning & Zoning Division POTENTIAL OF NEED FOR TRAFFIC ANALYSIS AND/OR TRAFFIC IMPACT STUDY The following is a list of potentially high traffic -generating land uses and road network situations that could elicit a more detailed analysis of the existing and proposed traffic pertinent to your rezoning, subdivision waiver, public street waiver, or special use permit request. If your request involves one of the items on the ensuing list, we recommend that you meet with a County planner, the County traffic engineer, and/or Virginia Department of Transportation staff to discuss the potential additional traffic related information that may need to be submitted with the application in order to expedite your application process. (Note this list is not inclusive and the County staff and VDOT reserve the right to request a traffic study at any time, as deemed necessary.) High Traffic -Generating Land Uses: • Single-family residential subdivisions, Multi -family residential units, or Apartments with more than 75 dwelling units • Restaurant (with or without drive -through windows) • Gas station/Convenience store/Car wash • Retail shop/Shopping center • Offices (including: financial institutions, general, medical, etc.) • Regional public facilities • Educational/Recreational facilities • Religious assemblies • Hotel/Motel • Golf course • Hospital/Nursing home/Clinic • Industrial site/Factory • Day care center • Bank • Non-specific use requests Road Network Situations: • Development adjacent to/with access onto/within 500-ft of intersection of a roadway classified as an arterial road (e.g., Rte 11, 24, 115, 117, 460, 11/460, 220, 221, 419, etc) • For new phases or changes to a development where a previously submitted traffic study is more than two (2) years old and/or roadway conditions have changed significantly • When required to evaluate access issues • Development with ingress/egress on roads planned or scheduled for expansion, widening, improvements, etc. (i.e. on Long Range Transportation Plan, Six-Yr Road Plan, etc.) • Development in an area where there is a known existing traffic and/or safety problem • Development would potentially negatively impact existing/planned traffic signal(s) • Substantial departure from the Community Plan • Any site that is expected to generate over one hundred (100) trips during the peak hour of the traffic generator or the peak hour on the adjacent streets, or over seven hundred fifty (750) trips in an average day Effective date; April 19, 2005 7 Community Development Planning & Zoning Division NOTICE TO APPLICANTS FOR REZONING, SUBDIVISION WAIVER, PUBLIC STREET WAIVER, OR SPECIAL USE PERMIT PETITION PLANNING COMMISSION APPLICATION ACCEPTANCE PROCEDURE The Roanoke County Planning Commission reserves the right to continue a Rezoning, Subdivision Waiver, Public Street Waiver or Special Use Permit petition if new or additional information is presented at the public hearing. If it is the opinion of the majority of the Planning Commissioners present at the scheduled public hearing that sufficient time was not available for planning staff and/or an outside referral agency to adequately evaluate and provide written comments and suggestions on the new or additional information prior to the scheduled public hearing then the Planning Commission may vote to continue the petition. This continuance shall allow sufficient time for all necessary reviewing parties to evaluate the new or additional information and provide written comments and suggestions to be included in a written memorandum by planning staff to the Planning Commission. The Planning Commission shall consult with planning staff to determine if a continuance may be warranted. POTENTIAL OF NEED FOR TRAFFIC ANALYSES AND/OR TRAFFIC IMPACT STUDY The Roanoke County Planning Commission reserves the right to continue a Rezoning, Subdivision Waiver, Public Street Waiver, or Special Use Permit petition if the County Traffic Engineer or staff from the Virginia Department of Transportation requests further traffic analyses and/or a traffic impact study that would be beneficial in making a land use decision (Note: a list of potential land uses and situations that would necessitate further study is provided as part of this application package). This continuance shall allow sufficient time for all necessary reviewing parties to evaluate the required traffic analyses and/or traffic impact study and to provide written comments and/or suggestions to the planning staff and the Planning Commission. If a continuance is warranted, the applicant will be notified of the continuance and the newly scheduled public hearing date. Name of Petition Petitioner's Signature 8/9/23 23 Effective date: April 19, 2005 8 1. Consistent with purpose of Roanoke County Ordinance: Consistent with purpose of the Roanoke County Zoning Ordinances, the request would permit an approximately 90,300 square foot warehouse and distribution center that represents an approximately thirty -five -million -dollar investment in the County. This facility is estimated to employ 80-100 people. It is located in the Roanoke County Center for Research and Technology (the "CRT"), an economic development project spearheaded by the Economic Development Authority of Roanoke (the "EDA"). The lot on which the warehouse distribution center would be located (Lot 4) is currently owned by the EDA and SunCap Property Group is contracting to purchase the property. Lot 4 is perfectly situated for a warehouse and distribution center because it is located next to I-81, providing easy and direct access to the interstate, thereby allowing the warehouse and distribution center to serve the County and region efficiently without significant impact on residential neighborhoods or county road systems. The warehouse and distribution center, as a light industrial use, is consistent with the purpose of the CRT, which is to promote economic investment in the County by increasing Roanoke County' s commercial and industrial tax base with minimal impact to the County' s infrastructure and services. In addition, Lot 4 is located near the front of the CRT, ensuring that the truck traffic will not adversely affect other businesses located in the CRT. According to the Institute of Transportation Engineers ("ITE"), traffic is estimated to be only 181 average total trips a day which is a combination of 125 autos and 56 trucks (truck and trailer), see attached trip analysis for ITE chart/sheet. The request is consistent with the purpose of the planned technology district zoning classification as it represents a substantial economic investment in the County while providing employment opportunities to its residents located in an area designated for light industrial use. Because the request is consistent with the planned technology district zoning classification, the application is not requesting any variance or exception to applicable development standards. 2. Conformity with general guidelines and policies: The project conforms to general guidelines and policies in the Glenvar Community Plan (Section 8.3.1.1), which states that "...industrial development should be located in existing technology parks such as the Center for Research and Technology (CRT) and Valley TechPark." By locating this light industrial use in the CRT, the request minimizes impact on the rural and historic nature of the surrounding area. Further, the Economic Development Authority has performed an environmental study, which shows no evidence of recognized adverse environmental conditions to the property as the site was previously graded in anticipation for a future development. Because the request is consistent with the applicable general guidelines and policies, the applicant is not requesting any variance from or exception to development standards. 3. No adverse impacts: The warehouse and distribution center will not adversely impact adjoining properties or the surrounding area. It is located near the front of the CRT, ensuring that the total traffic, which is estimated by ITE to be 180 average trips a day, does not adversely affect other businesses located in the CRT. Furthermore, the project will have minimal water and sewage usage for a facility of its size and will not have material impact on the County's infrastructure and services. This project will have minimal impact to County infrastructure while generating employment opportunities and substantial revenue for the County. TRIP ANALYSIS FOR NEW LOT 4 Date: August 7, 2023 B&A Project #04230016.00 1208 Corporate Circle Roanoke, Virginia 24018 Phone (540) 772-9580 Introduction: 441 110 BARER & ASSOCIATES This analysis is being provided to analyze trip generation for a warehouse and distributing center located off Glenmary Drive in Roanoke County. The property is a portion of tax parcel 054.00-01-02.02-0000. Two full access entrances are proposed on Glenmary Drive to access the site. Trip Generation: ITE Trip Gen Manual, 11th Edition Proposed Development = Warehousing (ITE code 150) Proposed GFA = 90,300 SF ITE Trip Generation — Warehousing (150) Weekday Entry Exit Total Auto 62 63 125 Truck (Truck and Trailer) 28 28 56 Total 90 91 181 8/7/23, 9:48 AM itetripgen.org/query/PrintGraph2?code=150&ivlabel=QFQAF&timeperiod=AWDVTE&x=&edition=685&IocationCode=General Urba... Warehousing (150) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: Number of Studies: Avg. 1000 Sq. Ft. GFA: Directional Distribution: General Urban/Suburban 31 292 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.71 0.15 - 16.93 1.48 Data Plot and Equation 6,000 5,000 4,000 c w Q H u 3,000 2,000 1,000 X X XX X X XX XX X X X Study Site 1,000 X = 1000 Sq. Ft. GFA Fitted Curve Equation: T = 1.58(X) + 38.29 2,000 Fitted Curve 3,000 Average Rate R2= 0.92 Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/printGraph 1/1 8/7/23, 9:50 AM itetripgen.org/query/PrintGraph2?code=150&ivlabel=QFQAF&timeperiod=AWDVTE&x=&edition=685&IocationCode=General Urba... Warehousing (150) Truck Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 12 Avg. 1000 Sq. Ft. GFA: 115 Directional Distribution: 50% entering, 50% exiting Truck Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.60 0.00 - 6.66 0.86 Data Plot and Equation 300 c w fl 200 H H X 100 X YX )4A X 00 v v 100 200 300 400 X Study Site X = 1000 Sq. Ft. GFA Fitted Curve Average Rate Fitted Curve Equation: T = 0.54(X) + 7.47 R2= 0.61 Trip Gen Manual, 11th Edition • Institute of Transportation Engineers https://itetripgen.org/printGraph 1/1 its SITE & 7"NINS SNMMPRY' BEE AMR,. rosy 0-o,-oa GO z00-000i " .0. ,s OVERALL .A"` R HT PGSSIBLE FUTURE EGG CO,RAGE: LIGHTING PROPOSED BUILDING FOCH, SS RSPB!, SP,ES 5,N FPT PI AN NOW IS PUN LOT 4- CENTER FOR RESEARCH AND TECHNOLOGY EX -A B&A JOB #04230016.00 Roanoke County Center for Research and Technology New Lot 4 Metes and Bounds Description Beginning at a point on the south right of way line of Glenmary Drive, said point being #8 as shown in instrument #201812191; thence generally down the branch S63°03'11"E a distance of 26.16' to a point; thence S71°36'21"E a distance of 60.40' to a point; thence S58°47'55"E a distance of 32.61' to a point; thence leaving the branch and with a new division line through LOT 4, following the center of the APCO transmission line more or less, S31°20'42"E a distance of 669.65' to a point; thence, still with the APCO line, another new division line S11°17'11"E a distance of 401.80' to a point in the north right of way line of Interstate 81; thence with the same S65°25'42"W a distance of 138.28' to a point; thence S79°40'30"W a distance of 128.80' to a point; thence S71°12'05"W a distance of 251.07' to a point; thence S61°09'08"W a distance of 266 of 107.91' to a point; thence thence N51°21'39"W a distance way of Glenmary Drive; thence 97' to a point; thence S54°58'36"W a distance N36°10'29"W a distance of 130.48'to a point; of 53.91' to a point on the easterly right of with a curve turning to the left with an arc length of 468.97', with a radius of 602. N08°41'06"E, with a chord length of 457. distance of 126.28'to a ; thence with a arc length of 346.39', with a radius of NOO°35'21"E, with a chord length of 341. 96', with a chord bearing of 24',to a point; thence N13°35'44"W a curve turning to the right with an 620.00', with a chord bearing of 90',to a point; thence N17°12'00"E a distance of 56.92' to a point; thence with an arc length of 258.28', with a radius of N33°17'06"E, with a chord length of 254.90' tangent line N82°34'25"E a distance of 187. a curve turning to the right with 460.00', with a chord bearing of , to a point; thence with a non- 51'to a point; thence N 29°11'10" E a distance of 21.39' to the point and place of beginning, having an area of 19.056 acres,(830057.66 square feet), lying and being in the County of Roanoke Virginia, and being a portion of "Lot 4" as shown on plat recorded in the Clerk's Office of the Circuit Court of Roanoke County, Virginia in instrument #201812191. ArcGIS WebMap 7/18/2023, 2:52:15 PM 0 Local Counties Labels • SAbandonedPoint - SLateralLine • SCleanout WServiceLine • WBIowCff Rivers and Creeks - SPrivateLine SGravityMain • SManhole - WMain • WMeter Parcels • SPrivatePoint - In Use WPrivateLine WVault Q' WValve - - - SAbandonedLine --- SVentPipe SVent WPrivatePoint I. WVault • WHydrant EXHIBIT-C WATER AND SEWER MAP 1:2,257 0 0.03 0.05 0.1 mi 0 0.04 0.08 0.16 km EX-C Western Vlrglnle Water Authority The Western Virginia Water Authority does not warrant the accuracy of the Information contained herein nor Is it responsible for any errors oromisslons, accuracy, timeliness, or completeness of any of the Information provided herein. List of adjoining property owners - Warehouse and Distribution Center - CRT Parcel ID Owner Name Owner Address City State Zip 054.00-01-02.00-0000 ECONOMIC DEVELOPMENT AUTHORITY-; OF ROANOKE COUNTY, C/O MEGAN BAKER PO BOX 29800 ROANOKE VA 24018 054.00-01-02.01-0000 TECTON PRODUCTS LLC PO BOX 2712 FARGO ND 58108 064.01-05-01.00-0000 NOVOZYMES BIOLOGICALS INC 77 PERRYS CHAPEL CHURCH RD FRANKLINTON NC 27525 064.01-01-03.00-0000 SITEWORKS EXCAVATING & UTILITIES INC 2234 PROSPECT DR CHRISTIANSBURG VA 24073 064.01-05-02.00-0000 ECONOMIC DEVELOPMENT AUTHORITY-; OF ROANOKE COUNTY, C/O MEGAN BAKER PO BOX 29800 ROANOKE VA 24018 054.00-01-02.03-0000 APPALACHAIN POWER COMPANY 1 RIVERSIDE PLAZA 16TH FL COLUMBUS OH 43215 064.01-03-01.00-0000 ROANOKE CO BOARD OF SUPERVISORS PO BOX 29800 ROANOKE VA 24018 064.00-01-04.00-0000 GRISSO EMMET I JR ; GRISSO MARY C 5475 GLENMARY DR SALEM VA 24153 064.01-04-05.00-0000 MONTGOMERY H M ; MONTGOMERY KAREN E 5760 PRUNTY DR SALEM VA 24153 064.01-04-06.00-0000 SHIVELY DAVID J ; SHIVELY STEPHANIE C 5774 PRUNTY DR SALEM VA 24153 064.01-04-07.00-0000 MCNEIL DONALD GEORGE; MCNEIL REVA R 5820 PRUNTY DRIVE SALEM VA 24153 063.02-01-01.01-0000 GRAVELY SHARON S 5808 PRUNTY DRIVE SALEM VA 24153 063.02-01-01.04-0000 SAUNDERS MINNIE 5816 PRUNTY DRIVE SALEM VA 24153 063.02-01-01.02-0000 WILEY SHAWNTE R 5816 PRUNTY DRIVE SALEM VA 24153 063.02-01-01.03-0000 MCNEIL DONALD GEORGE; MCNEIL REVA R 5820 PRUNTY DRIVE SALEM VA 24153 063.00-01-04.01-0000 MCNEIL DONALD GEORGE; MCNEIL REVA R 5821 PRUNTY DRIVE SALEM VA 24153 063.00-01-02.00-0000 BLANKENSHIP WESLEY E 5836 PRUNTY DRIVE SALEM VA 24153 063.00-01-04.00-0000 MCNEIL DONALD GEORGE; MCNEIL REVA R 5820 PRUNTY DRIVE SALEM VA 24153 043.00-01-45.00-0000 FORT LEWIS MOUNTAIN COMPANY LLC 5502 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.00-01-04.00-0000 SHELOR DAVID WAYNE REV TRUST ; SHELOR CONSTANCE RUSCIGNO REV TRUST 5502 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-38.00-0000 NOELL SHIRLEY WEBB 5368 GLENVAR HTS BLVD SALEM VA 24153 054.03-01-42.00-0000 WILLIAMS FAYE C 5342 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-45.00-0000 UNDERWOOD DONALD R ; UNDERWOOD CAROLYN C 5300 GLENVAR HTS BLVD SALEM VA 24153 054.03-01-39.00-0000 ROARK PHILLIP L; ROARK MARION G 5358 GLENVAR HTS BLVD SALEM VA 24153 054.03-01-40.00-0000 ROARK PHILLIP L; ROARK MARION G 5358 GLENVAR HTS BLVD SALEM VA 24153 054.03-01-43.00-0000 HUFFMAN ANTHONY R ; HUFFMAN DELINORA 5328 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-46.00-0000 UNDERWOOD DONALD R ; UNDERWOOD CAROLYN C 5300 GLENVAR HTS BLVD SALEM VA 24153 054.03-01-41.00-0000 WILLIAMS FAYE C 5342 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-44.00-0000 HUFFMAN ANTHONY R ; HUFFMAN DELINORA 5328 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-48.00-0000 SHEPPARD OAKLEY DALE ; SHEPPARD FLORENCE A 5286 GLENVAR HEIGHTS BOULE\ SALEM VA 24153 054.03-01-49.00-0000 CHUMBLEY KEITH M 5278 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-47.00-0000 CARTER STOVER W REV LIVING TR ; CARTER REBECCA Y REV LIVING TR 5298 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-50.00-0000 LANDIS CHARLES L; LANDIS LINDA D 5268 GLENVAR HTS BLVD SALEM VA 24153 054.03-01-51.00-0000 TEUBERT JOSHUA M ; TEUBERT HEATHER R 5254 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-54.00-0000 GREER STEVEN D 5228 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-55.00-0000 HUTCHISON BRADLEY J ; HUTCHISON ASHLEY D 5212 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-52.00-0000 DUNCAN JAMES E 5248 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-53.00-0000 GRAYBILL TRAVIS STERLING 5232 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-56.00-0000 HUTCHISON BRADLEY J ; HUTCHISON ASHLEY D 5212 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-59.00-0000 SILER JANICE K 5180 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-57.00-0000 HILL KEVIN D 5192 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-60.00-0000 BUBNELL EARLENE W REV TR AGR ; BUBNELL EARLENE W TRS 5176 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-62.00-0000 SMITH TIMOTHY W SR ; SMITH CINDY L 5164 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-58.00-0000 KIMBLE ANYA M 5192 GLENVAR HEIGHTS SALEM VA 24153 054.03-01-66.00-0000 DELONG LIVING TRUST; DELONG ROBERT J CO -TRUSTEE 26629 S LAKEMONT DR CHANDLER AZ 85248 054.03-01-63.00-0000 LEE CHESS M ; LEE CARLY M 5140 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-64.00-0000 LEE CHESS M ; LEE CARLY M 5140 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-67.00-0000 DELONG LIVING TRUST; DELONG ROBERT J CO -TRUSTEE 26629 S LAKEMONT DR CHANDLER AZ 85248 054.03-01-65.00-0000 BEAMER BARNETT R ; BEAMER BONNIE B 5132 GLENVAR HTS BLVD SALEM VA 24153 054.03-01-69.00-0000 MILES CHARLES M ; MILES BARBARA F LIFE ESTATE 5102 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-70.00-0000 LONG CURTIS R 5080 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-68.00-0000 POFF RONALD R ; POFF ROBIN R 5110 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-72.00-0000 BURKE JAMES R ; BURKE ROBIN L 5030 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-73.00-0000 COX RANDALL ; COXJORDAN 5010 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-74.00-0000 COX RANDALL ; COXJORDAN 5010 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-71.00-0000 MOULSE GREGORY C; MOULSE BEVERLY R 5040 GLENVAR HEIGHTS BLVD SALEM VA 24153 054.03-01-80.00-0000 CIRASUNDA ESTHER B 5066 DAN ROBIN RD SALEM VA 24153 054.03-01-77.00-0000 DAVIS STEPHEN M ; DAVIS KAREN T 5090 DAN ROBIN RD SALEM VA 24153 054.03-01-78.00-0000 CIRASUNDA ESTHER B 5066 DAN ROBIN RD SALEM VA 24153 054.03-01-79.00-0000 CIRASUNDA ESTHER B 5066 DAN ROBIN RD SALEM VA 24153 064.01-01-02.00-0000 MAIN BETTY G LIFE ESTATE 4929 WEST MAIN ST SALEM VA 24153 064.01-01-02.01-0000 MAIN MICHAEL1 4929 WEST MAIN ST SALEM VA 24153 STANDARDS HEIGHT: WHEN ADJOINING PROPERTY THAT IS ZONED RESIDENTIAL, THE MAXIMUM BUILDING HEIGHT ALL FORTY-FIVEBE (95)F AL EQUIPMENT. THE MAXIMUM THEIGHT MAY BE INCREASED, PROVIDED EACH REQUIRED YARD ADJOINING A RESIDENTIAL DISTRICT IS INCREASED TWO (2) FEET FORTY- FIVE (95) FEET. FROM THE N OF THE STRUCTURE WHICH EXCEEDS OE (95)FE LOCATIONS, THE HEIGHT IS UNLIMITED, SUBJECT, HOWEVER, TO THE APPROVAL OF THE ZONING LIGHTING: ALL LIGHTING IN THE DEVELOPMENT SHALL BE SHIELDED AND DIRECTED DOWNWARD TO CONTROL EXTRANEOUS LIGHT OR GLARE. WHERE DEVELOPMENT IS LOCATED ADJACENT TO BUFFERS, DARK/NIGHT CUTOFF LIGHTING FIXTURES IS ENCOURAGED SO THAT THERE IS NO DIRECT LIGHT UPWARD AND NO GLARE. THE INTENSITY AT ADJOINING STREET OR RESIDENTIAL PROPERTIES SHALL NOT EXCEED 0.5 FOOT CANDLES. LIGHT POLES ND FIXTURES FOR PARKING LOTS, A LOADING/UNLOADINGSHALL BE NO GREATER THAN 25 FEET IN HEIGHT MINIMUM FRONT SETBACKS: ALL STRUCTURES PROPOSED TO FRONT ON EXISTING PUBLIC STREETS TEXTERNAL TOTHE HIRTY DEVELOPMENT MINIMUM OF FEET FROM THE EXISTING PUBLIC RIGHT-OFWAY. LOT COVERAGE: MAXIMUM LOT NOT EXCEED SEVENTY-FIVE (7S%)COVERAGE ALL CENT. SUBDIVISION: SHOULD THE PARCELS WHICH COMPRISE THE PROPERTY BE COMBINED OR SUBDIVIDED, THE STANDARDS SHALL BIND EACH SUBDIVIDED OR RECOMBINED PARCELS, ASAPPLICABLE. SIGNAGE: NO MORE THAN THREE (3)PRIMARY PER BUSINESS MAY BE ERECTED ON A PROPERTY. TWO SIGNS MAY BE ATTACHED TO THE FACE OF THE PRIMARY BUILDING AND ONE MAY BE ERECTED AS A GROUND MONUMENT SIGN. IF P.CED ON THE BUILDING, THE SIGNS SHALL NOT EXCEED 300 SQUARE FEET IN SIZE OR TEN PERCENT OF THE FRONT ASADE, MONUMENTWHICHEVER IS LESS. IF ERECTED ASA GROUND STRUCTURE, FEET I IN SIZE GN SHALL NOT EXCEED oAND SHALL NOT EXCEED FEET IN HEIGHT. GROUND MONUMENT SIGNS MAY HAVE TWO FACES. GROUND MONUMENT SIGNS SHALL BE SETBACK A MINIMUM OF 15 FEET FROM THE FRONT PROPERTY LINE. HILL 5TE0,0 REVISED: NOVEMBER 21, 2018 3-9-07 REVISED: JULY 19,2023 PARCEL,. Acres TEC'TON a 22 NOVOZVME 45 P CS,9• JPARCEL,,, PERMITTED USES: PROPERTIES WITHIN THE CENTER SHALL BE USED ON, FOR THE FOLLOWING PURPOSES. .NO USES NOT LISTED ARE PROHIBITED. A. CORPORATE OFFICESAND GENERAL OFFICE USE. B. SCIENCE, RESEARCH AND TECHNOLOGY BUSINESSES, SERVICES, OR ...TORIES WHERE PROCESSES ARE ENVIRONMENTAL, CLEAN AND C. GENERAL MANUFACTURING AND ASSEMBLY ESTABLISHMENTS (INDUSTRY, USES) WHERE PROCESSES, FABRICATION AND PRODUCTS ARE ENVIRONMENTAL, CLEAN AND EFFICIENT. D. HOTEL WHICH MAY COLLEGE/UNIVERSITY. CE CONFERENCE ITIES. E. EDUCATIONAL TIES, F. MAJOR UTILITY SERVICES INCLUDING ELECTRICAL SUBSTATIONS. G. MINOR UTILITY SERVICES INCLUDING UTILITY MAINTENANCE AND SERVICE FACILITES. H. RECREATIONAL FACIUTIES IN ACCORDANCE WITH THE CENTER MASTER I. INCIDENTAL RETAIL .LE OF GOODS OR COMMERCIAL ACTIVITY \ ASSOCIATED WITH A PERMITTEDE SQUARE FOOTAGE DOES s NOT \ESJ. ACCESSORY A SIPERCENT USE IN ESTABLISHED ACCORDANCE WITH ANY K. WAREHOUSING ANDDISTRIBUTION FOR NEW LOT 4 ONLY. NEW LOT 4 +l- 19.06 AC. PARCEL U: 0 PLATTED AS EXISTING LOT 4 INST. 201812191 +/- 29.56 AC. EXHI BIT-B MASTER PLAN G� ROANOKE COUNTY CENTER FOR RESEARCH AND TECHNOLOGY CRT Master Plan Standards for New Lot 4 STANDARDS: HEIGHT: WHEN ADJOINING PROPERTY THAT IS ZONED RESIDENTIAL, THE MAXIMUM BUILDING HEIGHT SHALL BE FORTY-FIVE (45) FEET, INCLUDING ROOFTOP MECHANICAL EQUIPMENT. THE MAXIMUM HEIGHT MAY BE INCREASED, PROVIDED EACH REQUIRED YARD ADJOINING A RESIDENTIAL DISTRICT IS INCREASED TWO (2) FEET FOR EACH FOOT IN HEIGHT OVER FORTY-FIVE (45) FEET. THIS DISTANCE SHALL BE MEASURED FROM THE PORTION OF THE STRUCTURE WHICH EXCEEDS FORTY-FIVE (45) FEET. IN ALL OTHER LOCATIONS, THE HEIGHT IS UNLIMITED, SUBJECT, HOWEVER, TO THE APPROVAL OF THE ZONING ADMINISTRATOR. LIGHTING: ALL LIGHTING IN THE DEVELOPMENT SHALL BE SHIELDED AND DIRECTED DOWNWARD TO CONTROL EXTRANEOUS LIGHT OR GLARE. WHERE DEVELOPMENT IS LOCATED ADJACENT TO BUFFERS, DARK/NIGHT SKY FRIENDLY LIGHTING USING FULL CUTOFF LIGHTING FIXTURES IS ENCOURAGED SO THAT THERE IS NO DIRECT LIGHT UPWARD AND NO GLARE. THE INTENSITY AT ADJOINING STREET OR RESIDENTIAL PROPERTIES SHALL NOT EXCEED 0.5 FOOT CANDLES. LIGHT POLES AND FIXTURES FOR PARKING LOTS, LOADING/UNLOADING AREAS AND ACCESS WAYS SHALL BE NO GREATER THAN 25 FEET IN HEIGHT ABOVE GRADE, AND KEPT TO MINIMUM NECESSARY FOR DIRECTION AND SAFETY DURING OPERATING HOURS. WALKWAYS AND BUILDING ENTRIES ARE ENCOURAGED TO HAVE GROUND LEVEL LIGHTING OR PEDESTRIAN SCALE LIGHTING NOT EXCEEDING 15 FEET IN HEIGHT. MINIMUM FRONT SETBACKS: ALL STRUCTURES PROPOSED TO FRONT ON EXISTING PUBLIC STREETS EXTERNAL TO THE DEVELOPMENT SHALL BE LOCATED A MINIMUM OF THIRTY (30) FEET FROM THE EXISTING PUBLIC RIGHT-OF-WAY. LOT COVERAGE: MAXIMUM LOT COVERAGE SHALL NOT EXCEED SEVENTY-FIVE (75%) PERCENT. SUBDIVISION: SHOULD THE PARCELS WHICH COMPRISE THE PROPERTY BE COMBINED OR SUBDIVIDED, THE STANDARDS SHALL BIND EACH SUBDIVIDED OR RECOMBINED PARCELS, AS APPLICABLE. SIGNAGE: NO MORE THAN THREE (3) PRIMARY SIGNS PER BUSINESS MAY BE ERECTED ON A PROPERTY. TWO SIGNS MAY BE ATTACHED TO THE FACE OF THE PRIMARY BUILDING AND ONE MAY BE ERECTED AS A GROUND MONUMENT SIGN. IF PLACED ON THE BUILDING, THE SIGNS SHALL NOT EXCEED 300 SQUARE FEET IN SIZE OR TEN PERCENT OF THE FRONT FACADE, WHICHEVER IS LESS. IF ERECTED AS A GROUND MONUMENT STRUCTURE, THE SIGN SHALL NOT EXCEED 60 SQUARE FEET IN SIZE AND SHALL NOT EXCEED TWELVE (12) FEET IN HEIGHT. GROUND MONUMENT SIGNS MAY HAVE TWO FACES. GROUND MONUMENT SIGNS SHALL BE SETBACK A MINIMUM OF 15 FEET FROM THE FRONT PROPERTY LINE. CRT Master Plan Standards for New Lot 4 PERMITTED USES: PROPERTIES WITHIN THE CENTER SHALL BE USED ONLY FOR THE FOLLOWING PURPOSES. LAND USES NOT LISTED ARE PROHIBITED. A. CORPORATE OFFICES AND GENERAL OFFICE USE. B. SCIENCE, RESEARCH AND TECHNOLOGY BUSINESSES, SERVICES, OR LABORATORIES WHERE PROCESSES ARE ENVIRONMENTALLY CLEAN AND EFFICIENT. C. GENERAL MANUFACTURING AND ASSEMBLY ESTABLISHMENTS (INDUSTRY, TYPE I USES) WHERE PROCESSES, FABRICATION AND PRODUCTS ARE ENVIRONMENTALLY CLEAN AND EFFICIENT. D. HOTEL WHICH MAY INCLUDE CONFERENCE FACILITIES. E. EDUCATIONAL FACILITIES, COLLEGE/UNIVERSITY. F. MAJOR UTILITY SERVICES INCLUDING ELECTRICAL SUBSTATIONS. G. MINOR UTILITY SERVICES INCLUDING UTILITY MAINTENANCE AND SERVICE FACILITES. H. RECREATIONAL FACILITIES IN ACCORDANCE WITH THE CENTER MASTER PLAN. I. INCIDENTAL RETAIL SALE OF GOODS OR COMMERCIAL ACTIVITY ASSOCIATED WITH A PERMITTED USE, PROVIDED THE SQUARE FOOTAGE DOES NOT EXCEED TWENTY (20) PERCENT OF THE GROSS FLOOR AREA. J. ACCESSORY USES ASSOCIATED WITH A PRIMARY PERMITTED USE IN ACCORDANCE WITH ANY ESTABLISHED COUNTY STANDARDS. K. WAREHOUSING AND DISTRIBUTION FOR NEW LOT4 ONLY KNOW ALL MEN BY THESE PRESENTS TO EMT: THAr ECONOMIC DEEtOPMENT AUTHORITY OF ROANOKE COUAITY, VIRGINIA IS THE FEE SIMPLE OWNER OF 7HE PARCEL OF LAND SHOWY HEREON CONTAINING 430.2718 ACRES ANO BEING ALL OF TTIE LAND CONVEYED TO SAID OWAIER IN INSTRUMENT RECORDED IN THE CLERK'S OPFiCE OF PE CIRCUIT cnuRr OF THE COUNTY OF ROANOKE, WON& IN VSTRVAIENT No. 201315062. THE ABOVE DESCRIBED OMER BY WIVE OF THE RECORDATION OF THIS PLAT. GRANTS TO 7HE AESTERN VIRGINIA WATER AUTHORITY. ALL PUBLIC WATERLINE RIGHTS AND EASEMEWS AND ALL PUBLIC SANITARY 5E/468LINE RIGHTS AND EASEMENTS AS SHOW HEREON, TO CONSTRUCT. INSTALL, IMPROVE OPERATE INSPECT, USE MAINTAIN. REPAIR ANC REPLACE A WATER AND/OR SEWER LINE OR LINES TOGETHER WITH RELATED IMPROVEMENTS INCLUDING SLOPE(S), IF APPLICABLE TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THEREAD mom PULKIC ROAD. UPCW, OVER. UNDER. AND ACROSS CERTAIN IRACTS OR PARCELS OF LAND BELONGING TO NE OWNER. THE ABOVE DESCRIBED OWNER BY ARNE OF THE RECOROARON OF DAS PLAT DOES HEREBY GRANT TO THE COUNTY OF ROANOKE THOSE CERTAIN AREAS SHOWN HEREON AS SET APART FOR USE AS PUBLIC UPLITY EASFJAENTS & PUBLIC DRAINAa'EASEMEWS THE ABOVE DESCRIBED OWNER HY VIRTUE OF PIE RECORDATION OF THIS PLAT DOES HEREBY DEDICATE' TO •THE COUNTD" OF ROANOKE IN FEE ARE TITLE 79/E LAND SHOWN HEREON AS SET APART FOR PUBUC STREETS THE SAID OMER DOES HEREBY CERTIFY THAT IHEY HAVE RE-SUBOIVIDED THE LAND HEREON ENTIRELY OF OTEIR OWN FREE 441.1 AND ACCORD AS REQUIRED HY SECITON 152-2240 THROUGH 15.2-2279 OF SHE 1950 CODE OF VIRGINIA AS AMENDED TO DATE AND AS REQUIRED BY THE COUNTY OF ROANOKE KROINIA SUBDIVISION ORDINANCE AS AMENDED 70 DATE WITNESS THE ONATURE AND SEAL OF SATO OMER: ECONOMIC 0(47/048469/740 AUTHORIZED AGENT TO A NwrOTARY RUBLIC tN D TAT 08,71EREBY cERnFr THAT WOW NAME IS 51GNED TO THE FOREGOINO WR1T7/40HAS PERSONALLY APPEARED BEFORE ME AND ACI<N8KDOGED THE SA IN MY AFORESAID JURISDICTION ON THIS AV"- DAY OF 2018 e/9 NOTARY PUBLIC 5)701/ MY COMMISSION EXPIRES 574 NOTARY RECIS7AARON No, APPROVAL HEREOF HY THE ROANOKE suanaysoN AGENT IS FOR PURPOSE OF INSURING COMPLIANCE 147774 THE ROANOKE COUNTY SUBDIVISION ORDNIANCE. PRIVATE MATTF_RS, SUCH AS COMPUANCE AWN RESTRICTIVE COVENANTS OR OTHER 7177E REQUIREMENTS, APPLICABLE TO 7HE PROPERTIES SHOW HEREON, ARE NOT REVIEWO OR APPROVED 1.1404REGARD TO THIS SUBMWSION OR RE51180114510N. 4,9 OVED A.0....4,4.A.c.b A T - ROANOKE COUN C SST lAfial7 IN DIE CLERK'S O677CE OF DIE CIRCUIT COURT OF ROANOKE COUNTY. VIRGINIA, THIS MAP WAS PRESENTED MTH THE CERTIFICATE OF ACKNOREDGEN ENT THERETO ATTACHED Amato ro RECORD AT R,DT,O O'CLOCK .M. ON 777/5J.L oAr or D145RAIRE12 201.6. TESIE SEVEN A. McGRAW CLERK TY aERK COMO/NAM LIST (ASSWEN P907 A Northing Eusting a.int # Northing fasting 1 23595.6190 987188323 27 240528406 1001759053 2 240476187 98779.8779 23 23751.3641 99516.5596 3 24170.3602 907501937 29 237282792 99389.8452 4 24512.2422 987537096 30 236473741 99152.1679 5 24566.6166 98770.5414 31 22518,5655 989183275 6 24779.6998 98910.4308 32 23456.6327 98829,9547 7 246039363 990963721 23 23561.9583 98752.9394 8 24822.6098 99106.8025 34 23439.4120 988053822 9 24810.7550 99130,1223 J5 235334679 98663.4862 10 24791.6971 99187.4317 J6 24033.5147 98721,5520 11 24766.5383 992289718 37 24155.3523 98692.0865 12 24740.3425 99277.4903 28 245 2 9. 6837 986962937 13 24701.3966 99314.4907 39 24584.3593 98713.2171 14 24705.4915 993476208 40 24850.5968 98903.3756 15 24671.9537 99425.6172 41 249142576 98886.9722 16 24651.1331 994852722 42 24951.8859 98919.8980 17 24619.8265 99536.4126 43 24920.5285 99035.7174 18 245710471 996781362 44 24977.6137 990679570 19 24534.3850 99805.6961 45 25092.7399 99062.8406 20 244851312 99942.6449 46 25014.7121 99721.6350 21 24383.2999 100099.3653 47 24989.5813 99125.752,1 22 24328.6130 100195.0330 48 24949.6535 99178.7472 23 24302.8331 100309.2032 49 24950.5885 99211.8114 24 24278.1122 100507.0442 50 24090.5888 99211.5989 25 24279.9185 100539.8256 51 24878.3241 99104.4440 26 241670732 100336.7602 52 24836.1731 99114.3785 INSTRUMENT No, RE -SUBDIVISION PLAT FOR ECONOMIC DEVELOPMENT AUTHORITY OF ROANDKI-: COUNTY, I4RGINIA SHOWYNG THE RE -SUBDIVISION OF 4302718 ACRES (INSTRUMENT No. 201315062) rrIE BOARD OF SUPEROSORS OF ROANOKE COUNTY, ViRGINIA (/5S7R09IENT No. 200800152) CREATING HEREON LOT vl -- .29.5686 ACRES DEDICATED RIGHT OE WAY - 2.8357 ACRES REMAINING PROPERTY - 397.8675 ACRES SOUATE GtEMARY DRNE CORPORAre CIRCLE CATAZA MAGISTERIAL DISTRICT ROANOKE 02UNTY. WRGINIA An: WA CALDW01O53. WHITE ASSOCIATES DP" SO&V,YOAS / PLANNERS Re, NOVEMBER 27, 2018 (COUNT/ COMMENTS) Re, APRIL 19, 2018 (COUNTY COMMENTS) Catoutoted: /99 Drawn: ...1W Checked, PBC Dote: FEBRUARY 1, 2018 EE 1 OF .3 Scale, 7"" 100' Tax ParceL- 054.00-01-02 Field Book: RAE COUNTY 9 W.O. No. 17-0094 INSTRUMENTNo. INSTRUMENT 1. INIS PLAT WAS PREPARED N47h'SOT IH£ BEN£f1T OF A .TIRE REPORT BY A LICENSED ATTORNEY, A/OOISO.R£, THERE MAY EXIST ENCUMBRANCES WHICH AFFECT 711E NBJECT PR°PERE, THAT MAY NOT BE SHOWN HEREON. 2. 7HE SUBJECT PROPERTY LIES 4f7HIN THE 5407S OF ZONE X' A5 SHOWN ON THE FEW ROOD INSURANCE RATE MAP, 571610118G, MAP RENSED SEPTEMBER 28, 2007. 3 REFERENCE BOUNDARY SURIrcY AND CONSOLIDATION PLAT FOR THE C0UN7Y OF ROANOKE VIRGINIA 8Y ENGINEERING CONCEPTS, INC. DATED AUGUST 11, 1997 RECORDED P.B. 20, PG.92 4 REFERENCE: RE-SU801I4SON AND VACATION PLAT FOR THE BOARD OF StJPER'RSORS OF ROANOKE COUNTY NRG9NIA CEN10R FOR RESEARCH & 7ECHN0LY (CRT) 5£CAON ONE BY CALCWELL /41/IE ASSOCIATES DATED FEBRUARY 8, 2002 REGARDED P.8. 25, PG. 54 5. REFERENCE RE -SUBDIVISION PLAT FOR THE BOARD OF SUPERNSCRS OF ROANOCE COUNTY. . VIRGINIA 8Y CALDW£LL NN/7E ASSOCIATES DA7£D OCTODER 1, 2007 REGARDED INSTRUMENT No. 200800152. 6. REFERENCE RE -SUBDIVISION AND VACATION PLAT FOR THE BOARD OF SUPERVISORS OF ROANOKE CIXJNTY, VIRGINIA CENTER FOR RESEARCH & 7ECHNOLY (CRT) 8Y CALDWEL WHITE ASSOCIATES DATED .RUNE 3, 2005 RECORDED PD. 29, Pa 64. 7. THE RECORDATION OF THIS PLAT OF SUBDIVISION DOES NOT CONSPTU7E A CONVEYANCE OF LAND. ANY L07 PARCEL OR TRACT OF LAND SHOWN HEREON THAT IS /N7£NDED FAR SALE AND/OR CONVEYANCE MUST 8E CONVEYED BY DEED AND SAID OHO MUST 8E RECORDED IN THE OF7TCE OF THE CLERK OF CIRCUIT COURT OF 711E CITY OF ROANOKE 8. lHIS PLAT IS BASED ON A CURRENT FELD SURVEY. /FGEND CCNC CONCRETE FWD FOUND HWY HIGHWAY fPF IRON PIN FOUND MON MONUMENT PLC PUBLIC UPUTY EASEMENT R/W RIGHT OF WAY 50 STORM DRAIN CURVE TABLE CURVE DELTA RADIUS TAN ARC CHORD DIST 1-2 44'33'60" 602.96' 24707' 468.97' N 08'41'06' 0 451.24' 3-4 320038° 620.00' 177.84' 346.39' N 00,35'27' 5 341.90' 5-6 32217'06" 460.00' 73264 258.28' N 33770.8' £ 254.90' 35-38 4342'36" 542.96' 21777' 414.22' N 0815'29" E 404.24' 31-38 315720" 680.00' 194.70' 379.25' N 003838' E 374.36' 39-40 36'40'20" 520.00' 172.34' 332.83' N 3532'70" 5 327.17' 43-44 8155'55" 50.00' 43.41' 71.50' N 292722' E 65.58' 47-46 815355" 50.00' 43.41' 71.50' S 52'2832" E 85.56' 48-49 0338'43" 520.00' 76.55' 3306' Al 8822'49" 0 3306' 50-51 132754' 460.00' 54.30' 708.10' S 83'2814" W 10785" LINE TABLE LINE 2-3 4-5 6-7 7-8 8-9 9-10 11-12 12-13 BEARING N 1335'44" W N 1712'00" E N 8234'25" E Al 297110" £ 5 630371* E 57136'21"E 5 58'47'55" E 5 5821`47" E S 4249'56" E 13-14 N 8257'14E 14-15 I 5 66'4368" E 15-16 16-17 17-18 24-25 31-32 31-34 32-33 33-7 32-34 34-35 35-1 35-33 36-37 40-41 41-42 42-43 44-45 45-46 46-47 5 7045`37 S 7246'03' E 5 660160" £ N 8650'46' E 54'5836" W S 545836' W N 3610'29" W N 512139" S 54'5838" W N 36'10'29" W S 512139" E S 512139" E N 1335'44" W N 17020D" E N 142667' W N 4111'13' E S 7451'03' E N 17 3035" W N 782925' £ 5 // 3035' E 49-50 : S 0012'11" W 51-52 5 13/543' E 52-8 I 5 2911'10" W DISTANCE 126.28' 56.92' 187.51' 21.39' 26.16' 60.40' 48.56' 49.94' 5802' 3338' 84.90' 5318` 10587' 100.38' 32.83' 107.91' 137.92' 130.48' 5397' 30.07' 240.40' 6081' 114.52' 125.35' 5723' 65.74' 50.00' 119.99' 25.64' 60.00' 25.65' 60.00' 43.31 ` 15 54' EASEMENT CURVE TABLE CURVE .DELTA RADIUS TAN ARC CHORD 1 DIST E-7 05:31'43" 460.00' 2221' 44.399' N 22E9'03" E 44.37' 0-4 1308'65" 620.00' 1 71.45" 142.28' N 1001'03' £ 141.97' EASEMENT LINE TABLE lEITIMMEEM WIEMMZIMEIZIM F0� 5 50'3630" W 60. 87' ® 5 175233" W 5 4916'38" 695' ® N 4976'38" E 5 I06.64' EMILIM MEUIEMIDEIM WIEUMBENIMMEMM EZEMMIZIMEMMFEM INZMNIERNIEMMEMM ® 196.8t' ® N 4505'30" E Mrilir ® N 5606'33" W t83.59` suwiMrs ON PLA r FOR ECONOMIC DEV%ELfOPr'.MENT AUTHORITY OF ROANOKE COUNTY, VIRGINIA SHOWING THE RE-SUBOINS'LW OF 4302718 ACRES (NISI R MENT No. 2013150E2) IRE BOARS OF SUPERV150W5 OF ROANO/E COUNTY, WR0M'A 11N57RUMENT No. 200800152) CREARNG HEREON LOT ,< -29,5686 ACRES DEDICATED RIGHT OF WAY - 2.8357 ACRES REMAINING PROPERTY - 3978675 ACRES 5770A7£ C{£NMARY DRIVE d: CORPORATE CIRCLE 5474/7EN MAGISTERIAL DISTRICT ROANOKE COUNTY, WRGNIA CA CALDWELL WHITE ASSOCIATES LAXRERS Rev NOVEMBER 2Z 2018 (COUNTY COMMENTS) Rev APRIL 19, 2018 (COUNTY COMMENTS) Calculated.' ✓}Y Damn: JW Checked: FOC Date FEBRUARY 7, 2018 �oj asa-ayss SHEET 2. OF 3 Scale: 1" = 100' Tax Parcel: 054.00-01-02 Held Rook: RKE COUNTY 9 W.O. No 17-0094 INSTRUMENT No. INSTRUMENT NO. TAX No. 054.0-01-02 LOT 4 UNES LOT UNE NEREBY VACATED 430.2718 ACHES -29.5688 ACRES 2.8357 ACRES (123,525 Sq. Ft.) BOUNDED BY CORNERS TNRWIGN 52• B9q.U51,E; $ 7, 6,5. 4,3,2, r01 /•,//./ HEREBY DEDICARD Fp? Rl6RT OF WAY REMAINING PROPERTY OF ECONOMIC DEVELOPMENT l AUTTHYUTY OF �f ROANOKE COUNTY, VIRGNIA % // / / / \397.8675 ACRES TRACT Al INSTRUMENT No. 201315062 ! W TAN Na 0.54.00-01-02 / / 4) 5' PU£ PROPERTY OF TECTO4 PRODUCTS, LLC INSTRUMENT No. 200600473 ray N4. 034.00-01-0207 NEW 01WS/ON UNES NEW 15' PU VARIABLE W0771 STORM-"' WATER MANAGEMENT ACCESS AND MAIMEYANCE EASEMENT APPRAIMATE LOCATION OF £X/S'ANO1 SELNMENT POND LOT4 295686 ACRES 1,288,009 Sq. R. BOUNDED BY CORNERS 1 THROUGH 33 INCLUSIVE TO 7 TAX No. 054,00-07-0202 APPROXIMAT<. COCA £X1571NO 75'AC0E55 EASEMENT (INSTRUMENT Na. 200222112) /! APPROXIMATE LOCATION 38.82' N % OF TOP OF SLOPE NEW PUE 3576' �EXtSRNG TELEPHONE EASEMENT ` (1NSTTW!WENT Na 200222112) CONC HWY - 266.97' MON FND "CO.NC HWY O 5 61 V9'08 W ,.2,5) 07' MON FM) INTERSTATE 8 (VARIABLE R/W) 100' 50' 0' 100' 200' RE -SUBDIVISION PLAT FCR ECONOMIC DEVLOPLIENT AUTHORITY OF ROANOKE ,COUNTY. VIRGINIA SION Of 430.271d AERES (INSTRUMENT No. 2013,5062) THE BOARD OF ROANCWE GOUN7/, NRGN'14 (INSTRUMENT No. 2008C0752) CREA7MC HEREON LOT 29.5686 ACRES' DEDICATED RIGHT OT WAY - 2.8357 ACRES REMAINING PROPERTY - 397.8675 ACRES SITUATE GLET4MARY RI.T CORPORATE CIRCLE CAMZSA klACISTaRlAL DISTRICT RLANOKE COUNTY, NRGtN1A CALISWEL?. WHITE ASSOCIATES Rev.: NOVEMBER 2Z 2078 (COUNTY COMMENTS) Rev: APRIL 19, 2018 (COUNTY COMMENTS) Calculated AV Drawn: ✓N Checked: F8C Data: FEBRUARY 1, 2078 PROPERTY GENERAL CENIERONI SHEETS OF 3 REMNNING PROPER!, OR ECONOMIC DEVELOPMENT AUTHORITY 07 ROANOYEE COUNT(VRGINIA 3978675 ACRES TR<C7 Al INSTRUMENT Na 2C7315062 FAX do. 054. 02-01-22 N£ RUNS Y AL0NC BRANCH PROPERTY LINE RUNS GENERAI7Y ALONG CENTERVNE BRANCH 24T HOPE J I(( APPROXIMATE LOCATON J OF EXISRNG SEDIMENT PO•VD. CONC HWY MON END ,'lEIY ORISON LINE Scale- 1" - 100' Tax Parcel: 05400-01-02 Field Beak: RKE COUNTY 9 W0 No. 17-0094 CONCMON HWYND CONC 1t/W F232.3I' MON / Nu I97.2'3' O g6'/9" /5 ANTERSTATE 81 (VARIABLE' RA) UMENT NO. 2 suncap PROPERTY GROUP entitlement ie,uiremerts aro on urwerifieo and poszibl, incsmDlele sit: and, buildihy infoi nation, and is intend. merelj .sIsLir evplcrIng hcv. ale o]Ect migla be developed Rendering provided for display purposes only and is not part orthe Master Plan SCHEME: SP1.0 Conceptual Perspective SUNC AP - CENTER FOR RESEARCH & T EC H NO L 0 CY ROENOKE COUNT VA WARE MALCOMB °E"Ls;'," Aerial Map GlenmaryDrive Roanoke, LLC 0 Glenmary Drive 054.00-01-02.02-0000 Rezoning approximately 19 acres to amend Master Plan Proposed Use: Warehousing and Distribution Magisterial District: Catawba Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. ROANOKE CO,N, VA Roanoke VA 24018 Feet 0 145 290 580 Date: 8/18/2023 1:4,514 Roanoke County, Virginia 2019 Zoning Map Glenmary Drive Roanoke, LLC 0 Glenmary Drive 054.00-01-02.02-0000 Rezoning approximately 19 acres to amend Master Plan Proposed Use: Warehousing and Distribution Magisterial District: Catawba Zoning ■ PTD R1 Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. Roanoke VA 24018 ROANOKE Feet 0 145 290 580 Date: 8/18/2023 1:4,514 Roanoke County, Virginia 2019 Future Land Use Map GlenmaryDrive Roanoke, LLC 0 Glenmary Drive 054.00-01-02.02-0000 Rezoning approximately 19 acres to amend Master Plan Proposed Use: Warehousing and Distribution Magisterial District: Catawba Future Land Use Development Neighborhood Conservation Transition Core ■ Principal Industrial Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. Roanoke VA 24018 RO,4NOKE Feet 0 145 290 580 Date: 8/18/2023 1:4,514 1 z _A coRp0/ 34 c/R GzENMARY DR C 9//W,an Brand -n �"� 11 Ci{ 49 Callahan Branch Roanoke County, Virginia 2019 ACTION NO. ITEM NO. 1_4 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Resolution authorizing execution and recordation of a Deed Restriction designating a permanent stormwater management reserve area for stormwater management and maintenance on property owned by the Board of Supervisors at 0 West Riverside Drive, Salem, Virginia, and identified as Roanoke County Tax Map Number 056.01-01-17.00-0000, in the Catawba Magisterial District SUBMITTED BY: Rachel Lower Deputy County Attorney APPROVED BY: Richard L. Caywood County Administrator ISSUE: Virginia Administrative Code section 9VAC25-870-112 requires that each Virginia Stormwater Management Program (VSMP) authority require the provision of long-term responsibility and maintenance of stormwater management facilities, and requires that those be recorded in an instrument in the local land records. This Virginia Administrative Code section does not carve out an exception to this requirement for facilities on property owned by local VSMP authorities (such as Roanoke County). Roanoke County currently owns property at 0 West Riverside Drive in Salem, Virginia that Roanoke County intends to construct a stormwater management facility upon, and will need to record an instrument in the land records requiring the provision of long-term responsibility and maintenance of this facility in order to comply with Administrative Code section 9VAC25-870-112. BACKGROUND: The Board of Supervisors owns a parcel of real estate containing approximately 16.738 acres in the Catawba Magisterial District of Roanoke County, Virginia, and further designated as Roanoke County Tax Map Number 056.01-01-17.00-0000 (the "Property"). Page 1 of 2 This property will be used for a trailhead parking lot to serve the West Roanoke River Greenway, construction of which is anticipated to begin this fall. The stormwater management facility will treat stormwater for the trailhead parking lot. Roanoke County intends to maintain, protect, and preserve, in perpetuity, this stormwater management facility and reserve area on the Property as shown on the attached plat labeled "Exhibit A". Roanoke County intends to accomplish the maintenance, protection, and preservation of this stormwater management facility and reserve area for the expressed purposes which are in furtherance of the goals of the Commonwealth of Virginia to enhance the quality of the Commonwealth's waters through appropriate stormwater and flood control measures by restricting the use of certain areas on the Property. DISCUSSION: Virginia Administrative Code Section 9VAC25-870-112 provides that Roanoke County require the provision of long-term responsibility and maintenance of this stormwater management facility as the owner of the said Property and that this be recorded in an instrument in the local land records. This can be done by placing a deed restriction on the property stating this intent, and limiting the uses of the stormwater management reserve area depicted on the attached "Exhibit A" which will be recorded along with the deed restriction in the official land records maintained by the Clerk of the Roanoke County Circuit Court. FISCAL IMPACT: There is no fiscal impact associated with this agenda item. STAFF RECOMMENDATION: Staff recommends that the Board of Supervisors approve the proposed resolution. Page 2 of 2 o�E Ft op/ TAX. 056.01-01-10.00-0000 RIVERSIDEPG 884P. IN DR 1332. TAX. 066.04-01-06.00-0000 RIVERSIDE NURSERY INC DR 1.0, PG 1323 i -ACE RIYER �J 5 WEST RIVFRBIpH esrst I 1 1 830,E 1 11 122A5 S Ty'dTiH'W g Q 1 1 ♦/-SF RESERVE AREA TAX. 058.01 01 17.00 0000 ROANOKE CO BOARD OF SUPERVISORS ILlORIVE 2B6� W BTq°35 T_KpgR E'N 1T5PU.W _1 TAX/ 0550,0241.010000 $ f ", g RIMER MILDREDA 1k TAX/ 058.01-02a2000000 \ ASHER JIMMIE,ASHER BEULAH F DB 1.51/1 PO RE .' y H TAX DEE I WOODBRIDGE SECTION 14 & 16 T HOMEOWNERS ASSOCIATION INC. OS14. PG 1323 JANNEY CHRISTOPHER S DB MO PG 5550 DEPARTMENT OF DEVELOPMENT SERVICES 5204 BERNARD DRIVE ROANOKE, VA 24018 (540) 772-20E10 DATE. D-1423 0' NOTES: 1. THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT DV LICENSED ATTORNEY, THEREFORE, THERE MAY EXIST ENCUMBRANCES WHICH AFFECT THE SUBJECT PROPERTY THAT MAY NOT BE SHOWN HEREON. 2. THE SUBJECT PROPERTY IS IN ASPELL,. FLOOD HAZARD AREA. PER FIRM PANEL 511131C0135G, 51101C013TG, 5110100135G, LAST REVISED 8-2002, THE DETERMINATION IS BASED ON SAID MAP AND HAS NOT BEEN VERIFIED BYACTUAL FIELD EL EVATIONS 3. SOURCE OF TITLE: DB 2012. PG 2073. 4. THIS MAP HAS BEEN PREPARED FROM RECORDS. A BOUNDARY SURVEY OP THE PARCEL AFFECTED WAS ND I PERFORMED. BEAHINOS AND DISIANCESAHE PER PLAT, OR EXTENDED TO INTERSECT PLAT LINES. 100' 200' 300' IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ROANOKE, VIRGINIA, THIS MAP WAR PRESENTED WITH THE CERTIFICATE OF ACKNOWLEDGEMENT THERETO A,IE AMTO TO aFAT OO OCK_ .ON THIS DAY 2023. CLERK S1': DEPUTY CLERK EXHIBIT A for COUNTY OF ROANOKE BOARD OF SUPERVISORS SHOWING A RESERVE AREA FOR A STORMWATER MANAGEMENT DEVICE WEST RIVERSIDE DR., CATAWBA MAG. DISTICT, ROANOKE, VA TAX PARCEL 056.01-01-17.00-0000 1 of 1 Prepared by: Rachel W. Lower Sr. Assistant County Attorney VSB: 88094 Office of the Roanoke County Attorney 5204 Bernard Drive Roanoke, VA 24018 This instrument is exempt from the imposition of recordation taxes and fees pursuant to Virginia Code §sr 58.1-811, 17.1-266, and 17.1-279 Owner Address Tax Map No. Board of Supervisors of Roanoke County, Virginia 0 West Riverside Drive Salem, VA 24153 056.01-01-17.00-0000 DEED RESTRICTION THIS DEED RESTRICTION is made this day of , 2023, by the BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, a political subdivision of the Commonwealth of Virginia (the "Owner"). WITNESSETH: WHEREAS, the Owner possesses a parcel of real estate containing approximately 16.738 acres in the Catawba Magisterial District of Roanoke County, Virginia, and further designated as Roanoke County Tax Map Number 056.01-01-17.00-0000 (the "Property"); and WHEREAS, current stormwater management laws and regulations of the Commonwealth of Virginia require the County of Roanoke to develop and preserve in perpetuity certain stormwater management facilities on the Property as shown on the attached Plat attached hereto as "Exhibit A"; and WHEREAS, the Board of Supervisors of Roanoke County intends to maintain, protect, and preserve, in perpetuity, certain stormwater management facilities on the Property as shown on the attached Plat attached hereto as "Exhibit A"; and WHEREAS, the Board of Supervisors of Roanoke County, as Grantor, intends to accomplish the maintenance, protection, and preservation of these stormwater management facilities for the expressed purposes which are in furtherance of the goals of the Commonwealth of Virginia to enhance the quality of the Commonwealth's waters through appropriate stormwater and flood control measures by restricting the use of these areas as hereinafter set forth; and WHEREAS, the Board of Supervisors of Roanoke County desires to create a public record of their intentions outlined herein by placing a deed restriction in the official land records maintained by the Clerk of the Roanoke County Circuit Court. NOW, THEREFORE, in recognition of the foregoing expressed purposes and in consideration of the public benefit to the citizens of the County of Roanoke, Virginia, which shall result from this public deed restriction, the Owner does hereby grant and dedicate for stormwater management purposes such portions of the real estate parcel described below which are designated as "Reserve Area" on Exhibit A. The Grantor retains the right to construct such structures and grading as shall be necessary to create the designated stormwater access and maintenance areas, to perform normal maintenance and repairs to maintain the said designated areas for their intended uses, and to construct stormwater management facilities therein. Any stormwater management facilities that are constructed on the Property shall be maintained by the Owner of said Property, or Owner's agents, in order to manage the quality and quantity of runoff on the property pursuant to Virginia Administrative Code section 9VAC25- 870-112. The designations and restrictions contained in this deed restriction shall be binding upon the Grantor and its successor in interest and any subsequent purchaser or grantee of this Property and shall continue as a servitude running with the Property. The Grantor shall include such designations and restrictions in any subsequent deed or conveyance of its ownership of all or any part of said Property. The Board of Supervisors of Roanoke County reserves the right to amend the designations and restrictions set forth in this deed restriction when such actions shall further the objectives herein set forth. Such amendment shall be adopted after opportunity for public comment by formal action of the Board of Supervisors consistent with procedures then in place for vacation or substitution of easements or similar actions involving public property. Although it is the Grantor' s intention that this deed restriction will benefit the public as described above, nothing contained herein shall be construed to convey to the public, or any member thereof, a right of access to or use of the Property without the express written consent of 2 the County of Roanoke. The Grantor retains the exclusive right to such access and use, subject to the terms hereof This Deed Restriction is executed by Richard L. Caywood, County Administrator, on the day of , 2023, pursuant to the authority granted by the Board of Supervisors of Roanoke County, Virginia by of , 2023. # adopted on the day WITNESS THE FOLLOWING SIGNATURE AND SEAL: Approved as to form: County Attorney COMMONWEALTH OF VIRGINIA COUNTY OF ROANOKE, to -wit: BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA BY: (SEAL) Richard L. Caywood County Administrator The foregoing Deed Restriction was acknowledged before me this day of , 2023, by Richard L. Caywood, County Administrator, on behalf of the Board of Supervisors of the County of Roanoke, Virginia. My Commission expires: 3 Notary Public AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 RESOLUTION AUTHORIZING EXECUTION AND RECORDATION OF A DEED RESTRICTION DESIGNATING A PERMANENT STORMWATER MANAGEMENT RESERVE AREA FOR STORMWATER MANAGEMENT AND MAINTENANCE ON PROPERTY OWNED BY THE BOARD OF SUPERVISORS AT 0 WEST RIVERSIDE DRIVE, SALEM, VIRGINIA (ROANOKE COUNTY TAX MAP NUMBER 056.01-01-17.00-0000) IN THE CATAWBA MAGISTERIAL DISTRICT WHEREAS, the Board of Supervisors owns a parcel of real estate containing approximately 16.738 acres in the Catawba Magisterial District of Roanoke County, Virginia, and further designated as Roanoke County Tax Map Number 056.01-01-17.00- 0000 (the "Property"); and WHEREAS, as part of Roanoke County's plans for the development of the West Roanoke River Greenway, the future plans for this Property include construction of a trailhead parking lot and a stormwater management facility that will serve the impervious surface of the future trailhead parking lot; and WHEREAS, the Board of Supervisors of Roanoke County intends to maintain, protect, and preserve, in perpetuity, this stormwater management facility and reserve area on the Property as shown on the attached Plat attached hereto as "Exhibit A"; and WHEREAS, the Board of Supervisors of Roanoke County intends to accomplish the maintenance, protection, and preservation of this stormwater management facility and reserve area for the expressed purposes which are in furtherance of the goals of the Commonwealth of Virginia to enhance the quality of the Commonwealth's waters through appropriate stormwater and flood control measures by restricting the use of certain areas on the Property; and Page 1 of 3 WHEREAS, Virginia Administrative Code Section 9VAC25-870-112 provides that Roanoke County require the provision of long-term responsibility and maintenance of this stormwater management facility as the owner of the said Property and that this be recorded in an instrument in the local land records; and WHEREAS, the Board of Supervisors desires to create a public record of these intentions by placing a deed restriction in the official land records maintained by the Clerk of the Roanoke County Circuit Court; and NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of Roanoke County, Virginia, as follows: 1. That the execution and recordation of a deed restriction designating a permanent stormwater management reserve area for stormwater management and maintenance on property owned by the Board of Supervisors at 0 West Riverside Drive, Salem, Virginia (Roanoke County Tax Map Number 056.01- 01-17.00-0000) is hereby authorized and approved. 2. That the County Administrator, Deputy County Administrator, or Assistant County Administrator, any of whom may act, are authorized to execute, deliver and record the deed, and any other documents on behalf of the County, and to take all such further action as any of them may deem necessary or desirable in connection with this project. The form of the deed is hereby approved with such completions, omissions, insertions and changes as the County Administrator may approve, whose approval shall be evidenced conclusively by the execution and delivery thereof, all of which shall be approved as to form by the County Attorney's Office. Page 2 of 3 3. That this resolution shall be effective upon its adoption. Page 3 of 3 ACTION NO. ITEM NO. 1_5 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Ordinance accepting and appropriating funds in the amount of $3,777,457 from the Virginia Department of Housing and Community Development in response to the 2022 award of funds from the Virginia Telecommunications initiative grant, and appropriating such funds to the County's grant fund for subsequent distribution to the Roanoke County Economic Development Authority to provide economic development incentives to internet service providers SUBMITTED BY: Bill Hunter Director of Information Technology APPROVED BY: Richard L. Caywood County Administrator ISSUE: Accept and appropriate funds received from the Current Virginia Telecommunication Initiative (VATI) to the County's grant fund for subsequent distribution to the Economic Development Authority (EDA) to provide economic development incentives to internet service providers. BACKGROUND: In September 2021, the Board of Supervisors of Roanoke County entered into an MOU with the Roanoke County EDA to apply for VATI grants in conjunction with four internet service providers. These grants were awarded and the projects are now in progress. Remittance requests have been filed and funds received for reimbursement. DISCUSSION: The County received several VATI grant awards totaling $3,777,457. These grants are being donated to the Economic Development Authority to provide funding to Cox, Shentel, Craig-Botetourt and B2X. Page 1 of 2 There have been no changes from the first reading of this ordinance on September 12, 2023. FISCAL IMPACT: Awarded State funds total $3,777,457 and will be deposited into the County's Grant Fund. These funds will then be subsequently distributed to the EDA to provide economic development incentives to internet service providers. STAFF RECOMMENDATION: Staff recommends approval of the attached ordinance. Page 2 of 2 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 ORDINANCE ACCEPTING AND APPROPRIATING FUNDS IN THE AMOUNT OF $3,777,457 FROM THE VIRGINIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT IN RESPONSE TO 2022 AWARD OF FUNDS FROM VIRGINIA TELECOMMUNICATIONS INITIATIVE GRANT, AND APPROPRIATING SUCH FUNDS TO THE COUNTY'S GRANT FUND WHEREAS, the Virginia Telecommunications Initiative Grant program ("VATI") is administered by the Virginia Department of Housing and Community Development ("DHCD") to facilitate broadband expansion in underserved areas of the Commonwealth; and WHEREAS, in September 2021, the Board of Supervisors of Roanoke County entered into an MOU with the Roanoke County Economic Development Authority to apply for VATI grants in partnership with four internet service providers: and WHEREAS, the County elected to have its EDA administer the VATI projects; and WHEREAS, in August 2022, DHCD issued awards for the four VATI projects; and WHEREAS, work is being completed on the projects and DHCD has remitted payment to the County for the four approved VATI projects; and WHEREAS, the total award from DHCD will be $3,777,457 (Three million seven hundred seventy-seven thousand four hundred fifty-seven dollars) to be appropriated into the County's grant fund; and WHEREAS, such funds are to be paid to each ISP by the Roanoke Economic Development Authority; and Page 1 of 2 WHEREAS, the County wishes to accept the VATI funds from DHCD and appropriate same to the County's Grant Fund for subsequent distribution to the Roanoke County Economic Development Authority; and WHEREAS, Section 18.04 of the Roanoke County Charter provides that funds be appropriated by ordinance; and WHEREAS, the first reading of this ordinance was held on September 12, 2023, and the second reading was held on September 26, 2023. NOW THEREFORE, BE IT ORDAINED by the Board of Supervisors of Roanoke County, Virginia, as follows: 1. That the sum of $3,777,457 is hereby accepted from the Virginia Department of Housing and Community Development and appropriated to the County's Grant Fund, for subsequent distribution to the Roanoke County Economic Development Authority, to issue payment to the internet service providers in accord with the terms of the VATI agreements. 2. That this ordinance shall take effect upon its adoption. Page 2 of 2 ACTION NO. ITEM NO. 1_6 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Ordinance of the Board of Supervisors of the County of Roanoke, Virginia approving the refinancing of a lease transaction that originally financed various capital projects for the County and authorizing the continued leasing of certain County -owned property, the execution and delivery of a prime lease and a local lease acquisition agreement and financing lease, and other related actions SUBMITTED BY: Laurie Gearheart Director of Finance and Management Services APPROVED BY: Richard L. Caywood County Administrator ISSUE: Ordinance authorizing the refinancing of Virginia Resources Authority (VRA) Series 2013B lease revenue bonds BACKGROUND: The VRA will be bringing their fall pooled bond issue to market in October of this year. They have let us know of a potential refunding opportunity related to our Series 2013B VPFP loan. A refunding occurs when the proceeds of a new debt issue are used to retire previously issued debt. This loan is now currently callable and can be refunded with tax-exempt bonds. DISCUSSION: This refunding opportunity has been reviewed with our financial advisors and currently they recommend we participate in the VRA fall pooled bond issue to take advantage of the projected savings. Page 1 of 2 The attached ordinance authorizes the County of Roanoke to refund previously issued 2013 revenue bonds and provide for annual debt service savings. This ordinance provides that the bonds shall result in net debt service savings as a percentage of the principal amount of the refunded bonds of at least three percent (3%) on a present value basis. If the net present value savings on the refunding would drop below three percent (3%) of the refunded principal amount, then the refunding loan application can be pulled as late as the week of pricing which is the week of October 23rd. At that point, the VRA would not include the County's loan in the fall pool if at least the minimum level of savings can't be generated as specified in the County's attached authorizing ordinance. There have been no changes since the first reading of this ordinance on September 12, 2023. FISCAL IMPACT: The callable bonds available for refunding total $10.995 million and are projected to yield a present value savings of four point three percent (4.3%) based on current market conditions. Attachment A outlines the projected savings. Issuance costs associated with the refunding are estimated to be around $60,000. STAFF RECOMMENDATION: Staff recommends approval of the attached ordinance. Page 2 of 2 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 ORDINANCE OF THE BOARD OF SUPERVISORS OF THE COUNTY OF ROANOKE, VIRGINIA APPROVING THE REFINANCING OF A LEASE TRANSACTION THAT ORIGINALLY FINANCED VARIOUS CAPITAL PROJECTS FOR THE COUNTY AND AUTHORIZING THE CONTINUED LEASING OF CERTAIN COUNTY -OWNED PROPERTY, THE EXECUTION AND DELIVERY OF A PRIME LEASE AND A LOCAL LEASE ACQUISITION AGREEMENT AND FINANCING LEASE, AND OTHER RELATED ACTIONS WHEREAS, by Ordinance 062513-9, adopted June 25, 2013, the Board of Supervisors (the "Board") of the County of Roanoke, Virginia (the "County"), authorized the financing of various capital improvements, including the construction and equipping of the Vinton Library, other capital projects of the County and the costs associated with the financing (collectively, the "Projects"); WHEREAS, to arrange for the financing of the Projects, the Board entered into (1) an Amended and Restated Prime Lease dated as of June 27, 2013 (the "Original Prime Lease"), between the County and the Virginia Resources Authority ("VRA"), and (2) a Local Lease Acquisition Agreement and Amended and Restated Financing Lease dated as of June 27, 2013 (the "Original Financing Lease"), between the County and VRA; WHEREAS, VRA provided the funds to enter into the Prime Lease and the Financing Lease from the proceeds of its Infrastructure and State Moral Obligation Revenue Bonds (Virginia Pooled Financing Program), Series 2013B (the "2013 VRA Bonds"); WHEREAS, VRA has advised the County that, subject to market conditions, the County can reduce the amounts payable by the County under the Original Financing Lease by entering into a refinancing transaction whereby VRA will refinance some or all Page 1 of 9 of the 2013 VRA Bonds allocable to the Original Financing Lease (the "Refinancing Transaction"); WHEREAS, the Board, has determined that it is in the best interest of the County to pursue the Refinancing Transaction; WHEREAS, the Board is authorized, pursuant to Section 15.2-1800 of the Code of Virginia of 1950, as amended, to lease any improved or unimproved real estate held by the County; WHEREAS, the first reading of this ordinance was held on September 12, 2023, and the second reading was held on September 26, 2023; WHEREAS, VRA intends to issue its Infrastructure and State Moral Obligation Revenue Bonds (Virginia Pooled Financing Program), Series 2023B (the "VRA Bonds"), and to provide a portion of the proceeds to the County to enter into the Refinancing Transactions pursuant to the terms of a Second Amended and Restated Local Lease Acquisition Agreement and Financing Lease (or similar agreement, the "Financing Lease"), between the County and VRA; WHEREAS, the County will enter into a Second Amended and Restated Prime Lease (or similar agreement, the "Prime Lease") with VRA whereby the County will continue to lease the property subject to the Original Prime Lease and the Original Financing Lease (the public safety building) (the "Real Estate") and the associated improvements and property located thereon (the "Improvements") to VRA; WHEREAS, the County will enter into the Financing Lease with VRA pursuant to which VRA will lease the Real Estate and the Improvements back to the County and the County will make rental payments corresponding in amount and timing to the debt service Page 2 of 9 on the portion of the VRA Bonds issued to effect the Refinancing Transaction (the "Rental Payments"); WHEREAS, the County intends to pay the Rental Payments out of appropriations from the County's General Fund; WHEREAS, the Financing Lease shall indicate a proceeds requested (the "Proceeds Requested") of an amount sufficient to effect the Refinancing Transaction (subject to the parameters below) plus an amount necessary to pay the costs of closing the Refinancing Transaction (or such other amount as requested by the County and approved by VRA prior to the pricing of the VRA Bonds); WHEREAS, VRA's objective is to pay the County an amount which, in VRA's judgment, reflects the market value of the Rental Payments under the Financing Lease (the "VRA Purchase Price Objective"), taking consideration of such factors as the purchase price to be received by VRA for the VRA Bonds, the issuance costs of the VRA Bonds (consisting of the underwriters' discount and other costs incurred by VRA (collectively, the "VRA Costs")) and other market conditions relating to the sale of the VRA Bonds; WHEREAS, such factors may result in the County receiving an amount other than the par amount of the aggregate principal components of the Rental Payments under the Financing Lease and consequently the aggregate principal components of the Rental Payments under the Financing Lease may be greater than the Proceeds Requested in order to receive an amount of proceeds that is substantially equal to the Proceeds Requested; and Page 3 of 9 WHEREAS, the Prime Lease and the Financing Lease are referred to herein as the "Documents." NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE COUNTY OF ROANOKE, VIRGINIA: 1. Approval of Lease -Leaseback Arrangement. The lease -leaseback arrangement with VRA to accomplish the Refinancing Transaction is hereby approved. The County Administrator is authorized to determine the Real Estate and Improvements, as may be required by VRA, to be subject to the lease -leaseback arrangement. 2. Approval of Prime Lease. The leasing of the Real Estate and the Improvements by the County, as lessor, to VRA, as lessee, pursuant to the terms of the Prime Lease is hereby approved. The Prime Lease shall be in substantially the same form as the Original Prime Lease with such additions or changes as may be necessary or advisable to document the Refinancing Transaction. 3. Approval of the Financing Lease. The leasing of the Real Estate and the Improvements by VRA, as lessor, to the County, as lessee, pursuant to the terms of the Financing Lease is hereby approved. The Financing Lease shall be in substantially the same form as the Original Financing Lease with such additions or changes as may be necessary or advisable to document the Refinancing Transaction. 4. Approval of the Terms of the Rental Payments. (a) The Rental Payments set forth in the Financing Lease shall be subject to the foregoing parameters: the Financing Lease shall be issued and sold to or at the direction of VRA on terms that VRA shall determine subject to the Purchase Price Objective and market conditions described in the Recitals hereof; Page 4 of 9 provided that (1) the Refinancing Transaction shall generate at least a 3% net present value savings of the principal amount being refinanced and (2) the final Rental Payment shall occur in a fiscal year not later than the final Rental Payment due under the Original Financing Lease. (b) It is determined to be in the best interest of the County to accept the offer of VRA to enter into the Financing Lease with the County for an amount determined by VRA to be fair, subject to the conditions set forth in this Ordinance, which Financing Lease shall be executed by the Chairman of the Board (the "Chairman") and the County Administrator, or either of them. (c) The Chairman and the County Administrator, either of whom may act, are hereby authorized and directed to enter into the Financing Lease. (d) The actions of the Chairman and the County Administrator in accepting the final terms of the Rental Payments shall be conclusive, and no further action shall be necessary on the part of the Board. 5. Other Payments under Financing Lease. The County agrees to pay all amounts required by the Financing Lease, including any amounts required by Section 5.1(b) of the Financing Lease, including the "Supplemental Interest," as provided in such section. 6. Execution and Recordation of Documents. The Chairman and the County Administrator, either of whom may act, are authorized and directed to execute the Documents and deliver them to the other parties thereto. The Chairman and the County Administrator, either of whom may act, are further authorized to cause the Documents, to be recorded in the Clerk's Office of the Circuit Court of Roanoke County. Page 5 of 9 7. Form of Documents. The County Administrator or the Chairman are each authorized and directed to determine the form of the Documents; provided the Documents and not inconsistent with this Resolution and are each authorized to execute the Documents in substantially such form. The execution and delivery of the Documents shall be conclusive evidence of the officer's approval. 8. Essentiality of the Projects and Real Estate. The Projects, the Real Estate and the Improvements are hereby declared to be essential to the efficient operation of the County, and the County anticipates that the Projects, the Real Estate and the Improvements will continue to be essential to the operation of the County during the term of the Financing Lease. 9. Annual Budget. While recognizing that it is not empowered to make any binding commitment to make Rental Payments and any other payments required under the Financing Lease beyond the current fiscal year, the Board hereby states its intent to make annual appropriations for future fiscal years in amounts sufficient to make all such payments and hereby recommends that future Boards do likewise during the term of the Financing Lease. The Board directs the County Administrator, or such other officer who may be charged with the responsibility for preparing the County's annual budget, to include in the budget request for each fiscal year during the term of the Financing Lease an amount sufficient to pay the Rental Payments and all other payments coming due under the Financing Lease during such fiscal year. If at any time during any fiscal year of the County throughout the term of the Financing Lease, the amount appropriated in the County's annual budget in any such fiscal year is insufficient to pay when due the Rental Payments and any other payments required under the Financing Lease, the Board directs Page 6 of 9 the County Administrator, or such other officer who may be charged with the responsibility for preparing the County's annual budget, to submit to the Board at the next scheduled meeting, or as promptly as practicable but in any event within 45 days, a request for a supplemental appropriation sufficient to cover the deficit. 10. Rental Payments Subject to Appropriation. The County's obligation to make the Rental Payments and all other payments pursuant to the Financing Lease is hereby specifically stated to be subject to annual appropriation therefor by the Board, and nothing in this Ordinance or the Documents shall constitute a pledge of the full faith and credit nor taxing power of the County or compel the Board to make any such appropriation. 11. Disclosure Documents. The County authorizes and consents to the inclusion of information with respect to the County to be contained in VRA's Preliminary Official Statement and VRA's Official Statement in final form, both to be prepared in connection with the sale of the VRA Bonds. If appropriate, such disclosure documents shall be distributed in such manner and at such times as VRA shall determine. The County Administrator is authorized and directed to take whatever actions are necessary and/or appropriate to aid VRA in ensuring compliance with Securities and Exchange Commission Rule 15c2-12. 12. Tax Documents. The County Administrator and the Director of Finance and Management Services, either of whom may act, is authorized to execute a Nonarbitrage Certificate and Tax Compliance Agreement and/or any related document (the "Tax Documents") setting forth the expected use and investment of the proceeds of the VRA Bonds to be received pursuant to the Documents and containing such covenants Page 7 of 9 as may be necessary in order for the County and/or VRA to comply with the provisions of the Internal Revenue Code of 1986, as amended (the "Tax Code"), with respect to the VRA Bonds and the Documents including the provisions of Section 148 of the Tax Code and applicable regulations relating to "arbitrage bonds." The County covenants that the proceeds of the VRA Bonds to be received pursuant to the Documents will be invested and expended as set forth in the Tax Documents, to be delivered simultaneously with the issuance and delivery of the Financing Lease and that the County shall comply with the other covenants and representations contained therein. 13. Other Actions. All other actions of the officers of the County in conformity with the purpose and intent of this Ordinance are hereby approved and confirmed. The officers of the County are hereby authorized and directed to execute and deliver all certificates and instruments and to take all such further action as may be considered necessary or desirable in connection with the execution and delivery of the Documents. 14. SNAP Investment Authorization. The County has heretofore received and reviewed the Information Statement (the "Information Statement") describing the State Non -Arbitrage Program of the Commonwealth of Virginia ("SNAP") and the Contract Creating the State Non -Arbitrage Program Pool I (the "Contract"), and the County has determined to authorize the Director of Finance and Management Services to utilize SNAP in connection with the investment of the proceeds of the lease -leaseback transaction if the Director of Finance and Management Services determines that the utilization of SNAP is in the best interest of the County. The Board acknowledges that the Treasury Board of the Commonwealth of Virginia is not, and shall not be, in any way Page 8 of 9 liable to the County in connection with SNAP, except as otherwise provided in the contract creating the investment program pool. 15. Evidence of Approval. The approval or determination of all the details and provisions of the Documents and all other documents, instruments or certificates executed under the authority of this Resolution shall be evidenced conclusively by the execution and delivery of the Documents or other items b the officer or officers authorized hereby. 16. Further Actions. The Board hereby authorizes and directs the County Administrator and the Director of Finance and Management Services and such other officers and agents of the County as may be designated by either of them to take any further actions as they deem necessary or advisable regarding the Documents and the execution, delivery and performance of the Documents and closing documents and certificates. All such actions previously taken by the officers and agents of the County are ratified and confirmed. The Board hereby designates the County Administrator and the Director of Finance and Management Services as the County's authorized representatives for purposes of the Financing Lease. 17. Effective Date. This Ordinance shall take effect immediately. Page 9 of 9 Attachment A RAYMOND JAMES* Bond SAVINGS BY MATURITY Roanoke County Roanoke County Refunding of VRA Bonds (Series 2013B) Based on rates as of August 29, 2023 Preliminary and Subject to Change Adjusted Maturity Interest Par Adjusted Savings Date Rate Amount Savings Percent R13B_JR, VRA Moral Obligation Bonds, Series 2013B, 13B_JR: SERIAL 11/01/2024 4.000% 390,000.00 -742.96 -0.191% 11/01/2025 4.000% 410,000.00 1,865.11 0.455% 11/01/2026 4.000% 425,000.00 6,246.54 1.470% 11/01/2027 4.000% 450,000.00 11,466.70 2.548% 11/01/2028 4.000% 480,000.00 16,552.59 3.448% 11/01/2029 4.000% 490,000.00 19,251.07 3.929% 11/01/2030 4.125% 155,000.00 8,343.03 5.383% 11/01/2031 4.250% 160,000.00 11,091.02 6.932% 11/01/2032 4.250% 170,000.00 12,957.92 7.622% 11/01/2033 4.250% 170,000.00 14,000.21 8.235% 3, 300, 000.00 101, 031.2 2 R13B_SR, VRA Infrastructure Revenue Bonds, Series 2013B, 13B_SR: SERIAL 11/01/2024 4.000% 920,000.00 -1,223.92 -0.133% 11/01/2025 5.000% 950,000.00 22,177.38 2.334% 11/01/2026 5.000% 1,000,000.00 43,048.92 4.305% 11/01/2027 5.000% 1,050,000.00 66,379.88 6.322% 11/01/2028 5.000% 1,095,000.00 88,957.90 8.124% 11/01/2029 4.000% 1,155,000.00 48,448.61 4.195% 11/01/2030 4.000% 355,000.00 17,394.22 4.900% 11/01/2031 4.000% 375,000.00 20,837.32 5.557% 11/01/2032 4.125% 385,000.00 27,145.10 7.051% 11/01/2033 4.250% 410,000.00 35,536.22 8.667% 7,695,000.00 368,701.63 10,995,000.00 469,732.85 Note: Calculated Using Remaining Maturities Aug 30, 2023 1:58 pm Prepared by Raymond James RAYMOND JAMES* Date SAVINGS Roanoke County Roanoke County Refunding of VRA Bonds (Series 2013B) Based on rates as of August 29, 2023 Preliminary and Subject to Change Present Value Prior Refunding Refunding Refunding to 11/15/2023 Debt Service Debt Service Expenses Net Cash Flow Savings @ 3.1605869% 06/30/2024 248,721.89 237,818.05 5,945.45 243,763.50 4,958.39 4,887.21 06/30/2025 1,780,425.03 1,715,000.00 12,125.01 1,727,125.01 53,300.02 51,885.12 06/30/2026 1,770,606.28 1,712,000.00 10,550.01 1,722,550.01 48,056.27 45,348.58 06/30/2027 1,768,415.66 1,706,000.00 8,900.01 1,714,900.01 53,515.65 48,920.96 06/30/2028 1,772,837.54 1,711,625.00 7,165.63 1,718,790.63 54,046.91 47,875.36 06/30/2029 1,773,690.66 1,713,500.00 5,337.50 1,718,837.50 54,853.16 47,081.06 06/30/2030 1,771,803.16 1,716,500.00 3,412.50 1,719,912.50 51,890.66 43,085.53 06/30/2031 592,259.40 535,750.00 2,143.75 537,893.75 54,365.65 43,733.56 06/30/2032 595,409.39 537,625.00 1,565.63 539,190.63 56,218.76 43,815.76 06/30/2033 592,275.01 533,375.00 959.38 534,334.38 57,940.63 43,753.91 06/30/2034 592,687.50 533,000.00 325.00 533,325.00 59,362.50 43,436.27 13,259,131.52 12,652,193.05 58,429.87 12,710,622.92 548,508.60 463,823.32 Savings Summary PV of savings from cash flow Plus: Refunding funds on hand 463,823.32 5,909.53 Net PV Savings 469,732.85 Aug 30, 2023 1:58 pm Prepared by Raymond James ACTION NO. ITEM NO. 1.7 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Ordinance authorizing the execution of an amendment to the Memorandum of Understanding with Blue Ridge Behavioral Healthcare and other local government entities governing the Marcus Alert Program for the Roanoke Valley SUBMITTED BY: Mary Beth Nash Senior Assistant County Attorney APPROVED BY: Richard L. Caywood County Administrator ISSUE: After execution of the multi -jurisdictional Marcus Alert MOU among local governments, Blue Ridge Behavioral Healthcare and Frontier Health, a concern arose over whether the terms of the MOU should require the Sheriffs of the City of Roanoke and Roanoke County to provide dedicated staff to carry out the Marcus Alert mandates. BACKGROUND: The General Assembly authorized the Marcus Alert statute in 2020 which requires, among other things, a collaborative relationship between parties for a system of uniform communications and operations of the MARCUS Alert Program while also ensuring that individuals experiencing behavioral health crisis are served by the behavioral health comprehensive crisis service system when feasible. The Marcus Alert legislation was designed as a phased -in program, with the comprehensive response from law enforcement and the local community services board no later than July 1, 2023. DISCUSSION: Removing the requirement for the City of Roanoke and Roanoke County Sheriffs to dedicate staff to the implementation of Marcus Alert will not affect the ability to carry out the mandates of the program. Roanoke County Police and City of Roanoke Police will continue to dedicate staff and provide the requisite law enforcement response for Page 1 of 2 Marcus Alert. The other parties to the Marcus Alert MOU do not object to this Amendment. There have been no changes since the first reading of this ordinance on September 12, 2023. FISCAL IMPACT: The amendment to Marcus Alert will not have any fiscal impact on the County. STAFF RECOMMENDATION: Staff recommends approval of the attached ordinance. Page 2 of 2 FIRST AMENDMENT TO MEMORANDUM OF UNDERSTANDING GOVERNING THE MARCUS ALERT PROGRAM FOR THE ROANOKE VALLEY, VIRGINIA — CITY OF ROANOKE, CITY OF SALEM, COUNTY OF CRAIG, COUNTY OF ROANOKE, COUNTY OF BOTETOURT, TOWN OF VINTON, VIRGINIA, SERVICE AREA FOR BLUE RIDGE BEHAVIORAL HEALTHCARE This Memorandum of Understanding Governing the MARCUS Alert Program for the Roanoke Valley, Virginia — City of Roanoke, City of Salem, County of Craig, County of Roanoke, County of Botetourt, Town of Vinton, Virginia, which is the Service Area for Blue Ridge Behavioral Healthcare ("Agreement"), is amended as noted herein, effective on the day of , 2023 ("Effective Date"), by and between Blue Ridge Behavioral Healthcare ("BRBH"), New River Valley Community Services ("NRVCS"), Frontier Health ("FH"), Matthew T. Ward, in his official capacity as Sheriff of Botetourt County ("BCSO"), Botetourt County ("Botetourt"), Roanoke County ("County"), J. Eric Orange, in his official capacity as Sheriff of Roanoke County ("RCSO"), Roanoke City ("City"), Antonio D. Hash, in his official capacity as Sheriff of Roanoke City ("RSO"), April M. Staton, in her official capacity as Sheriff of Salem City ("SSO"), City of Salem ("Salem"), Town of Vinton ("Vinton"), Craig County ("Craig"), and Trevor Craddock, in his official capacity as Sheriff of Craig County ("CCSO") (collectively, "the Parties"). This First Amendment is made pursuant to Section 20 of the 1 July 2023 MARCUS Alert MOU among the Parties, which requires that all amendments to the MOU be in writing and endorsed by the Parties. TO WIT, the MARCUS Alert MOU is modified as follows: I. Amend Section 5 of the MOU by deleting Subsection 5.5.1 in its entirety and replacing Subsection 5.5.1 with the following: 5.5.1. Among the Parties, only Roanoke County and the City of Roanoke shall be required to dedicate staff specifically to the MARCUS Alert Program; however, nothing herein shall prohibit the remaining Parties from dedicating staff specifically to the MARCUS Alert Program. II. Amend the MOU by adding a new Section 22 to follow Section 21 and to read and provide as follows: 22. OTHER AGREEMENTS The terms of this Agreement shall in no way nullify or otherwise affect the obligations of the Parties with regard to other inter and intra-governmental agreements among the Parties. III. Effect: MARCUS Alert Program MOU Page 1 of 5 Except as explicitly set forth herein, all other terms and conditions of the MARCUS Alert MOU previously approved by the parties and that went into effect 1 July 2023 shall remain in full force and effect. [Signatures continue on following page.] MARCUS Alert Program MOU Page 2 of 5 IN WITNESS WHEREOF, this instrument has been executed by duly authorized representatives of the Parties as indicated by signatures below. Blue Ridge Behavioral Healthcare New River Valley Community Services Signature: Signature: By: By: Title: Executive Director Title: Planning District I Behavioral Health Services Frontier Health (Crisis Call Center) Signature: Signature: By: By: Title: Title: MARCUS Alert Program MOU [remainder of page intentionally blank] Page 3 of 5 City of Roanoke Signature: By: Robert S. Cowell, Jr. Title: City Manager Sheriff, City of Roanoke, in his official capacity Signature: By: Antonio D. Hash Title: Sheriff County of Roanoke Signature: By: Richard L. Caywood, P.E. Title: County Administrator Sheriff, County of Roanoke, in his official capacity Signature: By: J. Eric Orange Title: Sheriff Town of Vinton Signature: By: Richard Peters Title: Town Manager MARCUS Alert Program MOU Approved as to Form Signature: By: Title: City Attorney Approved as to Form Signature: By: Title: County Attorney Approved as to Form Signature: By: Title: Town Attorney Page 4 of 5 City of Salem Approved as to Form Signature: By: James E. Taliaferro, II Title: City Manager Sheriff, City of Salem, in her official capacity Signature: By: April M. Staton Title: Sheriff Signature: By: Title: City Attorney County of Botetourt Approved as to Form Signature: By: Gary Larrowe Signature: By: Title: County Administrator Title: County Attorney Sheriff, County of Botetourt, in his official capacity Signature: By: Matthew T. Ward Title: Sheriff County of Craig Approved as to Form Signature: By: Robert R. "Dan" Collins Title: County Administrator Sheriff, County of Craig, in his official capacity Signature: By: Trevor Craddock Title: Sheriff MARCUS Alert Program MOU Signature: By: Title: County Attorney Page 5 of 5 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER, TUESDAY, SEPTEMBER 26, 2023 ORDINANCE AUTHORIZING THE EXECUTION OF AN AMEMDMENT TO MEMORANDUM OF UNDERSTANDING WITH BLUE RIDGE BEHAVIORAL HEALTHCARE AND OTHER LOCAL GOVERNMENT ENTITIES GOVERNING THE MARCUS ALERT PROGRAM FOR THE ROANOKE VALLEY WHEREAS, effective 1 July 2023, the Town of Vinton, City of Salem, City of Roanoke, Roanoke County, Craig County, Botetourt County, and the Sheriffs of Roanoke, Craig, Botetourt Counties and the Sheriffs of City of Salem and City of Roanoke in the Sheriffs' respective official capacities, entered into a Memorandum of Understanding with Blue Ridge Behavioral Healthcare and Frontier Health to outline the parties' responsibilities with regard to the Marcus Alert statute codified in Title 9.1 of the Code of Virginia, 1950, as amended; and WHEREAS, the Marcus Alert system for these localities launched effective 1 July 2023, as required by the Code; and WHEREAS, after the launch of the program, the parties recognized a need to amend the staffing requirements as set forth in the original MOU to require only Roanoke County and the City of Roanoke to dedicate staff specifically to carry out the duties set forth in the Marcus Alert statute; and WHEREAS, the amendment is memorialized in an Amended Memorandum of Understanding signed by an authorized representative of all localities and agencies; and WHEREAS, Section 15.2-1300 of the Code of Virginia, 1950, as amended, requires that intergovernmental agreements involving joint exercise of powers, privileges or authority be accomplished by ordinance; the first reading of this ordinance was held on August 22, 2023, and the second reading was held on September 12, 2023. Page 1 of 2 NOW, THEREFORE, BE IT ORDAINED BY the Board of Supervisors of Roanoke County, Virginia, that 1. The amendment to the Memorandum of Understanding among the Town of Vinton, City of Salem, City of Roanoke, Roanoke County, Craig County, Botetourt County, and the Sheriffs of Roanoke, Craig, Botetourt Counties and the Sheriffs of City of Salem and City of Roanoke in the Sheriffs' respective official capacities, to remove the staffing requirement for the Roanoke County and Roanoke City Sheriffs for the Marcus Alert Program be approved. 2. That the County Administrator, Deputy County Administrator or an Assistant County Administrator, is authorized to execute such documents and take such actions on behalf of the Board of Supervisors in this matter as are necessary to accomplish the execution of this Agreement, all of which shall be approved as to form by the County Attorney. 3. That this ordinance shall be effective on and from the date of its adoption. Page 2 of 2 ACTION NO. ITEM NO. 1_8 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Request to accept and allocate the grant funds in the amount of $147,276 from the Division of Motor Vehicles for the purpose of Selective Enforcement SUBMITTED BY: Michael Poindexter Chief of Police APPROVED BY: Richard L. Caywood County Administrator ISSUE: Acceptance and allocation of $147,276 in total grant funding from the Division of Motor Vehicles for traffic enforcement and training. BACKGROUND: The Virginia Highway Safety Office, part of the Virginia Department of Motor Vehicles, oversees the funding and coordinating of various highway safety grant programs. These programs are designed to improve the safety of motorists by focusing on a variety of factors that contribute to motorist injury. The Roanoke County Police Department has been awarded Selective Enforcement Grants as part of the ongoing initiative to reduce traffic fatalities in the Commonwealth of Virginia. The Roanoke County Police Department has received grants from the Division of Motor Vehicles for approximately 25 years. The Police Department uses these grants to reduce alcohol and speed related fatalities and serious injuries in traffic crashes, increase occupant protection, and to provide additional speed enforcement on 1-81 and 1-581. DISCUSSION: The Division of Motor Vehicles awarded to the Roanoke County Police Department the Page 1 of 2 following grants: 1. Selective Enforcement Grant in the amount of $79,800 to reduce alcohol related fatalities and serious injuries in traffic crashes 2. Selective Enforcement Grant in the amount of $67,476 to provide additional speed and occupant protection enforcement. The grant funds will be utilized for personnel and training costs associated with each grant program, as well as the purchase of three additional Hand-held Radars. FISCAL IMPACT: The awarded grant funds total $147,276, which includes a required local match of $73,638. The County will meet the local match through operational funds budgeted for fuel and vehicle maintenance in the fiscal year 2023-2024 Police Department budget. STAFF RECOMMENDATION: Staff recommends acceptance and allocation of the grant funds to the Roanoke County Police Department in the amount of $147,276 from the Division of Motor Vehicles for the Selective Enforcement Grants. Page 2 of 2 Gerald F. Lackey, Ph.D. Commissioner William Hoopes Sergeant Roanoke County 5925 Cove Rd. Roanoke, VA 24019 Dear William Hoopes: COMMONWEALTH of VIRGINIA Department of Motor Vehicles August 15, 2023 2300 W. Broad St. P.O. Box 274I2 Richmond, VA 23269-0001 (804) 497-7100 TTY: 711 or (800) 828-1120 dmv.virginia.gov Safety has been and will continue to be a high priority in Virginia's overall transportation system. The Youngkin administration is committed to ensuring that safety is the highest priority in the development of the Commonwealth's multi -modal transportation system. I am pleased to inform you that the highway safety project proposal(s) listed below is approved for pass -through grant funding from the National Highway Traffic Safety Administration (NHTSA) for Federal Fiscal Year (FFY) 2024. Project Number Project Title Amount Approved ENF_AL-2024-54036-24036 Selective Enforcement - Alcohol BPT-2024-54037-24037 Selective Enforcement - Police Traffic Services $79,800.00 $67,476.00 The availability of funds under this grant is contingent upon two conditions: (1) the project director and the fiscal contact responsible for the financial management of your grant(s) must attend a grantee workshop (2) full execution of FFY2024 Grant Agreement by the sub -recipient and Department of Motor Vehicles and (3) the release of federal funds to the Commonwealth. Your assigned project monitor will be contacting you to provide the dates and locations for this mandatory training. You will receive the Highway Safety Grant Agreement package after the training session. As an award recipient, it is important that you read and follow the information, including the Code of Federal Regulations, carefully. If you have any questions regarding the conditions, please contact the project monitor assigned to your grant(s). Thank you for your commitment and participation in improving highway safety. We look forward to the positive impact that your project(s) will have on making our roadways safer. Sincerely, eet.ta Gerald F. Lackey, Ph.D. Commissioner GFL/sm Project Monitor: Steven Williams - Roanoke Region ACTION NO. ITEM NO. 1_9 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Request to approve the Board of Supervisors budget development calendar for fiscal year 2024-2025 SUBMITTED BY: Laurie Gearheart Director of Finance and Management Services APPROVED BY: Richard L. Caywood County Administrator ISSUE: Planning for the fiscal year 2024-2025 operating and capital budgets is underway. Attachment A is the budget development calendar detailing required Board of Supervisors actions, public hearings, budget work sessions, and briefings associated with both the operating and capital budgets. BACKGROUND: As part of the annual budget development process, the Department of Finance and Management Services prepares a budget development calendar for approval by the Board of Supervisors. While the calendar is subject to change, it provides the Board of Supervisors and County staff a clear timeline to meet all legal obligations associated with both the operating and capital budgets. The budget calendar also adheres to requirements set forth within the Comprehensive Financial Policy. FISCAL IMPACT: There is no fiscal impact associated with the approval of the budget development calendar. STAFF RECOMMENDATION: Staff recommends approval of the fiscal year 2024-2025 budget development calendar. Page 1 of 1 ATTACHMENT A Fiscal Year 2024-2025 Budget Development Calendar (dates subject to change) Date Board Actions Public Hearings Briefings/Work Sessions 9/12/2023 Work Session: Discuss the Fiscal Year 2024-2025 Budget Process 9/26/2023 Approval of FY 2024-2025 budget development calendar (consent agenda) Work Session: Fiscal Year 2022-2023 Preliminary and Unaudited Year -End Overview 10/24/2023 Work Session: Capital Projects Status Update (General Services/PRT, Finance & Management Services) 12/12/2023 Presentation of Year End Financial Results for June 30, 2023, acceptance of audit report and allocation of year end funds Meeting Tentative 1/9/2024 Briefing: 2024 Assessment (Assessor,Finance & Management Services) Work Session: County Financial Policies Review - if necessary; Preliminary Discussion of Proposed FY 2025 - FY 2034 Capital Improvement Program 1/23/2024 Approval of updated County financial policies - if necessary Work Session: FY 2023-2024 Mid -Year Revenue and Expenditure Update; Fiscal Year 2024-2025 Budget Issues (resolution) 2/13/2024 Work Session: FY 2024-2025 Revenue Outlook; County Fees & Charges Compendium 2/27/2024 Work Session: FY 2025-2034 Capital Improvement Program; FY 2024-2025 Compensation Update, Outside Agency Funding 3/12/2024 Public Hearing: Effective Tax Rate (if necessary) 3/26/2024 Briefing: County Administrator's Proposed FY 2024-2025 Operating Budget and Capital Improvement Program Presentation 4/9/2024 Adoption of 2024 tax rates (order) Public Hearing: Tax Rate Adoption Work Session: Proposed FY 2024-2025 Operating Budget Information 1 of 2 ATTACHMENT A Fiscal Year 2024-2025 Budget Development Calendar (dates subject to change) Date Board Actions Public Hearings Briefings/Work Sessions Meeting Tentative 4/23/2024 Public Hearing: Operating and Capital Budgets (first of two) Work Session: Proposed FY 2024-2025 Operating Budget Information 5/14/2024 First reading of budget ordinances (total of three ordinances) Approval of School Board budget categories (resolution) Public Hearing: Operating and Capital Budgets (two of two) 5/28/2024 Second reading of budget ordinances (total of three ordinances) Approval of operating and capital budgets, revenues and expenditures for County and Schools (resolution) 2 of 2 ACTION NO. ITEM NO. 1.10 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Resolution granting a waiver to Hollins University under Section 13-23 of the Roanoke County Code to the provisions of the County's Noise Ordinance, Article II. Noise of Chapter 13. Offenses — Miscellaneous SUBMITTED BY: Deborah C. Jacks Chief Deputy Clerk to the Board of Supervisors APPROVED BY: Richard L. Caywood County Administrator ISSUE: Approval of a noise ordinance waiver for Hollins University per Section 13-23 of the Roanoke County Code. BACKGROUND: Hollins University has requested a waiver from the County's noise ordinance under Section 13-23 of the Roanoke County Code to allow for their annual Fall Formal to be held on September 30, 2023. The Board of Supervisors has annually approved a noise ordinance waiver for Hollins University since 2010 to permit similar events. In order to again approve such a waiver, the Board will need to make a finding (by resolution) that doing so would not endanger the public health, safety, or welfare. FISCAL IMPACT: There is no fiscal impact associated with this request. STAFF RECOMMENDATION: Staff recommends that the Board consider the adoption of the attached resolution. Page 1 of 1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 RESOLUTION GRANTING A WAIVER TO HOLLINS UNIVERSITY UNDER SECTION 13-23 OF THE ROANOKE COUNTY CODE TO THE PROVISIONS OF THE COUNTY'S NOISE ORDINANCE, ARTICLE II. NOISE OF CHAPTER 13. OFFENSES — MISCELLANEOUS WHEREAS, Hollins University, a private university located in north Roanoke County, will be holding their annual Fall Formal on the evening of September 30, 2023, on the grounds of the University; and WHEREAS, in order to accommodate the advertised time frame and to mitigate economic hardship by enhancing students' sense of connectedness with Hollins and the Roanoke Valley through social interaction that supports recruiting and retaining students that in turn affects the economic vitality of the University and Roanoke County with this event, Hollins University is requesting a waiver of the County noise ordinance for (2) hours from 10:00 P.M. till midnight, on September 30, 2023; and WHEREAS, Section 13-23 of the Roanoke County Code establishes certain standards for the Board of Supervisors to grant waivers from the provision of the Roanoke County Noise Ordinance to avoid undue hardship upon consideration of certain factors set forth in sub -section (b) of Section 13-23 and after making certain alternative findings. NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of Roanoke County, Virginia, as follows: 1. That the Board FINDS, pursuant to Section 13-23 of the Roanoke County Code, that the anticipated noise from the proposed events (as set forth in the preliminary recitals) will not endanger the public health, safety or welfare; and Page 1 of 2 2. That the provisions of Section 13-21. Specific acts as noise, sub -section (5) and Section 13-20. General prohibition of Article II. Noise be WAIVED for a period of two (2) hours until midnight on September 30, 2023. 3. That this Waiver is granted specifically to Hollins University for the events scheduled at the University on September 30, 2023. Page 2 of 2 Zoe Thornhill Office of Student Activities and Organizations Hollins University Roanoke, VA 24020 thornhillzml@hollins.edu 540-362-6986 September 19, 2023 Board of Supervisors Roanoke County 5204 Bernard Dr Roanoke, VA 24018 To the Roanoke County Board of Supervisors and County Attorney Peter Lubeck : 1 am writing to you on behalf of the Formal Events Committee at Hollins University. Our annual Fall Formal, one of two formal dances given during the academic year, is currently scheduled for the end of this month. It would occur on the Hollins University Campus on the evening of Saturday, September 30, 2023. At this time, this student -run event is set to begin at 8 p.m. and would end no later than 12:00 a.m. Regarding the provisions of the County's Noise Ordinance, Article II, Chapter 13, we are hoping to be granted a variance of the noise ordinance that would allow us amplified music on the outdoor dancefloor through the end of the dance. We appreciate your understanding in this matter and do hope to be present at your next meeting to discuss these exemptions. Please feel free to contact me with any questions or concerns. Thank you, Zoe M. Thornhill Manager of Student Activities and Organizations P.O. Box 9543 (540) 362-6986 E-mail: thomhillzml@hollins.edu County of Roanoke Unappropriated Balance, Board Contingency, and Capital Reserves Fiscal Year 2023-2024 General Government Capital Unappropriated Balance % of Revenues Board Contingency Expenditure Contingency Reserves Unaudited balance as of June 30, 2023 Addition of 2022-23 operations and close out of completed projects Approved Sources: $ 26,217,687 $ - $ - $ 11,810,663 2,974,113 50,000 608,162 (5,925,138) (2,000,000) Appropriated from 2023-24 budget (Ordinance 052323-2) Approved Uses: Appropriated for 2023-24 budget (Ordinance 052323-3) MOU regarding the joint capital funding approved on April 11, 2023 Balance at September 26, 2023 $ 29,191,800 12.0% $ 50,000 $ 608,162 $ 3,885,525 COUNTY OF ROANOKE, VIRGINIA CHANGES IN OUTSTANDING DEBT Changes in outstanding debt for the fiscal year to date were as follows: Unaudited Outstanding Outstanding June 30, 2023 Additions Deletions September 26, 2023 VPSA School Bonds $ 77,829,551 $ Lease Revenue Bonds 82,760,000 Subtotal 160,589,551 Premiums 12,147,305 $ 172,736,856 $ $ 8,048,369 $ 69,781,182 82,760,000 8,048,369 152,541,182 12,147,305 $ 8,048,369 $ 164,688,487 Submitted By Laurie L. Gearheart Director of Finance and Management Services Approved By Richard L. Caywood County Administrator COUNTY OF ROANOKE Comparative Statement of Budgeted and Actual Revenues General Fund - C100 For the Two Months Ending Thursday, August 31, 2023 Prior Year Current Year Variances Revenues Revenues Budget Revenues % of Budget Budget Revenues % of Budget Actuals % of Variance Real Estate Taxes $110,497,500 $3,426,495 3.10% $119,492,000 $3,822,063 3.20% $395,568 10.35% Personal Property Taxes 39,000,000 623,055 1.60% 44,500,000 782,502 1.76% 159,447 20.38% Public Service Corp Base 4,040,928 0 0.00% 4,220,000 0 0.00% 0 0.00% Penalties & Interest on Property Tax 529,072 122,415 23.14% 1,130,000 135,394 11.98% 12,980 9.59% Payment In Lieu Of Taxes 180,000 0 0.00% 210,000 0 0.00% 0 0.00% Total General Property Taxes 154,247,500 4,171,965 2.70% 169,552,000 4,739,959 2.80% 567,994 11.98% Communication Taxes 2,650,000 220,488 8.32% 2,550,000 215,408 8.45% (5,080) -2.36% Local Sales Tax 14,267,641 1,203,593 8.44% 15,800,000 1,329,677 8.42% 126,084 9.48% Consumer Utility Tax 3,750,000 297,015 7.92% 3,750,000 292,309 7.79% (4,706) -1.61% Business License Tax 7,225,000 73,953 1.02% 7,800,000 96,776 1.24% 22,823 23.58% Franchise Tax 700,000 0 0.00% 690,000 0 0.00% 0 0.00% Motor Vehicle License Fees 2,400,000 91,718 3.82% 2,450,000 87,556 3.57% (4,163) -4.75% Taxes On Recordation & Wills 1,800,000 (28,068) -1.56% 1,650,000 106,864 6.48% 134,932 126.26% Utility License Tax 600,000 27,108 4.52% 575,000 24,652 4.29% (2,456) -9.96% Hotel & Motel Room Taxes 1,349,568 78,203 5.79% 1,650,000 68,416 4.15% (9,787) -14.31% Taxes - Prepared Foods 4,800,000 482,686 10.06% 6,100,000 550,621 9.03% 67,935 12.34% Other Taxes 675,000 112,615 16.68% 1,345,000 119,043 8.85% 6,429 5.40% Total Other Local Taxes 40,217,209 2,559,310 6.36% 44,360,000 2,891,321 6.52% 332,011 11.48% Animal Control Fees 42,500 6,755 15.89% 42,500 4,078 9.60% (2,677) -65.64% Land and Building Fees 15,850 834 5.26% 15,850 1,884 11.89% 1,050 55.75% Permits 924,107 98,618 10.67% 924,107 85,464 9.25% (13,155) -15.39% Prior Year Current Year Variances Revenues Revenues Budget Revenues % of Budget Budget Revenues % of Budget Actuals % of Variance Fees 64,600 27,260 42.20% 64,600 5,823 9.01% (21,438) -368.16% Clerk of Court Fees 127,000 12,852 10.12% 127,000 12,616 9.93% (236) -1.87% Photocopy Charges 210 0 0.00% 210 0 0.00% 0 0.00% Total Permits, Fees and Licenses 1,174,267 146,320 12.46% 1,174,267 109,865 9.36% (36,455) -33.18% Fines and Forfeitures 400,000 43,169 10.79% 558,500 45,435 8.14% 2,265 4.99% Total Fines and Forfeitures 400,000 43,169 10.79% 558,500 45,435 8.14% 2,265 4.99% Revenues from Use of Money 90,897 18,950 20.85% 500,000 152,988 30.60% 134,038 87.61% Revenues From Use of Property 178,200 38,562 21.64% 185,014 25,630 13.85% (12,932) -50.46% Total Use of Money and Property 269,097 57,512 21.37% 685,014 178,618 26.08% 121,105 67.80% Charges for Services 3,790,100 313,651 8.28% 3,750,400 264,764 7.06% (48,887) -18.46% Charges for Public Services 70,000 75 0.11% 70,000 285 0.41% 210 73.68% Education Aid -State 0 0 0.00% 0 0 0.00% 0 0.00% Total Charges for Services 3,860,100 313,726 8.13% 3,820,400 265,049 6.94% (48,677) -18.37% Reimb-Shared Programs Salem 996,464 35,052 3.52% 1,124,084 41,303 3.67% 6,251 15.14% Miscellaneous Revenue 288,536 39,547 13.71% 298,536 23,611 7.91% (15,936) -67.49% Recovered Costs 800,129 111,912 13.99% 950,000 164,024 17.27% 52,112 31.77% Total Miscellaneous 2,085,129 186,511 8.94% 2,372,620 228,939 9.65% 42,428 18.53% Non -Categorical Aid 402,000 329,398 81.94% 418,000 351,680 84.13% 22,283 6.34% Shared Expenses 5,752,453 357,649 6.22% 6,199,847 528,684 8.53% 171,034 32.35% Prior Year Current Year Variances Revenues Revenues Budget Revenues % of Budget Budget Revenues % of Budget Actuals % of Variance Welfare & Social Services -Categoric 3,882,401 372,012 9.58% 4,786,943 1,010,778 21.12% 638,766 63.20% Other State Categorical Aid 2,468,805 600,575 24.33% 2,468,805 52,478 2.13% (548,096) -1044.43% Welfare & Social Services 6,250,000 559,948 8.96% 6,550,000 0 0.00% (559,948) 0.00% Education Aid -Federal 0 0 0.00% 0 0 0.00% 0 0.00% Other Categorical Aid 0 0 0.00% 0 0 0.00% 0 0.00% Total State and Federal Revenue 18,755,659 2,219,581 11.83% 20,423,595 1,943,620 9.52% (275,961) -14.20% Other Financing Sources 2,136,630 0 0.00% 3,900,878 0 0.00% 0 0.00% Total Other Financing Sources 2,136,630 0 0.00% 3,900,878 0 0.00% 0 0.00% Transfers 0 0 0.00% 0 0 0.00% 0 0.00% Total Transfers 0 0 0.00% 0 0 0.00% 0 0.00% Grand Totals 223,145,591 9,698,094 4.35% 246,847,274 10,402,805 4.21% 704,710 6.77% COUNTY OF ROANOKE Comparative Statement of Budgeted and Actual Expenditures and Encumbrances General Fund - C100 For the Two Months Ending Thursday, August 31, 2023 Prior Year Current Year Variances Expenditures Exp & Encum Expenditures Exp & Encum % of Budget & Encumbrances % of Budget Budget & Encumbrances % of Budget Actuals Variance Legislative 397,452 51,117 12.86% 496,434 55,466 11.17% 4,756 8.57% General & Financial Administration 8,765,966 1,312,433 14.97% 9,686,100 1,483,165 15.31% 119,178 8.44% Electoral Board & Officials 818,050 61,123 7.47% 878,412 83,474 9.50% 22,351 26.78% General Government Administration Courts Other Judicial Support Judicial Law Enforcement & Traffic Cont Fire and Rescue Correction & Detention Animal Control Public Safety 9,981,468 1,424,673 14.27% 11,060,946 1,622,105 14.67% 146,286 9.43% 1,712,191 266,303 15.55% 1,824,442 279,626 15.33% 4,285 1.58% 1,457,425 230,510 15.82% 1,567,615 247,027 15.76% 16,517 6.69% 3,169,616 496,813 15.67% 3,392,057 526,653 15.53% 20,802 4.02% 16,755,911 2,780,403 16.59% 19,147,546 3,120,084 16.29% 317,528 10.62% 20,084,555 3,053,433 15.20% 23,049,523 3,676,510 15.95% 709,814 19.51% 10,803,757 1,474,456 13.65% 12,260,647 1,560,046 12.72% 116,119 7.51% 1,123,804 179,192 15.95% 1,365,488 210,179 15.39% 30,987 14.74% 48,768,027 7,487,484 15.35% 55,823,204 8,566,820 15.35% 1,174,448 14.01% General Services Administration 922,357 143,864 15.60% 1,104,225 141,939 12.85% (3,598) -2.57% Refuse Disposal 5,631,337 874,835 15.54% 5,830,467 851,786 14.61% 37,563 4.60% Maint Buildings & Grounds 5,383,249 875,130 16.26% 5,286,786 1,057,600 20.00% 198,132 19.50% Engineering 2,310,688 345,568 14.96% 2,582,251 471,010 18.24% 98,564 23.04% Inspections 1,116,090 167,430 15.00% 1,193,331 163,713 13.72% (3,718) -2.27% Garage Complex 0 0 0.00% 0 0 0.00% 0 0.00% Public Works Prior Year Current Year Variances Expenditures Exp & Encum Expenditures Exp & Encum % of Budget & Encumbrances % of Budget Budget & Encumbrance e % of Budget Actuals Variance 15,363,721 2,406,827 15.67% 15,997,060 2,686,048 16.79% 326,944 12.75% Mental Health 0 0 0.00% 0 0 0.00% 0 0.00% Public Health 579,181 137,900 23.81% 579,181 144,795 25.00% 6,895 4.76% Social Services Administration 8,508,647 1,182,120 13.89% 9,642,017 1,365,188 14.16% 181,394 13.30% Comprehensive Services Act 0 0 0.00% 0 0 0.00% 0 0.00% Public Assistance 4,918,666 737,230 14.99% 4,918,666 723,016 14.70% (14,213) -1.97% Social Services Organizations 0 0 0.00% 0 0 0.00% 0 0.00% Health and Welfare 14,006,494 2,057,249 14.69% 15,139,864 2,233,000 14.75% 174,075 7.80% Parks & Recreation 2,533,691 426,324 16.83% 3,166,375 497,204 15.70% 71,893 14.46% Library 4,559,319 708,291 15.54% 4,865,913 719,744 14.79% 41,435 5.77% Cultural Enrichment 0 0 0.00% 0 0 0.00% 0 0.00% Parks, Recreation & Cultural 7,093,010 1,134,615 16.00% 8,032,288 1,216,948 15.15% 113,328 9.32% Planning & Zoning 1,539,145 208,007 13.51% 1,874,396 353,336 18.85% 85,543 30.30% Cooperative Extension Program 87,097 60 0.07% 115,391 45 0.04% (15) -33.03% Economic Development 561,720 65,556 11.67% 590,862 249,382 42.21% 31,448 32.44% Public Transportation 766,930 61,847 8.06% 510,000 118 0.02% (61,729) -52201.80% Contribution to Human Service Organizatio 0 0 0.00% 0 0 0.00% 0 0.00% Planning 2,954,892 335,470 11.35% 3,090,649 602,881 19.51% 55,247 14.56% Employee Benefits Dixie Caverns Landfill Cleanup 2,724,380 171,639 67,000 5,714 6.30% 2,458,302 230,428 9.37% 58,789 25.51% 8.53% 62,700 4,119 6.57% (1,595) -38.72% Prior Year Current Year Variances Expenditures Exp & Encum Expenditures Exp & Encum % of Budget & Encumbrances % of Budget Budget & Encumbrancee % of Budget Actuals Variance Miscellaneous 9,994,934 2,521,722 25.23% 10,946,943 2,473,707 22.60% (32,967) -1.33% Tax Relief/Elderly & Handicapp 1,110,000 734,408 66.16% 1,110,000 947,319 85.34% 212,911 22.48% Refuse Credit Vinton 225,000 55,000 24.44% 225,000 0 0.00% (55,000) 0.00% Board Contingency 2,186,630 0 0.00% 3,632,275 0 0.00% 0 0.00% Unappropriated Balance 0 0 0.00% 0 0 0.00% 0 0.00% Non -Departmental 16,307,944 3,488,483 21.39% 18,435,220 3,655,573 19.83% 182,137 4.98% Interfund Transfers Out 99,702,126 23,809,672 23.88% 109,800,809 26,233,893 23.89% 2,424,222 9.24% Intrafund Transfers Out 5,798,293 952,651 16.43% 6,075,177 2,947,425 48.52% 1,994,775 67.68% Transfers Out 105,500,419 24,762,322 23.47% 115,875,986 29,181,319 25.18% 4,418,996 15.14% Grand Totals 223,145,591 43,593,936 19.54% 246,847,274 50,291,347 20.37% 6,612,264 13.31% ACTION NO. ITEM NO. AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Accounts Paid — August 2023 SUBMITTED BY: Laurie L. Gearheart Director of Finance and Management Services APPROVED BY: Richard L. Caywood County Administrator COUNTY ADMINISTRATOR'S COMMENTS: SUMMARY OF INFORMATION: Direct Deposit Checks Total Payments to Vendors $ $ $ 17,130,585.80 Payroll 08/04/23 1,980,291.94 32,986.19 2,013,278.13 Payroll 08/18/23 2,103,961.32 29,548.68 2,133,510.00 Manual Checks 700.47 700.47 Grand Total $ 21,278,074.40 A detailed listing of the payments to vendors is on file with the Clerk to the Board of Supervisors. ACTION NO. ITEM NUMBER AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER. MEETING DATE: September 26, 2023 AGENDA ITEMS: Statement of the Treasurer's Accountability per Investment and Portfolio Policy, as of 31-Aug-23 SUMMARY OF INFORMATION: CASH INVESTMENT: TRUIST CONCENTRATION 10, 287, 798.46 10, 287, 798.46 GOVERNMENT: TRUIST CONTRA (632,370.00) TRUIST 39,000,005.88 TRUIST ROA CONTRA (23,620.00) TRUIST ROA 1,000,000.00 LOCAL GOV'T INVESTMENT POOL: GENERAL OPERATION ROCO EMA PORTFOLIO ROCO EMA PORTFOLIO CONTRA 40,228,034.35 1,031,798.12 5,167.82 MONEY MARKET: ATLANTIC UNION BANK 4,613,160.36 HOMETRUST BANK 4,129,164.30 TRUIST 23,907,315.34 TRUIST ROA 4,486,808.65 PUBLIC FUNDS: BANK OF BOTETOURT 7,124,446.54 39,344,015.88 41,265,000.29 37,136,448.65 7,124, 446.54 TOTAL 135,157,709.82 09-26-2023 ACTION NO. ITEM NO. L.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: Work session to review with the Board of Supervisors the preliminary and unaudited financial results for the fiscal year ending June 30, 2023 for the County of Roanoke, Virginia SUBMITTED BY: Laurie Gearheart Director of Finance and Management Services APPROVED BY: Richard L. Caywood County Administrator ISSUE: Provide the Board of Supervisors a preliminary overview of the financial results for fiscal year ending June 30, 2023. BACKGROUND: Per Section 4-1 and 4-5 of the County of Roanoke's Comprehensive Financial Policy, County staff will provide a year-end comparison of budgeted to actual revenues and expenditures for the previous fiscal year. This presentation provides an overview of the budgeted and actual revenues and expenditures of the general government and other funds, along with information on fund balance reserves and policies. DISCUSSION: The Department of Finance and Management Services is currently working through the financial results for fiscal year ending June 30, 2023, and preparing for the annual audit of those results. The purpose of this work session is to provide the Board of Supervisors with preliminary and unaudited revenue and expenditure information for County funds as of June 30, 2023. Department of Finance and Management Services staff will review the attached PowerPoint presentation at the work session. Page 1 of 2 FISCAL IMPACT: There is no fiscal impact associated with the receipt of this information. STAFF RECOMMENDATION: Staff recommends that the Board of Supervisors receive the preliminary financial results for fiscal year ending June 30, 2023. Page 2 of 2 FY 2023 Year End Overview Board of Supervisors Work Session September 26, 2023 ROANOKE VIRGINIA COUNTY EST,1338 Work Session Agenda • Overview • FY 2023 General Government Revenue Summary • FY 2023 General Government Expenditure Summary • FY 2023 General Government Year End Summary • Fund Balance Policies • Children's Services Act (CSA) • Tax Relief Program 2 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Overview ROANOKE VIRGINIA COUNTY EST,I 338 Overview -Year End Highlights • Conservative budgeting due to continued economic uncertainties along with unexpected strong economic performance resulted in year-end revenues above budget • Preliminary general government expenditures came in below budget net of contingencies by $0.26M / 0.11% • Preliminary FY 2023 Year End savings are comparable with other localities and the Commonwealth • Most fund balances currently meet or exceed our comprehensive financial policy 4 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 FY 2023 General Government Revenue Summary ROANOKE VIRGINIA COUNTY EST,1338 FY 2023 Revenue - Budget vs. Actual Category Actual FY 2022 Amended Budget Actual FY 2023 FY 2023 $ Difference FY 2023 Amended vs. Actual % Difference FY 2023 Amended vs. Actual Real Estate Taxes Personal Property Taxes $ 105,637,680 $ 36,813,410 112,535,000 $ 113,353,109 40,812,500 41,099,393 818,109 0.73% 286,893 0.70% Intergovernmental Revenue (State/Federal) 18,116, 989 18,919,058 18,738,974 (180,084) -0.95% Other Local Taxes and Fees1 Local Sales Tax Other Revenues2 Business License Tax Meals Tax 15,281,898 14,152,239 7,876,096 7,763,436 5,310,072 15,175, 000 14,967,641 7,828,917 7,575,000 5,400,000 15,456,620 15,157,823 9,070,475 8,660,791 5,961,799 281,620 190,182 1,241,558 1,085,791 561,799 1.86% 1.27% 15.86% 14.33% 10.40% Communication Sales & Use Tax 2,810,863 2,650,000 2,739,072 89,072 3.36% Hotel/Motel Tax 1,688,196 1,349,568 1,855,469 505,901 37.49% Appropriated Beginning Balance 14,587,212 13,209,078 13,209,078 0.00% Total $ 230,038,091 $ 240,421,762 $ 245,302,603 $ 4,880,841 2.03% 1 Other Local Taxes and Fees includes: Public Service Corporation Tax, Payment in Lieu of Taxes, Penalties & Interest, Consumer Utility, Motor Vehicle License, Recordation and Conveyance, Other Local Taxes and Fees 'Other Revenues includes: Permits, Fees, & Licenses, Fines and Forfeitures, Use of Money and Property, Charges for Services, Recovered Costs, and Miscellaneous Revenue 6 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Actual Revenue - Major Categories • Real Estate • $818,109 or 0.73% above amended budget • Surplus revenue due to increased assessments and low inventory • Personal Property • $286,893 or 0.70% above amended budget • Used and new vehicle values remain high • Roanoke County adjusted tax relief to offset increased tax bills in past two years Budgeted Revenue $120.00 $115.00 $110.00 2 $105.00 $100.00 $95.00 $90.00 $85.00 $80.00 $45.00 $40.00 0 $35.00 $30.00 $25.00 Real Estate Revenue $113.35 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Personal Property Revenue FY 2019 Actual Revenue FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Budget $44.50 FY 2024 Budget 7 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Actual Revenue - Major Categories • Sales Tax • $190,182 or 1.27% above amended budget • Revenue increased over FY 2022 due to consumer spending and inflationary impacts on prices • Business License Tax • $1,085,791 or 14.33% above amended budget • Gross receipts increased with increased sales and prices which were impacted by inflation Budgeted Revenue $16.00 $15.00 $14.00 `o • $13.00 $12.00 $11.00 $10.00 $9.00 $9.00 $8.00 O $7.00 $6.00 $5.00 FY 2019 FY 2020 Actual Revenue FY 2019 Sales Tax Revenue FY 2020 FY 2021 FY 2022 $15.16 FY 2023 Business License Tax Revenue $8.66 FY 2021 FY 2022 *FY 2023 $15.80 FY 2024 Budget $7.80 FY 2024 Budget 8 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Actual Revenue - Major Categories • Meals Tax • $561,799 or 10.40% above amended budget • Revenue surplus due to several new restaurants opening in Roanoke County as well as inflation in prices • Hotel & Motel Room Taxes $6.50 $6.00 $5.50 N c $5.00 g • $4.50 $4.00 $3.50 $3.00 $2.00 • $505,901 or 37.49% above amended $1.50 budget $1.00 • Revenue surplus due to return of business travel and regional events $0.50 Budgeted Revenue $0.00 FY 2019 Meals Tax Revenue FY 2020 FY 2021 FY 2022 FY 2023 Hotel & Motel Room Tax Revenue $1.86 FY 2019 FY 2020 Actual Revenue FY 2021 FY 2022 FY 2024 Budget FY 2024 Budget 9 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 FY 2023 General Government Expenditure Summary ROANOKE VIRGINIA COUNTY EST,1338 FY 2023 Expenditures - General Government Expenditures by Category Category FY 2023 FY 2023 Amended Budget Actual Encumbrances Balance % of Budget Expended Personnel $ 76,587,928 $ 76,146,212 $ 441,716 99.42% Operating Transfers & Other Schools Operating 39,289,363 38,737,162 36,450,144 33,257,147 78,546,970 78,546,970 382,042 170,159 3,192,997 99.57% 91.24% 100.00% Schools Debt 7,668,357 7,668,357 100.00% Schools CSA 1,879,000 1,879,000 100.00% Total $ 240,421,762 $ 236,234,848 $ 382,042 $ 3,804,872 98.42% *Includes $3,000,000 budget amendment for Fuel and Expenditure Contingency and Revenue Stabilization 11 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 FY 2023 General Government Year End Summary ROANOKE VIRGINIA COUNTY EST,I 338 Overview - FY 2023 General Government Year End Summary FY 2023 Year -End Balance Amount Revenues above Adopted Budget 4,880,841 Expenditure Savings, Net of Encumbrances 3,804,872 Total 2023 Year End 8,685,713 Less FY 2023 Budgeted Contribution to Fund Balance (12%) (2,974,113) Less General Government Expenditure Contingency per Policy (.25%) (608,162) Less funding to Schools as per MOU (3,000,000) Less funding for Sheriff School Resource Officers (7/1/23-6/30/24) (318,608) Less funding for Blue Ridge Behavioral Healthcare, Demographic and Housing Studies and Internal Audit (carryover for audit) (432,713) Less Commitment to Airport Commission for Grant (250,000) Total Available Funds at FY 2023 Year End $ 1,102,122 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Summary of Revenue and Expenditures Savings and Proposed Year End FY23 Allocation Unaudited Count FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 Surplus Revenues Expenditures Savings TOTAL Use of Surplus: General Fund Unappropriated Balance General Government Exp. Contingency Funding to Schools as per MOU Sheriff School Resource Officers Commitment to Airport Commission for Grant Transfer to Capital Reserves Revenue/Expenditure Contingency Individual Capital Projects Restore funds to Capital Projects Equipment Replacement Contributions to Other Fund Balances Gratitude Bonus for Roanoke County Employee Other Items $ 1,328,574 $ 213,720 $ 1,542,294 $ 4,117,271 $ 2,276,393 $ 11,459,599 $ 14,329,913 $ 4,880,841 320,986 1,576,401 3,131,217 687,003 3,804,872 4,438,257 $ 3,852,794 $ 14,590,816 $ 15,016,916 $ 8,685,713 752,899 491,803 2,093,025 2,974,113 250,000 250,000 252,597 546,202 608,162 3,000,000 318,603 250,000 142,294 1,435,358 1,736,826 7,910,896 7,547,689 3,000,000 600,000 1,400,000 1,050,000 580,000 1,045,000 1,105,000 601,500 800,000 - 1,320,000 750,000 511,068 1,859,020 600,000 309,900 1,102,122 500,000 432,713 TOTAL $ 1,542,294 $ 4,438,257 $ 3,852,794 $ 14,590,816 $ 15,016,916 $ 8,685,713 14 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Fund Balance Policies ROANOKE VIRGINIA COUNTY EST,I 338 Other Funds Fund FY 2023 Beginning Balance FY 2023 Activity Undesignated Fund Balance (June 30, 2023) Fund Balance Policy $ Surplus/(Deficit) Fund Balance Policy Criminal Justice Academy $ 204,800 $ 23,522 $ 228,322 $ 45,415 $ 182,907 Fleet Service Center 273,307 (45,457) 227,850 306,467 (78,617) Fee Class Fund 721,528 (109,653) 611,875 259,932 351,943 Information Technology 591,003 662,392 1,253,395 397,223 856,172 Communications Shop 374,605 141,548 516,153 167,906 348,247 Emergency Communications Center (ECC) 346,714 83,514 430,228 216,469 213,759 16 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Internal Service Funds Fund FYE 2023 Beginning Balance +IBNR FY 2023 Activity Undesignated Fund Balance +IBNR Fund Balance Policy $ Surplus/(Deficit) Fund Balance Policy Health $ 2,557,774 $ 304,634 $ 2,862,408 $ 2,191,599 $ 670,809 Dental 83,280 29,741 113,021 113,021 Risk Management 3,544,511 (82,864) 3,461,647 3,622,047 (160,400) Fund Balance Policy: Health Insurance — 10% of current year expenditure budget plus IBNR Risk Management — 10% of current year expenditure budget plus IBNR and $500K for property claims (IBNR: Incurred But Not Reported claims) 17 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Other Funds Children's Services Act (CSA) Fund FY 2023 Beginning Balance FY 2023 Deficit Undesignated Fund Balance (June 30, 2023) Fund Balance Policy $ Surplus/(Deficit) Fund Balance Policy Children's Services Act (CSA) $ 2,000,714 $ (1,257,756) $ 742,218 $ Fiscal Year Total CSA Revenues Total CSA Expenditures Deficit Addition to Fund Balance Year End Fund Balance FY 2017 FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 FY 2023 5,680,066 6,457,922 6,946,760 7,485,868 8,725,018 8,936,390 10,308,508 7,244,451 6,993,575 7,170,706 7,515,842 9,233,706 9,512,855 11,566,264 (1,564,385) (535,653) (223,946) (29,974) (508,688) (576,465) (1,257,756) 525,000 2,200,000 1,150,440 1,139,787 915,841 885,867 377,179 2,000,714 742,218 1,192,225 $ (450,007) • Alternative Day School costs increased $1,194,460 in FY 2023 • Community Based Services costs increased $564,018 in FY 2023 • Therapeutic Foster Care costs decreased $99,334 in FY 2023 • County and Schools added $2.2 million to fund balance in FY 2022 from FY 2021 Year End Savings 18 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Children's Services Act (CSA) ROANOKE VIRGINIA COUNTY EST,1338 Children's Services Act (CSA) Fiscal Year Roanoke County CSA Pool Expenditures and Youth Served Number of Total Pool Fund Average Cost Youth Served Expenditures per Child FY 2017 237 $ 6,879,704 $ 29,028 FY 2018 232 6,722,260 28,975 FY 2019 239 6,654,309 27,842 FY 2020 288 7,349,050 25,518 FY 2021 288 8,755,687 30,402 FY 2022 356 9,166,156 25,748 FY 2023 364 10, 513,841 28,884 Preliminary and Unaudited Children's Services Act (CSA) FY 2023 Expenditures by Category Residential Congregate Care _ $933,597 8.889 Family Foster Care_. $445,083 4.23% Community Based _/ Services $2,176,911 20.70% Treatment Foster Care $1,635,879 15.56% FY 2023 Units of Service by Category Non -Mandated 23 _ _Non -Mandated Residential 4.47% $52,530 Congregate Care 0.50% 38 7.38% \_Special Education Wraparound $10,080 0.10% Private Day School $5,259,761 50.03% Family Foster Care. 53 10.29% Community Based Services 228 20.70% Preliminary and Unaudited Special Education Wraparound 4 0.78 % Private Day School 118 22.91% Treatment Foster Care 51 9.90% Children's Services Act (CSA) Roanoke County CSA Private Day School Expenditures and Youth Served Fiscal Total CSA Year Expenditures Private Day Private Day School School % of Expenditures Total Exp. Total CSA Youth Served Private Day Private Day School Youth School % of Served Total Served FY 2017 FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 $ 6,879,704 6,722,260 6,654,309 7,349,050 8,755,687 9,166,156 $ 3,617,764 4,003,859 4,006,356 3,894,645 4,114,457 4,077,704 52.59% 59.56% 60.21% 53.00% 46.99% 44.49% 237 232 239 288 288 356 112 122 116 114 102 115 47.26% 52.59% 48.54% 39.58% 35.42% 32.30% FY 2023 10,513,841 5,259,761 50.03% 364 118 32.42% 22 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Children's Services Act (CSA) Category FY 2023 Roanoke County CSA Average Cost Per Youth Served Expenditures Youth Served Average Cost per Youth by Category Private Day School $ 5,259,761 118 $ 44,574 Community Based Services 2,176,911 228 9,548 Treatment Foster Care Residential Congregate Care Family Foster Care 1,635,879 933,597 445,083 51 38 53 32,076 24,568 8,398 Non -Mandated 52,530 23 2,284 Special Education Wraparound 10,080 4 2,520 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Children's Services Act (CSA) Fiscal Year State and Roanoke County Private Day School Expenditures Total Pool Funds for Private Day School State Expense (56.03%) Roanoke County Expense (43.97%) FY 2017 $ 3,617,764 $ 2,027,033 $ 1,590,731 FY 2018 4,003,859 2,243,362 1,760,497 FY 2019 4,006,356 2,244,761 1,761,595 FY 2020 3,894,645 2,182,170 1,712,475 FY 2021 4,114,457 2,305,330 1,809,127 FY 2022 4,077,704 2,284,738 1,792,966 FY 2023 5,259,761 2,947,044 2,312,717 24 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Children's Services Act (CSA) Fiscal Year Number of Private Day Youth Served Private Day School Costs Per Child Total Pool Fund Expenditures Private Day Average Cost Per Child Private Day RCPS Per Pupil Spending* FY 2017 FY 2018 FY 2019 FY 2020 FY 2021 FY 2022 112 122 116 114 102 115 $ 3,617,764 4,003,859 4,006,356 3,894,645 4,114,457 4,077,704 $ 32,301 32,819 34,538 34,164 40,338 35,458 $ 10,394 10,878 11,095 11,496 12,475 12,320 FY 2023 118 5,259,761 44,574 *Source: Roanoke County Public Schools Annual Comprehensive Financial Report (ACFR), Table 15 FY 2023 Per Pupil Spending Unavailable 25 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Children's Services Act (CSA) Fiscal Year Current Year Private Day Placements by School Level Number of Private Day Youth Placements High School 41 Middle School 25 Elementary School 28 • Historically, the high cost of private day school in Roanoke County is related more to the high utilization of the service rather than the rate for the service. • In recent years, rate increases have been more impactful to the total yearly expenditures. • If the number of youth in private day school remains consistent, the cost in FY 2024 will increase over FY 2023. • Lobbying at state level has focused on Private Day placement rates rather than addressing flexibility on the use of funding to prevent Private Day placements. 26 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Tax Relief Program ROANOKE VIRGINIA COUNTY EST,I 338 Tax Relief Program • Section 21-73(1) of the Roanoke County Code sets the parameters for the Real Estate Tax Relief program for elderly and disabled citizens and disabled veterans. • Managed by the Commissioner of the Revenue's office • Assessed value of a property is frozen until the property is sold, transferred, or the tax relief is not renewed. • Applications are mailed in December of each year and are due by March 15 • Roanoke County's combined gross income limit is $56,566 and combined net worth limit is $200,000 28 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Tax Relief Program Fiscal Year Tax Relief Frozen Assessments and Expenditures Frozen Assessments Tax Relief Expenditures FY 2019 FY 2020 1,619 1,615 $ 1,038,843 1,229,937 FY 2021 FY 2022 1,606 1,587 1,299,488 1,493,766 FY 2023 1,650 1,759,440 Preliminary and Unaudited ROANOKE VIRGINIA COUNTY EST,I 338 Questions & Comments ROANOKE VIRGINIA COUNTY EST,I 338 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 RESOLUTION CERTIFYING THE CLOSED MEETING WAS HELD IN CONFORMITY WITH THE CODE OF VIRGINIA WHEREAS, the Board of Supervisors of Roanoke County, Virginia has convened a closed meeting on this date pursuant to an affirmative recorded vote and in accordance with the provisions of The Virginia Freedom of Information Act; and WHEREAS, Section 2.2-3712 of the Code of Virginia requires a certification by the Board of Supervisors of Roanoke County, Virginia, that such closed meeting was conducted in conformity with Virginia law. NOW, THEREFORE, BE IT RESOLVED, that the Board of Supervisors of Roanoke County, Virginia, hereby certifies that, to the best of each member's knowledge: 1. Only public business matters lawfully exempted from open meeting requirements by Virginia law were discussed in the closed meeting which this certification resolution applies; and 2. Only such public business matters as were identified in the motion convening the closed meeting were heard, discussed or considered by the Board of Supervisors of Roanoke County, Virginia. Page 1 of 1 ACTION NO. ITEM NO. 0.1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: The petition of LaTinya Lambert to obtain a special use permit to operate a short-term rental on approximately 0.2857 acre of land zoned R-1, Low Density Residential District, located at 5064 Sunnyside Drive, Cave Spring Magisterial District SUBMITTED BY: Philip Thompson Director of Planning APPROVED BY: Richard L. Caywood County Administrator ISSUE: Agenda item for public hearing and second reading of ordinance for a special use permit for short-term rental in a residential district. BACKGROUND: The Roanoke County Zoning Ordinance defines a short-term rental as "the provision of a room or space that is suitable or intended for occupancy for dwelling, sleeping, or lodging purposes, for a period of fewer than 30 consecutive days, in exchange for a charge for the occupancy. This use does not include existing uses defined in this ordinance including bed and breakfast, bed and breakfast inn, boarding house, country inn, and hotel/motel/motor lodge." A short-term rental has several use and design standards. In the R-1 and R-2 zoning districts, a special use permit is required for a short-term rental on lots less than five (5) acres in size. DISCUSSION: The Planning Commission held a public hearing on this application on August 1, 2023. Two citizens spoke in opposition to this request during the public hearing. Three Page 1 of 2 citizens submitted written comments. Concerns/issues raised included: safety and security; noise disturbances from gatherings; traffic impacts and pedestrian safety; temporary nature of short-term rentals; debris in yard; impact on property taxes; property maintenance; and use not consistent with R-1 zoning. The Planning Commission discussed these issues as well as the rental being limited to four (4) overnight guests, security cameras are used on the property, house rules exist, and several nearby residents have a contact number if there are issues or complaints. The Planning Commission recommends approval of the special use permit with one condition: 1. The number of overnight guests shall not exceed four (4) people. FISCAL IMPACT: There is no fiscal impact on this agenda item. STAFF RECOMMENDATION: Staff recommends that the Board of Supervisors approve the second reading of an ordinance for a special use permit to operate a short-term rental on approximately 0.2857 acre of land zoned R-1, Low Density Residential District, with one condition: 1. The number of overnight guests shall not exceed four (4) people. Page 2 of 2 STAFF REPORT Petitioner: LaTinya Lambert Request: To obtain a special use permit to operate a short-term rental on approximately 0.2857 acre of land zoned R-1, Low Density Residential District Location: 5064 Sunny Side Drive Tax Parcel: #086.12-01-10.00-0000 Magisterial District: Cave Spring Suggested Conditions: 1. The number of overnight guests shall not exceed four (4) people. EXECUTIVE SUMMARY: LaTinya Lambert is petitioning to obtain a special use permit to operate a short-term rental on approximately 0.2857 acre of land zoned R-1, Low Density Residential District, located at 5064 Sunny Side Drive in the Cave Spring Magisterial District. The short-term rental is proposed for the entire single family dwelling. The 2005 Roanoke County Comprehensive Plan indicates the Future Land Use Designation of this parcel is Neighborhood Conservation. Neighborhood Conservation is a future land use area where established single-family neighborhoods are delineated and the conservation of the existing development pattern is encouraged. The proposed special use permit is consistent with the Neighborhood Conservation future land use designation. 1. APPLICABLE REGULATIONS The Roanoke County Zoning Ordinance defines a short-term rental as "the provision of a room or space that is suitable or intended for occupancy for dwelling, sleeping, or lodging purposes, for a period of fewer than 30 consecutive days, in exchange for a charge for the occupancy. This use does not include existing uses defined in this ordinance including bed and breakfast, bed and breakfast inn, boarding house, country inn, and hotel/motel/motor lodge." Section 30-85-24.55 of the Roanoke County Zoning Ordinance contains the following use and design standards for short-term rentals: (A) General Standards: 1. The applicant shall obtain a zoning permit prior to the occupation of a room or dwelling for short- term rental. The zoning permit application shall include, but not be limited to, the following information: a. All relevant parcel information including tax map number, zoning district, address, and magisterial district. b. The applicant's name, address, and personal contact information. c. The name, address, and personal contact information of the authorized party responsible for resolving complaints, if different from the applicant. 1 2. The County shall be notified within thirty (30) days of any change in the applicant's address or personal contact information, or any change in the name, address or personal contact information of the authorized party responsible for resolving complaints. 3. A short-term rental zoning permit expires upon any change in ownership of the property. 4. A short-term rental zoning permit may be revoked by the Zoning Administrator due to the failure of the applicant to comply with all applicable regulations set forth in this section or elsewhere in the Zoning Ordinance or County Code. (B) In the R-1 and R-2 zoning district, the following standard shall apply: 1. A special use permit shall be required on lots less than five (5) acres. Lots that are five (5) acres or greater in size, a short-term rental shall be considered a use permitted by right. Since the property for this proposed short-term rental is zoned R-1 and is not five (5) acres or greater, a special use permit is required. 2. ANALYSIS OF EXISTING CONDITIONS Background — This property contains a single-family residence. The Roanoke County assessment records have estimated that this residence was built in 1963. The applicants purchased the property in September 2016. In July of 2022, short-term rentals began at the house and the house has been used exclusively as a short-term rental ever since. The home has two bedrooms, one full bath, and a half bath. Topography/Vegetation —The property features a mostly flat terrain, characterized by a grassy front lawn adorned with a deciduous tree. Similarly, the rear yard is level and flat, enclosed by a fence, and adorned with a single tree at the back and a few others running along the northern property line. Surrounding Neighborhood — The subject parcel is located in an area that is entirely zoned R-1 and contains single family residences. Community Outreach — Approximately 18 letters were mailed out to adjoining property owners. The letters contained the application information, hearing dates, and aerial map along with direct contact information for staff and instructions on how to submit comments for the public hearings. 3. ANALYSIS OF PROPOSED DEVELOPMENT Site Layout/Architecture — There are no proposed changes to the site. The house has two (2) bedrooms, one (1) full bath, a half bath, a living room, a dining room, a kitchen, and a laundry area. Access/Traffic Circulation — The property has an existing paved driveway which serves as the property's entrance from Sunny Side Drive and can serve up to three vehicles. There are additional parking spots within the enclosed garage and across the street in front of the property. Screening & Buffering — No screening or buffering would be required for this development. Agencies Comments: The following agencies provided comments on this application: Office of Building Safety — No comments. 2 Roanoke County Transportation — No comments. Fire and Rescue — Fire and Rescue does not object to this project and it will not increase the services we provide. General Services — General Services does not see any issues or have any comments. VDOT — We have reviewed the above -mentioned special use request. It appears from the information provided that granting special use for a short-term rental at this property will not adversely impact the VDOT right-of-way. Any future expansions or redevelopment of the parcel or alteration to the existing drive may require VDOT review, approval, and permitting. Economic Development - Economic Development supports a SUP to operate a short-term rental for the property located at 5064 Sunnyside Dr. Roanoke VA 24018. Stormwater Operations — No comments. 4. CONFORMANCE WITH ROANOKE COUNTY COMMUNITY PLAN The 2005 Roanoke County Comprehensive Plan indicates the Future Land Use Designation of this parcel is Neighborhood Conservation. Neighborhood Conservation is a future land use area where established single-family neighborhoods are delineated and the conservation of the existing development pattern is encouraged. The proposed special use permit is consistent with the Neighborhood Conservation future land use designation 5. STAFF CONCLUSIONS LaTinya Lambert is petitioning to obtain a special use permit to operate a short-term rental on approximately 0.2857 acre of property zoned R-1, Low Density Residential District, located at 5064 Sunny Side Drive in the Cave Spring Magisterial District. The short-term rental is proposed for the entire single family dwelling. The 2005 Roanoke County Comprehensive Plan indicates the Future Land Use Designation of this parcel is Neighborhood Conservation. Neighborhood Conservation is a future land use area where established single-family neighborhoods are delineated and the conservation of the existing development pattern is encouraged. The proposed special use permit is consistent with the Neighborhood Conservation future land use designation. Staff suggests one (1) condition limiting overnight guests to four (4) people. CASE NUMBER: #11-812023 PREPARED BY: Lionel Cruz -Cruz HEARING DATES: PC: August 1, 2023 BOS: August 22, 2023 ATTACHMENTS: Application Materials Maps (Aerial, Zoning, Future Land Use) R-1 District Regulations Neighborhood Conservation Land Use Designation 3 ",Z 2 c5 DO Is p t enc ose A PLICATION WILL NOT BE ACCEPTLir ib ANY OF THESE ITEMS ARE MISSING OR INCOMPLETE. Consultation Application Justification (.1 County of Roanoke Community Development Planning & Zoning 5204 Bernard Drive P 0 Box 29800 Roanoke, VA 24018 (540) 772-2068 FAX (540) 776-7155 For Staff Use Only Date rccciV- 4 0 Rec1cv App atI S- Placards issued: BOS te: Case Number P ALL APPLICANTS Check type of ay plication filed (check all that apply) © Rezoning ifSpecial Use o Variance o Waiver o Administrative Appeal ❑ Comp Plan (151-2232) Review Applicants name/address w/zip k_a ti fl• i k_ V-arrkiec4 SOIoU SUr1n �©Clr1DY-e V� ` 1 s' Phone: Cell #: 54p - 1.4 6-1 $ 41 Email: 1;41ctarnb11a4e friali Coin Contact for Legal Ads Owner's name/address w/zip LCLTiO ja_ Lwn ,er+ SG6L1 5uno4 S,6e 0r;Ve F,©tAr icAte V a - 21-1018 Phone #: cell #: 540 -461- 384--t Email: ki4}Iclamb tlp4@ nnet;1.C.orr) Property Location b4. To5urlroji5\8e pnve Y-vLiJ'+' D , Ufa, V-101$ Magisterial District: ei;n9 CABS Community Planning area: VC5riaps, Tax MapNo.: p („ , 4 2,-0i _ 10 CIO _ 0000 [ Existing Zoning: R 1 Size of parcel(s): Acres: cL 2 S - Existing Land Use: 54 n \e, Cart,; l tI R-esi, tlen4 a REZONING, SPECIAL USE PERMIT, WAIVER AND COMP PLAN (15.2-2232) REVIEW APPLIC4 TS (R/S/W/CP) Proposed Zoning: R is Proposed Land Use: s\'10Ar e,r ir, etti4c6 Does the parcel meet the minimum lot area, width, and frontage Yes No IF NO, A VARLANCE IS REQUIRED Does the parcel meet the minimum criteria for the requested IF NO, A VARLANCE IS REQUIRED FIRST if rezoning request, are conditions being proffered with this requirements of the requested di 1: CO FIRST (Rezoning), Use Type in Article IV (S '-•etnn Q $16., request? Yes - w No i VARIANCE, WAIVER AND ADMINISTRATIVE APPEAL APPLICANTS (V 1 `1Q'' ,,°y r - j`5V) ♦ Variance/Waiver of Section(s) of the Roanoke Co ' � ninttii to: ++ r er r„m��4t t �+ Appeal of Zoning Administrator's decision to W" Appeal of Interpretation of Section(s): of the Roanoke County Zanin: e.. ,, . ce 'a L Z Appeal of Interpretation of Zoning Map to the application con let,') Please ,heck •f l d 1 R/SIWICP VIAA umMI WSIW/CP VIAA Application fee Proffers, if applicable Adjoining property owners I hereby certify that I am either the owner of the property or the owner's agent or contract purchaser and am acting with the knowledge and consent f the owner. ., + 8 t/2" x l l" concept plan Metes and bounds description Water and sewer application t 1.4 Owner's Signature 2 JUSTIFICATION FOR REZON1NG,SPECIAL USE PERMIT WAIVER OR COMP PLAN r15.1-,,.+, REVIEW REQUESTS 0. \ Applicant 1.-12,T1 raja, Lam -)eir The Planning Commission will study o,00ing. special use permit waiver or community plan (15.2-2232) raviaw requests in determine the need and justification for the change in terms of public health. safety, and general welfare. Please answer the following questions as thoroughly as possible. Use additional space if necessary. Please explain how the request furthersthe purposes of the Roanoke County Ordinance as well as the purpose found at the beginning of the applicable zoning district classification in the Toning Ordinance er� Qatea USG c The Cesac�erce Woriici no* ed-Fec-1- Cur1I?$ 4 clenstV9 o1 cloeuAcdritn , size of scale of -ire Pro?erk9 fnetcj*cnd uU)xxh k occ,arrks OU d \ e uk+l,zu - \-ie ercper as A- can \e fc„..n J Ces,eler> yeah s e.e-1-. Boise lee‘ fes41-,eraons +- cv na Qar pal,cu� Please explain how the project conforms to the general guidelines andpolicies contained 'en the Roanoke County Cnmmunity Plan Thi s feS,L\efice W:\\ corA,nue -\o be Usecl as 5 anrje ecum>aj dt eO',r, 54-60- po\,saes fe(ucc\,00 noise ledel Inc park pai.cti+ ti be- fenec\ �a pcescfeeneci aeq\tcae is . 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Page 1 of 2 Cecelia Thomas - [EXTERNAL] - Fwd: Adjoining Property Owners From: Danielle Thomas <dthomas0192@email.vecs.edu> To: Rebecca James <Rjames@roanokecountyva.gov> Date: 6/2/2023 12:59 PM Subject: [EXTERNAL] - Fwd: Adjoining Property Owners Sent from my iPhone Begin forwarded message: From: Latinya Lambert <littlelamb164@gmail.com> Date: April 11, 2023 at 9:23:28 AM EDT To: dthomas0l92@email.vccs.edu Subject: Adjoining Property Owners Adjoining Property Owners Patrick Logan 5070 Sunny Side Drive Roanoke, Va 24018 Tax Map: 086.12-01-09.00-0000 Ernest Wade 5056 Sunny Side Drive Roanoke, Virginia 24018 Tax Map: 086.12-01-11.00-0000 John Roth 5063 Sunny Side Drive Roanoke, Virginia 24018 Tax Map: 086.12-01-06.00-0000 Suzanne Turner 5069 Sunny Side Drive Roanoke, Virginia 24018 Tax Map: 086.12-01-07.00-0000 file:///C:/Users/cmonnin/AppData/Local/Temp/XP GrpWise/647A0B47P01_DOMAINA-L... 6/2/2023 Page 1 of 2 Cecelia Thomas - [EXTERNAL] - Fwd: This is what we will provide to the guests From: Danielle Thomas <dthomas0192@email.vccs.edu> To: Rebecca James <Rjames@roanokecountyva.gov> Date: 6/2/2023 12: 5 9 PM Subject: [EXTERNAL] - Fwd: This is what we will provide to the guests Sent from my iPhone Begin forwarded message: From: Latinya Lambert <littlelamb164@gmail.com> Date: April 11, 2023 at 9:54:13 AM EDT To: dthomas0192@email.vccs.edu Subject: This is what we will provide to the guests 5064 Sunny Side Drive Dear Guest, Thank you for choosing to stay with us at 5064 Sunny Side Drive. This CaveSpring home is in a prime south west county location filled with families that care about their homes. Check in: 4:00 PM Check. out: 11:00 AM Rules 1. Please respect the neighbors and honor Roanoke County's noise ordinance which is in effect from 10pm-7am 2. No pets allowed Eat Local: Try theses local restaurants Our Daily Bread Bakery and Bistro Frank' s Luigi's Italian Gourmet Restaurant 419 West Deb's Frozen Lemonade file:///C:/Users/cmonnin/AppData/Local/Temp/XPGrpWise/647A0B3EPO 1_DOMAINA-L... 6/2/2023 Page 2 of 2 Burger in the Square WARNING: This message was sent from outside the Roanoke County email system. DO NOT CLICK any links or downloaded attachments unless you know the content is from a trusted source. Virginia's Community Colleges Alumni file:///C:/Users/cmonnin/AppData/Local/Temp/XPGrpWise/647A0B3EP01 DOMAINA-L... 6/2/2023 1Ili11IIrff �� �Iy11111lr� Aerial Map Latinya Lambert 5064 Sunny Side Drive 086.12-01-10.00-0000 Lot Size: 0.2857 Current Zoning: R-1 Proposed Zoning: R-1 S Proposed SUP for Short - Term Rental Magisterial District: Cave Spring Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. Roanoke VA 24018 ROo4NQKE Feet 0 70 140 260 Date: 6/21/2023 1:2,257 66i3 ®ctunty Va41202S, r o ndthe 'GIS ke County -ouroe: E-sr, «ommunity Roanoke County, Virginia 2019 Zoning Map Latinya Lambert 5064 Sunny Side Drive 086.12-01-10.00-0000 Lot Size: 0.2857 Current Zoning: R-1 Proposed Zoning: R-1S Proposed SUP for Short - Term Rental Magisterial District: Cave Spring Zoning C2 R1 R2 R3 Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. Roanoke VA 24018 RQ4NOKE Feet 0 70 140 260 Date: 6/21/2023 1:2,257 61.3, I 168?, S Roaj'tkeAtounty, Va 2022, RoanokeC-„ounty -ouroe'kEsri, Maxar, Earthstar GeOgrailtes, and the GIS User Community FLU Map Latinya Lambert 5064 Sunny Side Drive 086.12-01-10.00-0000 Lot Size: 0.2857 Current Zoning: R-1 Proposed Zoning: R-1 S Proposed SUP for Short - Term Rental Magisterial District: Cave Spring Future Land Use Neighborhood Conservation Transition Subject Site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. ROANOKE Roanoke VA 24018 Feet 0 70 140 260 Date: 6/13/2023 1:2,257 w Roanoke County Vat20022t Roanoke County -ource Esn jMaxar, Earthstar Geographics, andthe.GlS Userommunity 3/10/22, 2:42 PM Roanoke County, VA Code of Ordinances SEC. 30-41. - R-1 LOW DENSITY RESIDENTIAL DISTRICT. Sec. 30-41-1. - Purpose. (A) The R-1, low density residential district is established for areas of the county within the urban service area with existing low -middle density residential development, with an average density of from one (1) to three (3) units per acre, and land which appears appropriate for such development. These areas are generally consistent with the neighborhood conservation land use category as recommended in the comprehensive plan. In addition, where surrounding development and the level of public services warrant, these areas coincide with the development category recommended in the plan. This district is intended to provide the highest degree of protection from potentially incompatible uses and residential development of a significantly different density, size, or scale, in order to maintain the health, safety, appearance and overall quality of life of existing and future neighborhoods. In addition to single-family residences, only uses of a community nature which are generally deemed compatible are permitted in this district. This would include parks and playgrounds, schools and other similar neighborhood activities. (Ord. No. 042799-11, § 1f., 4-27-99; Ord. No. 042208-16, § 1, 4-22-08) Sec. 30-41-2. - Permitted uses. (A) The following uses are permitted by right subject to all other applicable requirements contained in this ordinance. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Agricultural and Forestry Uses Stable, Private* 2. Residential Uses Accessory Apartment* Home Beauty/Barber Salon * Home Occupation, Type I * Manufactured Home * Manufactured Home, Emergency* Multiple Dog Permit* Residential Human Care Facility Single -Family Dwelling, Attached * 1/4 3/10/22, 2:42 PM Roanoke County, VA Code of Ordinances Single Family Dwelling, Attached (Cluster Subdivision Option) * Single Family Dwelling, Detached Single Family Dwelling, Detached (Cluster Subdivision Option) * Single Family Dwelling, Detached (Zero Lot Line Option) * 3. Civic Uses Community Recreation * Family Day Care Home * Park and Ride Facility * Public Parks and Recreational Areas * Utility Services, Minor 4. Commercial Uses Bed and Breakfast * Short -Term Rental * 5. Miscellaneous Uses Amateur Radio Tower * Wind Energy System, Small* (B) The following uses are allowed only by special use permit pursuant to section 30-19. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Residential Uses Alternative Discharging Sewage System * 2. Civic Uses Cemetery * Crisis Center Day Care Center * Educational Facilities, Primary/Secondary * Religious Assembly * 2/4 3/10/22, 2:42 PM Roanoke County, VA Code of Ordinances Utility Services, Major * 3. Commercial Uses Golf Course * 4. Miscellaneous Uses Outdoor Gatherings * (Ord. No. 42793-20, § II, 4-27-93; Ord. No. 62293-12, §§ 3, 8, 6-22-93; Ord. No. 82493-8, § 2, 8-24-93; Ord. No. 62795-10, 6-27-95; Ord. No. 042799-11, § 2, 4-27-99; Ord. No. 042500-9, § II, 4-25-00; Ord. No. 072605-7, § 1, 7-26-05; Ord. No. 042208-16, § 1, 4-22-08; Ord. No. 052609-22 , § 1, 5-26-09; Ord. No. 030811-1 , § 1, 3-8-11; Ord. No. 052411-9 . § 1, 5-24-11; Ord. No. 111213-15, § 1, 11-12-13; Ord. No. 020921-8, § 1, 2-9-21) Sec. 30-41-3. - Site Development Regulations. General Standards. For additional, modified, or more stringent standards for specific uses, see Article IV, Use and Design Standards. (A) Minimum lot requirements. 1. All lots served by private well and sewage disposal systems: a. Area: 0.75 acre (32,670 square feet). b. Frontage: 90 feet on a publicly owned and maintained street. 2. Lots served by either public sewer or water: a. Area: 20,000 square feet. b. Frontage: 75 feet on a publicly owned and maintained street. 3. All lots served by both public sewer and water: a. Area: 7,200 square feet. b. Frontage: 60 feet on a publicly owned and maintained street. (B) Minimum setback requirements. 1. Front yard: a. Principal structures: 30 feet. b. Accessory structures: Behind the front building line. 2. Side yard: a. Principal structures: 10 feet. b. Accessory structures: 10 feet behind front building line or 3 feet behind rear building line. 3. Rear yard: 3/4 3/10/22, 2:42 PM Roanoke County, VA Code of Ordinances a. Principal structures: 25 feet. b. Accessory structures: 3 feet. 4. Where a lot fronts on more than one street, front yard setbacks shall apply to all streets. (C) Maximum height of structures. 1. Height limitations: a. Principal structures: 45 feet. b. Accessory structures: 15 feet, or 25 feet provided they comply with the setback requirements for principal structures. (D) Maximum coverage. 1. Building coverage: 35 percent of the total lot area for all buildings and 7 percent for accessory buildings. 2. Lot coverage: 50 percent of the total lot area. (Ord. No. 62293-12, § 10, 6-22-93; Ord. No. 42694-12, § 8, 4-26-94; Ord. No. 042208-16, § 1, 4-22-08; Ord. No. 111213-15 ,§ 1, 11-12-13) 4/4 Neighborhood Conservation: A future land use area where established single-family neighborhoods are delineated and the conservation of the existing development pattern is encouraged. Land Use Types: Single -Family Residential - Attached and detached housing at a reasonable density that is not significantly higher than the existing neighborhood. Infill lots or community re -development should be designed to be sensitive to the surrounding neighborhood but can be at reasonably higher density. New single-family residential developments should incorporate greenways and bike and pedestrian trails. Cluster developments are encouraged. Neighborhood Institutional Centers - Uses that serve the neighborhood residents including parks, schools, religious assembly facilities, recreational and park facilities, community meeting areas and clubs. These facilities should be linked to the residential areas by greenways, bike trails and pedestrian paths. Neighborhood Commercial - Low impact services to serve the local neighborhood that are consistent with the Community Plan design guidelines. Land Use Determinants: EXISTING LAND USE PATTERN - Locations where limited density residential subdivisions have been platted and developed. EXISTING ZONING - Locations where limited density residential zoning has been established. EXPANSION AREAS - Locations where the expansion of the existing development pattern is logical. INFILL DEVELOPMENT - Locations where infill areas complement the surrounding development pattern. ACCESS - Locations served by a local street system. URBAN SECTOR - Locations served by urban services. From: "Gregg, David" <David.Gregg@crowncastle.com> To: "Icruz-cruz@roanokecountyva.gov" <Icruz-cruz@roanokecountyva.gov> Date: 7/31/2023 5:51 PM Subject: [EXTERNAL] - Land Use application for Tax Map # 086.12-01-10.00-0000, 5064 Sunnyside Drive, 24018 Dear Lionel Cruz -Cruz: I live at 5022 Sunny Side Drive just down the street from 5064. I live here with my wife and we raised two children at this home s vehemently oppose changing any residence on Sunny Side Drive from the current R-1 to any short term rental. I am not available Planning Commission public hearing on Tuesday August 1, 2023 but hope my concerns will be considered. My opposition is as follows: • We purchased our home in an area that was and is R-1. This does not need to change. • We have stayed in many short term rentals over the past five years and noticed the money, time and attention to detail of upkeep of the rentals to be considerably less than a normal home owner maintenance. Lack of maintenance or quality of significantly reduce the assessed values of neighborhood properties. • Over the past 22 years I have repeatedly asked many, many vehicle drivers to respect the 25 MPH speed limit on Sunny Sic drivers currently abide. I believe permitting short term rentals will increase the amount of traffic that will not abide by the not have a neighborhood presence. • There are numerous young mothers and fathers walking with babies, children, young teens and pets on this street and nu that walk in this quiet neighborhood at all hours of the day. Additional short term rental traffic could significantly change t Side Drive. • Bradford Place, less than 200' from the 5064 residence, contains 13 patio homes with most owners above the age of 55. T regularly walk down Sunny Side Drive as it is fairly flat and currently is a safe road. I do not want that to change. Please keep our residential R-1 neighborhood safe. Thank you. 1 County of Roanoke Community Development Planning & Zoning k _-_ 5204 Bernard Drive P 0 Box 29800 Roanoke, VA 24018 (540) 772-2068 FAX (540) 776-7155 4 For Staff Use Only Dare reccv. Rev iv �r ' App " -fi0n f- . rf Placards issued: BO5 • se: y Case Number41. r of I� DAVID GREGG 5022 Sunny Side Drive Roanoke, VA 24018 (540) 798-6970 This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. WARNING: This message was sent from outside the Roanoke County email system. DO NOT CLICK any links or downloaded attachments unless you know the content is from a trusted source. From: Misty Gregg <mistywgregg@outlook.com> To: "Icruz-cruz@roanokecountyva.gov" <Icruz-cruz@roanokecountyva.gov> CC: Misty Gregg <MISTYWGREGG@OUTLOOK.COM> Date: 7/31/2023 5:46 PM Subject: [EXTERNAL] - Public Hearing August 1, 2023 Hello Mr. Cruz, We have lived at 5022 Sunnyside Drive, Roanoke, VA 24018 for over 22 years and it is a great residential Most people own the properties and reside in them, and there are a few homes that have long term ren The request for lodging "for fewer than 30 consecutive days" is a commercial business and it would opei opportunity for other businesses to enter our neighborhood. Years ago, I was told by Roanoke County th have a commercial business in this residential neighborhood, and that is exactly what it would be. Please consider the home owners and people renting homes on Sunnyside Drive when you make your d Respectfully, Michelle (Misty) Gregg 540.314.2324 Sent from Mail for Windows WARNING: This message was sent from outside the Roanoke County email system. DO NOT CLICK any links or downloaded attachments unless you know the content is from a trusted source. From: Rachel Geary <rflgeary@gmail.com> To: <Icruz-cruz@roanokecountyva.gov> Date: 7/31/2023 7:06 PM Subject: [EXTERNAL] - Short term rental request for 5064 Sunny Side Drive Hello, My husband and I live on Sunny Side Drive with our three children and would I would like to voice that I am opposed to the petition for 5064 Sunny Side Drive to become a short term rental. We consistently have to urge through traffic on our street to slow down and observe the speed limit on our neighborhood streets. I fear adding a short term rental to Sunny Side Drive would only increase the amount of traffic with drivers indifferent to those who live in the neighborhood. My children's safety is my first priority and my past experiences with short term rentals in my vicinity has only brought heightened concern for safety on many fronts, not just traffic. We are forced to place our trust in a strangers judgement on the type of renters they are doing business with, for not just one lease per year, but several rental agreements per year. I am not comfortable with the risks involved, especially considering my children. Thank you for your consideration, Rachel Geary Home owner and resident at 5015 Sunny Side Dr, Cave Spring, VA 24018 WARNING: This message was sent from outside the Roanoke County email system. DO NOT CLICK any links or downloaded attachments unless you know the content is from a trusted source. LaTinya Lambert Special Use Permit for a Short-term Rental Board of Supervisors Public Hearing September 26, 2023 Location Map • 5064 Sunny Side Drive • 0.2857 Acre • Single Family Home • Short-term Rental 3 Project Site ROANOKE VIRGINIA COUNTY EST. 1838 4 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 5 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 7 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 NWOIMK 1.1 8 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 A short-term rental is defined as "the provision of a room or space that is suitable or intended for occupancy for dwelling, sleeping, or lodging purposes, for a period of fewer than 30 consecutive days, in exchange for a charge for the occupancy. This use does not include existing uses defined in this ordinance including bed and breakfast, bed and breakfast inn, boarding house, country inn, and hotel/motel/motor lodge." 10 Zoning Ordinance ROANOKE VIRGINIA COUNTY EST. 1838 (A) General Standards: 1. The applicant shall obtain a zoning permit prior to the occupation of a room or dwelling for short-term rental. The zoning permit application shall include, but not be limited to, the following information: a. All relevant parcel information including tax map number, zoning district, address, and magisterial district. b. The applicant's name, address, and personal contact information. c. The name, address, and personal contact information of the authorized party responsible for resolving complaints, if different from the applicant. 11 Zoning Ordinance ROANOKE VIRGINIA COUNTY EST. 1838 2. The County shall be notified within thirty (30) days of any change in the applicant's address or personal contact information, or any change in the name, address or personal contact information of the authorized party responsible for resolving complaints. 3. A short-term rental zoning permit expires upon any change in ownership of the property. 4. A short-term rental zoning permit may be revoked by the Zoning Administrator due to the failure of the applicant to comply with all applicable regulations set forth in this section or elsewhere in the Zoning Ordinance or County Code. 12 Zoning Ordinance ROANOKE VIRGINIA COUNTY EST. 1838 (B) In the R-1 and R-2 zoning district, the following standard shall apply: 1. A special use permit shall be required on lots less than five (5) acres. Lots that are five (5) acres or greater in size, a short-term rental shall be considered a use permitted by right. 13 Zoning Ordinance ROANOKE VIRGINIA COUNTY EST. 1838 Existing Zoning • R-1 - Low Density Residential Surrounding Zoning • North - R-1 • East - R-1 • West - R-1 • South - R-1 6 14 Zoning ROANOKE VIRGINIA COUNTY EST. 1838 Neighborhood Conservation • Established Single -Family Residential neighborhoods are delineated and the conservation of the existing development pattern is encouraged. 15 et2 _. Future Land Use ROANOKE VIRGINIA COUNTY EST. 1838 Public Hearing - August 1, 2023 • Two citizens spoke during the public hearing. Three written comments submitted. • Concerns/issues raised: • Safety and security; • Noise disturbances from gatherings; • Traffic impacts and pedestrian safety; • Temporary nature of short-term rentals; • Debris in yard; • Impact on property taxes; • Property maintenance; and • Use not consistent with R-1 zoning 16 Planning Commission ROANOKE VIRGINIA COUNTY EST. 1838 Planning Commission discussed the issues raised by the citizens as well as: • Rental being limited to four (4) overnight guests • Security cameras are used on the property • Rules exist for renting the house • Several nearby residents have a contact number is there are issues or complaints 17 Planning Commission ROANOKE VIRGINIA COUNTY EST. 1838 Planning Commission recommends approval of the special use permit for the operation of a short-term rental with one condition: 1. The number of overnight guests shall not exceed four (4) people. 18 Planning Commission ROANOKE VIRGINIA COUNTY EST. 1838 Questions? AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 ORDINANCE GRANTING A SPECIAL USE PERMIT TO LATINYA LAMBERT TO OPERATE A SHORT-TERM RENTAL ON APPROXIMATELY 0.2857 ACRE OF LAND ZONED R-1 (LOW DENSITY RESIDENTIAL DISTRICT), LOCATED AT 5064 SUNNYSIDE DRIVE, CAVE SPRING MAGISTERIAL DISTRICT WHEREAS, LaTinya Lambert has filed a petition for a special use permit to operate a short-term rental on approximately 0.2857 acre of land zoned R-1 (Low Density Residential District), located at 5064 Sunnyside Drive (Roanoke County Tax Map Number 086.12-01-10.00-0000), in the Cave Spring Magisterial District; and WHEREAS, the first reading of this ordinance was held on July 25, 2023, and the second reading and public hearing were held on September 26, 2023; and WHEREAS, the Roanoke County Planning Commission held a public hearing on this matter on August 1, 2023; and WHEREAS, the Roanoke County Planning Commission recommends approval of the petition to obtain a special use permit, with one condition; and NOW, THEREFORE, BE IT ORDAINED by the Board of Supervisors of the County of Roanoke, Virginia, as follows: 1. The Board finds that the proposed special use meets the requirements of Section 30-19-1 of the Roanoke County Code and that the proposed special use conforms with the standards set forth in article IV, use and design standards of the Roanoke County Zoning Ordinance. Page 1 of 2 2. The Board further finds that the proposed special use is in conformance with the Roanoke County Comprehensive Plan, and will have a minimum adverse impact on the surrounding neighborhood and community. 3. The special use permit is hereby approved, with the following condition: a. The number of overnight guests shall not exceed four (4) people. 4. This ordinance shall be in full force and effect thirty (30) days after its final passage. Page 2 of 2 Peter S. Lubeck COUNTY ATTORNEY ROANOKE COUNTY OFFICE OF THE COUNTY ATTORNEY 5204 Bernard Drive, P.O. Box 29800 Roanoke, Virginia 24018-0798 TEL: (540) 772-2071 FAX: (540) 772-2089 SAMPLE MOTIONS Mary Beth Nash Rachel W. Lower Marta J. Anderson SENIOR ASSISTANT COUNTY ATTORNEYS The petition of LaTinya Lambert to obtain a special use permit to operate a short-term rental on approximately 0.2857 acres of land zoned R-1 (Low Density Residential District), located at 5064 Sunnyside Drive, Cave Spring Magisterial District. MOTION TO APPROVE I find that the proposed special use permit: 1. Meets the requirements of Section 30-19-1 of the Roanoke County Code and that the proposed special use conforms with the standards set forth in article IV, use and design standards of the Roanoke County Zoning Ordinance; 2. Is in conformance with the Roanoke County Comprehensive Plan; and 3. Will have a minimum adverse impact on the surrounding neighborhood and community. I therefore MOVE THAT WE APPROVE the petition to obtain a special use permit, with the following condition: 1. The number of overnight guests shall not exceed four (4) people. MOTION TO DENY I find that the proposed special use permit request: 1. Is inconsistent with the purpose and intent of the County's adopted comprehensive plan or good zoning practice, and/or 2. Will result in substantial detriment to the community. I therefore MOVE THAT WE DENY the request. MOTION TO DELAY ACTION I find that the required information for the submitted proposal is incomplete. I therefore MOVE TO DELAY action until additional necessary materials are submitted to the Board of Supervisors. ACTION NO. ITEM NO. 0.2 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: September 26, 2023 AGENDA ITEM: The petition of the Roanoke County School Board to rezone approximately 12.013 acres from R-3, Medium Density Multi - Family Residential District, to C-1, Low Intensity Commercial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1C, Low Intensity Commercial District with conditions, located at the end of Burlington Drive, 6305 Peters Creek Road, and 1120 East Drive, Hollins Magisterial District. SUBMITTED BY: Philip Thompson Director of Planning APPROVED BY: Richard L. Caywood County Administrator ISSUE: Agenda item for public hearing and second reading of ordinance to rezone property from residential to commercial and to remove a proffered condition to construct a school for career and technical education. BACKGROUND: The Roanoke County Zoning Ordinance defines educational facilities, primary/secondary as "a public, private or parochial school offering instruction at the elementary, junior and/or senior high school levels in the branches of learning and study required to be taught in the public schools of the Commonwealth of Virginia." This use is allowed by right in the C-1, Low Intensity Commercial District. In 1996, 0 Burlington Drive (5.0 acres) was rezoned from R-3, Medium Density Multi -Family Residential, to C-1 C, Low Intensity Commercial District with Conditions. This petition was made by the Industrial Development Authority of Roanoke County (Trent Development). One proffer was accepted as part of this Page 1 of 2 rezoning: "If Burlington Road is used for access to the subject property, then Burlington Road shall be improved to the standards as specified by the Virginia Department of Transportation (VDOT) and the Roanoke County Department of Engineering. All improvements shall be completed prior to the issuance of a Certificate of Occupancy for the first phase of any development on the site." The site was never developed and remains vacant. Access to Burlington Drive would be used for emergency access only and would be gated. DISCUSSION: The Planning Commission held a public hearing on this application on September 5, 2023. No citizens spoke during the public hearing. The applicant provided background information on the existing Burton Center for Arts and Technology and shared how the current location is inadequate for their growing needs and how the new facility is ideally situated and would be a benefit to the area. The applicant also mentioned the traffic improvements (new traffic light on Peters Creek Road along with turn lanes into the site). The Planning Commission discussed the project, buffers, growth potential, the benefits for economic development, traffic, surrounding zoning, future land use designations, and the need for the project. The Planning Commission recommends approval to rezone 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C-1, Low Intensity Industrial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1C, Low Intensity Commercial District with Conditions. FISCAL IMPACT: There is no fiscal impact associated with this agenda item. STAFF RECOMMENDATION: Staff recommends that the Board of Supervisors approve the second reading of an ordinance to rezone 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C-1, Low Intensity Industrial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1 C, Low Intensity Commercial District with Conditions. Page 2 of 2 STAFF REPORT Petitioner: Request: Location: Tax Parcels: Magisterial District: Existing Proffered Condition (To Be Removed): EXECUTIVE SUMMARY: Roanoke County Public Schools Rezone approximately 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C-1, Low Intensity Commercial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1C, Low Intensity Commercial District with conditions 6305 Peters Creek Road; 1120 East Drive; 0 Burlington Drive #027.13-05-06.00-0000; #027.13-05-37.00-0000; #027.13-05-05.00-0000 Hollins 1. If Burlington Road is used for access to the subject property, then Burlington Engineering. All improvements shall be completed prior to the issuance of a Certificate of Occupancy for the first phase of any development on the site. Roanoke County Public Schools is petitioning to rezone approximately 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C-1, Low Intensity Commercial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1 C, Low Intensity Commercial District with conditions, to construct a school for career and technical education. The site is located at the end of Burlington Drive, 6305 Peters Creek Road, and 1120 East Drive, Hollins Magisterial District. The proffered condition is from a 1996 rezoning and states that if Burlington Road (now Burlington Drive) is used as an access to the property, then the road shall be brought up to current Virginia Department of Transportation (VDOT) and Roanoke County standards. The applicant is proposing a secondary, emergency -only access point at the end of Burlington Drive, with the expectation that this entrance will be gated. The 2005 Roanoke County Comprehensive Plan indicates the future land use designations of these parcels as Transition (6305 Peters Creek Road and 0 Burlington Drive) and Development (1120 East Drive). Transition is a future land use area that encourages the orderly development of highway frontage parcels. Transition areas generally serve as developed buffers between highways and nearby or adjacent lower intensity development. Intense retail and highway oriented commercial uses are discouraged in transition areas, which are more suitable for office, institutional and small-scale, coordinated retail uses. Development is a future land use area where most new neighborhood development will occur, including large-scale planned developments which mix residential with retail and office uses. Innovation in housing design and environmental sensitivity in site development is a key objective. The proposed rezoning is consistent with both the Transition and Development future land use designations. 1. APPLICABLE REGULATIONS The Roanoke County Zoning Ordinance defines educational facilities, primary/secondary as "a public, private or parochial school offering instruction at the elementary, junior and/or senior high school levels in the branches of learning and study required to be taught in the public schools of the Commonwealth of 1 Virginia." This is a civic use and is allowed by right in the C-1, Low Intensity Commercial District, subject to the following use and design standards listed in Section 30-83-5: (A) General standards: 1. Any parking lot, outdoor activity area, ball field or court, or stadium which adjoins a residential use type shall be landscaped with one (1) row of small evergreen trees in accordance with section 30- 92 along the property line adjoining the residential use type. Where night-time lighting of such areas is proposed large evergreen trees shall be required. 2. Any area constructed in conjunction with an educational facility intended for the overnight storage of school buses which adjoins a residential use type shall provide Type C buffer yard as specified in Section 30-92 of this ordinance. (B) In the AR district, the maximum building coverage shall be twenty (20) percent and the maximum lot coverage fifty (50) percent of the total lot area. (C) In residential districts, the maximum building coverage shall be forty (40) percent and the maximum lot coverage shall be sixty (60) percent of the total lot area. Before development could occur, comprehensive site plan and building plan reviews would be required. 2. ANALYSIS OF EXISTING CONDITIONS Background — There are three (3) parcels associated with this application (0 Burlington Drive, 6305 Peters Creek Road, and 1120 East Drive). In 1996, 0 Burlington Drive (5.0 acres) was rezoned from R-3, Medium Density Multi -Family Residential, to C-1 C, Low Intensity Commercial District with Conditions. This petition was made by the Industrial Development Authority of Roanoke County (Trent Development). One proffer was accepted as part of this rezoning: "If Burlington Road is used for access to the subject property, then Burlington Road shall be improved to the standards as specified by the Virginia Department of Transportation (VDOT) and the Roanoke County Department of Engineering. All improvements shall be completed prior to the issuance of a Certificate of Occupancy for the first phase of any development on the site." The site was never developed and remains vacant. 6305 Peters Creek Road (6.691 acres) contains one single family dwelling and four accessory buildings. Roanoke County Real Estate assessment records estimate this residence was constructed around 1939, and it was vacated around 2014. 1120 East Drive (5.322 acres) is undeveloped and vacant. Topography/Vegetation — 0 Burlington Drive is entirely wooded. The elevation of the parcel increases approximately fifty to sixty feet from the lowest point at the southwest corner to the highest point at the northeast corner. 6305 Peters Creek Road contains open fields with scattered trees and vegetation. A stream runs through the property and it is surrounded on either side by trees and bushes. Power lines run along the eastern property line. There is an elevation increase of approximately fifty feet from the house to the southern end of the parcel. 1120 East Drive is majorly wooded, but contains some cleared dirt driving pathways within. A stream runs from the southeastern corner of the property diagonally to the northwestern corner where it crosses onto 6305 Peters Creek Road. The parcel experiences little elevation increase throughout except for the southwestern corner which steeply increases in elevation approximately fifty feet. 2 Surrounding Neighborhood — The subject properties are located along the 6000 block of Peters Creek Road around 200-300 yards west of Burlington Elementary School and the Barrens Road/Peters Creek Road intersection. The surrounding zoning includes R-3, Medium Density Multi -Family Residential District, to the east, south and west, C-2, High Intensity Commercial District, to the north, east and west, and C-1, Low Intensity Commercial District, to the south and west There are over 400 apartments, townhomes, and patio homes located directly to the south of the subject site. A mixture of office, retail, and institutional to the north, east and west along Peters Creek Road. Community Outreach — Approximately 638 letters were mailed to adjoining property owners and tenants which contained the request, information about the subject parcel including maps and the concept plans, and instructions for how to submit comments as well as contact information for staff. This mailer also contained information for a community meeting which was held Tuesday, August 15th at Green Ridge Recreation Center. Representatives from county staff, VDOT, and the applicant were available at the meeting. Three (3) citizens attended and were in support of the project. 3. ANALYSIS OF PROPOSED DEVELOPMENT Site Layout/Architecture — The concept plan shows a proposed main building with a courtyard, two secure exterior project spaces, and one secure exterior play space. Approximately 250 parking spaces are shown. A Type B buffer is shown along the property lines which adjoin properties zoned R-3, Medium Density Multi - Family Residential District. An area to the east of the proposed building is indicated as a possible stormwater management facility location. Before development could occur, comprehensive site plan and building plan reviews would be required. These reviews involve multiple agencies including, but not limited to, Roanoke County Building, Engineering, Planning and Zoning, VDOT, and Fire and Rescue. Access/Traffic Circulation — The subject site would have one main entrance off of Peters Creek Road. A new signalized intersection is proposed between the site, Peters Creek Road, and Alpine Road. The proposed improvements to Peters Creek Road include a right turn lane into the site from the west, and a left turn lane into the site from the east. Modifications are also proposed to the entrance of Alpine Road to restrict through movement. All of these proposed improvements are subject to VDOT review and approval. A loop drive is shown which circles around the entirety of the proposed building. Within this loop driveway are the parking area, car and bus drop-off/ pick-up zones, and pedestrian pathways from the parking area to the building. An emergency access is proposed off of Burlington Drive. The application states that this entrance would be gated and not for public use. A Traffic Impact Analysis (TIA) was conducted and VDOT has concurred with the TIA. Agencies Comments: The following agencies provided comments on this application: Office of Building Safety — All construction will need to meet the requirements of the Virginia Uniform Statewide Building Code. Economic Development - Economic Development supports the Roanoke County School Board application to rezone and repeal proffered conditions of the parcels submitted for the purpose of the new CTE facility. Roanoke County Transportation — 1. In accordance with the adopted Hollins Center Plan and the draft Roanoke County 200 Plan, a crosswalk with pedestrian signals is needed to cross Peters Creek Road from the school to Alpine Road. 3 2. A crosswalk is needed across the western side of the Loop Road to connect the sidewalk along the Loop Road to the sidewalk through the parking lot for pedestrians to access the school building. 3. All crosswalks should be high -visibility, continental -style crosswalks. 4. What is the anticipated circulation pattern along the Loop Drive? The "T" or "Y" intersection created near the Peters Creek Road entrance will be confusing for drivers. Which directions will stop and/or yield? Consider extending the median farther up the entrance drive to better delineate travel lanes and circulation. Will the Loop Drive circulation be one-way? If so, the Bus Drop- Off/Pick-Up Zone will drop students off on the outside of the Loop Drive instead of on the school side. Please explain how the site circulation will work. 5. It is not clear from the text on the plan that the Burlington entrance is for emergency access only and will be gated. This text and a gate location should be added. Fire and Rescue — Fire and Rescue does not object to the project and it could minimally increase the provided services. Fire flow and access requirements would be addressed during the site plan review process. General Services — General Services does not see any issues and has no comments. VDOT — 1. A Land Use Permit will be required if a new entrance is needed from the VDOT right -of way or for the change in use of an existing entrance. 2. The VDOT Road Design Manual, Appendix F: Access Management Design Standards for Entrances and Intersections must be adhered to where applicable for commercial entrances. This includes, but is not limited to, commercial entrance spacing and intersection sight distance. The intersection sight distance must be field verified, and measures taken to ensure the minimum required distances can be met. 3. VDOT issued approval of the Access Management Exception submitted for this project on June 20, 2023. Any changes to the concept plan may require the Access Management Exception to be revised or an addendum submitted for review and approval. 4. VDOT issued concurrence with the Traffic Study for this project on July 31, 2023. Any changes to the concept plan may require the Traffic Study to be revised or an addendum submitted for review and concurrence. 5. Per VDOT Traffic Memorandum I IM-TE-387.1, a Signal Justification Report (SJR) must be completed for the proposed traffic signal. The SJR must be included with, or submitted prior to, the first plan submittal. Final plan approval will be contingent upon approval of the SJR. 6. The department will not issue an approval of the plans or any necessary Land Use Permits until the locality approves this request. In addition, information regarding any changes to the existing drainage system should also be included for review. 4. CONFORMANCE WITH ROANOKE COUNTY COMMUNITY PLAN The 2005 Roanoke County Comprehensive Plan indicates the future land use designations of these parcels as Transition (6305 Peters Creek Road and 0 Burlington Drive) and Development (1120 East Drive). Transition is a future land use area that encourages the orderly development of highway frontage parcels. Transition areas generally serve as developed buffers between highways and nearby or adjacent lower intensity development. Intense retail and highway oriented commercial uses are discouraged in transition 4 areas, which are more suitable for office, institutional and small-scale, coordinated retail uses. Development is a future land use area where most new neighborhood development will occur, including large-scale planned developments which mix residential with retail and office uses. Innovation in housing design and environmental sensitivity in site development is a key objective. Community activity centers which includes schools is an appropriate land use type in the Development future land use designation. The proposed rezoning is consistent with both the Transition and Development future land use designations 5. STAFF CONCLUSIONS Roanoke County Public Schools is petitioning to rezone approximately 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C-1, Low Intensity Commercial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1 C, Low Intensity Commercial District with conditions, located at the end of Burlington Drive, 6305 Peters Creek Road, and 1120 East Drive, Hollins Magisterial District. The proffered condition is from a 1996 rezoning and states that if Burlington Road (now Burlington Drive) is used as an access to the property, then the road shall be brought up to current VDOT and Roanoke County standards. The applicant is proposing a secondary, emergency -only access point at the end of Burlington Drive, with the expectation that this entrance will be gated. The 2005 Roanoke County Comprehensive Plan indicates the future land use designations of these parcels as Transition and Development. The proposed rezoning is consistent with both of these future land use designations. CASE NUMBER: #12-912023 PREPARED BY: Alyssa Dunbar HEARING DATES: PC: September 5, 2023 BOS: September 26, 2023 ATTACHMENTS: Application Materials Maps (Aerial, Zoning, Future Land Use) Photographs C-1 District Regulations Ordinance #082796-10 Development Future Land Use Designation Transition Future Land Use Designation Traffic Impact Analysis 5 County of Roanoke Community Development Planning & Zoning 5204 Bernard Drive P O Box 29800 Roanoke, VA 24018 (540) 772-2068 FAX (540) 776-7155 Far Staff Use Only Date n v t 5 Receive y. C 1A-0- Ai:brai; w be'� . o 5 PC lI�.SiUa3 BOS date Placards issued: Case Number ;\ - 9 1,0-.)„3 ALL APPLICANTS Check type of application filed (check all that apply) X Rezoning ❑ Special Use ❑ Variance to Waiver o Administrative Appeal ❑ Comp Plan (15.2-2232) Review Applicants name/address w/zip Roanoke County School Board Attn: Todd Kageals 5937 Cove Road, NW Director of Facilities & Roanoke. VA 24019 Roanoke County Public Phone: (540) 562-3900 x10152 Cell ##: (540) 354-7492 Operations Email: tkageals@reps.us _ Schools Contact for Legal Ads Todd Kageals Owner's name/address w/zip Roanoke County School Board Attn: Todd Kageals 5937 Cove Road, NW Director of Facilities & Operations Roanoke. VA 24019 Roanoke County Public Schools Phone #: (540) 562-3900 x10152 Cell #: (540) 354-7492 Email: tkageals(dreps.us Property Location 0 Burlington Drive, 6305 Peters Creek Road, 1120 East Drive Magisterial District: Hollins Community Planning area: Peters j Tax Map No.:027. I3-05-05.00-0000, 027.13-05-06.00-0000, 027.13-05-37.00-0000 p►' 2 Existing Zoning: See attac, ,irS Size of parcel(s): Acres: 17.013 0' Existing Land Use: Sin , - amity Re ti iential & Vac. REZONING, SPECIAL USE PERMIT, WAIVER AND COMP PLAN (ls.2-223 ': VIEW APPI,II NTS _ , /CP) Proposed Zoning: CI J n�k`��'�Velte�n - Proposed Land Use: Educational Facility, Primary/Secondary -pC;. Does the parcel meet the minimum lot area, width, and frontage requirements of the r-. +el :i district? 444 Yes X No IF NO, A VARIANCE IS REQUIRED FIRST (Rezoning). e d 1V+6 Does the parcel meet the minimum criteria for the requested Use Type in Article IV (Special s- '' i ? Yes X IF NO, A VARIANCE IS REQUIRED FIRST If rezoning request, are conditions being proffered with this request? Yes No X No VARIANCE, WAIVER AND ADMINISTRATIVE APPEAL APPLICANTS (V/W/AA) Variance/Waiver of Section(s) of the Roanoke County Zoning Ordinance in order to: • Appeal of Zoning Administrator's decision to Appeal of Interpretation of Section(s): of the Roanoke County Zoning Ordinance , Appeal of Interpretation of Zoning Map to Is the application complete? Please check if enclosed. APPLICATION WILL NOT BE ACCEPTED IF ANY OF THESE ITEMS ARE MISSING OR INCOMPLETE. R/S/W/CP VIAA RIS/W/CP V/AA 1.1 Application fee Proffers, if a plicable Adjoini property owners hereby certify 11 at I am either the owr er of the property or the owner's agent or contract purchaser and am tng with the knowledge and consent f the owner. Consultation Application Justification RISIW/CP V/AA 8 1/2" x 1 l" concept plan Metes and bounds description Water and sewer application Owner's Signature 2 JUSTIFICATION FOR REZONING, SPECIAL USE PERMIT WAIVER OR COMP PLAN (15.2-2232) REVIEW REQUESTS Applicant Roanoke County School Board The Planning Commission will study rezoning, special use permit waiver or community plan (15.2-2232) review requests to determine the need and justification for the change in terms of public health, safety, and general welfare. Please answer the following questions as thoroughly as possible. Use additional space if necessary. Please explain how the request furthers the purposes of the Roanoke County Ordinance as well as the purpose found at the beginning of the applicable zoning district classification in the Zoning Ordinance. See attached narrative. Please explain how the project conforms to the general guidelines and policies contained in the Roanoke County Community Plan. See attached narrative. Please describe the impact(s) of the request on the property itself, the adjoining properties, and the surrounding area, as well as the impacts on public services and facilities, including water/sewer, roads, schools, parks/recreation and fire and rescue. See attached narrative. 3 CONCEPT PLAN CHECKLIST A concept plan of the proposed project must be submitted with the application. The concept plan shall graphically depict the land use change, development or variance that is to be considered. Further, the plan shall address any potential land use or design issues arising from the request. In such cases involving rezonings, the applicant may proffer conditions to limit the future use and development of the property and by so doing, correct any deficiencies that may not be manageable by County permitting regulations. The concept plan should not be confused with the site plan or plot plan that is required prior to the issuance of a building permit. Site plan and building permit procedures ensure compliance with State and County development regulations and may require changes to the initial concept plan. Unless limiting conditions are proffered and accepted in a rezoning or imposed on a special use permit or variance, the concept plan may be altered to the extent permitted by the zoning district and other regulations. A concept plan is required with all rezoning, special use permit, waiver, community plan (15.2-2232) review and variance applications. The plan should be prepared by a professional site planner. The level of detail may vary, depending on the nature of the request. The County Planning Division staff may exempt some of the items or suggest the addition of extra items, but the following are considered minimum: ALL APPLICANTS x a. Applicant name and name of development x b. Date, scale and north arrow x c. Lot size in acres or square feet and dimensions x d. Location, names of owners and Roanoke County tax map numbers of adjoining properties x e. Physical features such as ground cover, natural watercourses, floodplain, etc. x f. The zoning and land use of all adjacent properties x g. All property lines and easements x h. All buildings, existing and proposed, and dimensions, floor area and heights x i. Location, widths and names of all existing or platted streets or other public ways within or adjacent to the development x j. Dimensions and locations of all driveways, parking spaces and loading spaces Additional information required for REZONING and SPECIAL USE PERMIT APPLICANTS x k. Existing utilities (water, sewer, storm drains) and connections at the site x L Any driveways, entrances/exits, curb openings and crossovers x m. Topography map in a suitable scale and contour intervals x n. Approximate street grades and site distances at intersections n/a o. Locations of all adjacent fire hydrants n/a p. Any proffered conditions at the site and how they are addressed n/a q. If project is to be phased, please show phase schedule I certify that all items required in the checklist above are complete. 7/14/2023 Date 6 Community Development Planning & Zoning Division POTENTIAL OF NEED FOR TRAFFIC ANALYSIS AND/OR TRAFFIC IMPACT STUDY The following is a list of potentially high traffic -generating land uses and road network situations that could elicit a more detailed analysis of the existing and proposed traffic pertinent to your rezoning, subdivision waiver, public street waiver, or special use permit request. If your request involves one of the items on the ensuing list, we recommend that you meet with a County planner, the County traffic engineer, and/or Virginia Department of Transportation staff to discuss the potential additional traffic related information that may need to be submitted with the application in order to expedite your application process. (Note this list is not inclusive and the County staff and VDOT reserve the right to request a traffic study at any time, as deemed necessary.) High Traffic -Generating Land Uses: • Single-family residential subdivisions, Multi -family residential units, or Apartments with more than 75 dwelling units • Restaurant (with or without drive -through windows) • Gas station/Convenience store/Car wash • Retail shop/Shopping center • Offices (including: financial institutions, general, medical, etc.) • Regional public facilities • Educational/Recreational facilities • Religious assemblies • Hotel/Motel • Golf course • Hospital/Nursing home/Clinic • Industrial site/Factory • Day care center • Bank • Non-specific use requests Road Network Situations: • Development adjacent to/with access onto/within 500-ft of intersection of a roadway classified as an arterial road (e.g., Rte 11, 24, 115, 117, 460, 11/460, 220, 221, 419, etc) • For new phases or changes to a development where a previously submitted traffic study is more than two (2) years old and/or roadway conditions have changed significantly • When required to evaluate access issues • Development with ingress/egress on roads planned or scheduled for expansion, widening, improvements, etc. (i.e. on Long Range Transportation Plan, Six-Yr Road Plan, etc.) • Development in an area where there is a known existing traffic and/or safety problem • Development would potentially negatively impact existing/planned traffic signal(s) • Substantial departure from the Community Plan • Any site that is expected to generate over one hundred (100) trips during the peak hour of the traffic generator or the peak hour on the adjacent streets, or over seven hundred fifty (750) trips in an average day Effective date: April 19, 2005 7 Community Development Planning & Zoning Division NOTICE TO APPLICANTS FOR REZONING, SUBDIVISION WAIVER, PUBLIC STREET WAIVER, OR SPECIAL USE PERMIT PETITION PLANNING COMMISSION APPLICATION ACCEPTANCE PROCEDURE The Roanoke County Planning Commission reserves the right to continue a Rezoning, Subdivision Waiver, Public Street Waiver or Special Use Permit petition if new or additional information is presented at the public hearing. If it is the opinion of the majority of the Planning Commissioners present at the scheduled public hearing that sufficient time was not available for planning staff and/or an outside referral agency to adequately evaluate and provide written comments and suggestions on the new or additional information prior to the scheduled public hearing then the Planning Commission may vote to continue the petition. This continuance shall allow sufficient time for all necessary reviewing parties to evaluate the new or additional information and provide written continents and suggestions to be included in a written memorandum by planning staff to the Planning Commission. The Planning Commission shall consult with planning staff to determine if a continuance may be warranted. POTENTIAL OF NEED FOR TRAFFIC ANALYSES AND/OR TRAFFIC IMPACT STUDY The Roanoke County Planning Commission reserves the right to continue a Rezoning, Subdivision Waiver, Public Street Waiver, or Special Use Permit petition if the County Traffic Engineer or staff from the Virginia Department of Transportation requests further traffic analyses and/or a traffic impact study that would be beneficial in making a land use decision (Note: a list of potential land uses and situations that would necessitate further study is provided as part of this application package). This continuance shall allow sufficient time for all necessary reviewing parties to evaluate the required traffic analyses and/or traffic impact study and to provide written comments and/or suggestions to the planning staff and the Planning Commission. If a continuance is warranted, the applicant will be notified of the continuance and the newly scheduled public hearing date. Roanoke County Career & Technical Education Facility Name of Petition Petitioner's Signature 7/14/2023 Date Effective date: April 19, 2005 8 REZONING REQUEST NARRATIVE: Introduction: The purpose of this request is to rezone land and to repeal proffered conditions to allow the Roanoke County School Board to construct a new Career and Technical Education (CTE) facility on the subject property. The overall project consists of five (5) tax parcels along Peters Creek Road and has been previously identified by the School Board as the preferred site for the new CTE facility. The property was purchased by the School Board earlier this year and this project has been identified as one of the top priority projects for Roanoke County. As outlined on "EX -A, Rezoning Plan," dated July 14, 2023, the property consists of Tax Parcels 027.13-05-03.00 (4.053 ac.), 027.13-05-04.00 (7.000 ac.), 027.13-05-05.00 (5.000 ac.), 027.13-05-06.00 (6.691 ac.), and 027.13-05-37.00 (5.322 ac.). Tax Parcels 027.13-05-03.00 and 027.13-05-04.00 are zoned C-1, which allows for the proposed Educational Facility. Tax Parcel 027.13-05-05.00 is zoned C-1 and has a proffered condition that is proposed to be repealed as part of this request. Tax Parcels 027.13-05- 06.00 and 027.13-05-37.00 are currently zoned Medium Density Multi -Family Residential District (R-3) and are proposed to be rezoned to Low Intensity Commercial District (C-1) to allow for the proposed Educational Facility use and to match the zoning of the rest of the property. It is anticipated that these five parcels will be combined into one larger parcel as part of the development/site plan process. Background: The proposed facility will replace the existing Burton Center for Arts and Technology (BCAT) that is located along Roanoke Boulevard in the City of Salem. BCAT has been located at this site since it was initially started in 1962. The school has expanded over the years and current course offerings include Auto Service Technology, Building Trades, Computer Information Technology, Cosmetology, Criminal Justice, Culinary Arts, Cybersecurity, Early Childhood Education, EMT, Game Design, Masonry, Mechatronics, Motorsports, Nursing, and Welding. Students from all of the County high schools have the opportunity to attend classes at BCAT for targeted, hands-on technical and vocational training in the subjects listed above. The location of the new site along the Peters Creek Road corridor will allow for convenient and efficient access to the site for students, parents, and educators, and will move this important facility into Roanoke County. Design: A concept plan showing how the site could be developed is included with this application, titled "EX-B, Conceptual Masterplan" and dated July 14, 2023. The proposed building and site improvements are concentrated on the western side of the property in order to take advantage of the Peters Creek Road access across from Alpine 11Page Road and to preserve the existing jurisdictional watercourse and appropriate buffers on the eastern side of the site. It should be noted that the majority of the site improvements are shown on property that is already zoned C-1. Primary access for the site will be from the main entry point on Peters Creek Road. A new traffic signal is anticipated at this intersection, subject to VDOT approval. A secondary, emergency -only access point at the end of Burlington Road is shown on the Concept Plan as well. The expectation is that this entrance will be gated. The Concept Plan indicates many things that have been done to help mitigate impacts to adjacent residential properties. There is significant horizontal separation provided between the proposed building and any residential properties. In addition, landscape buffers will be provided along these property boundaries in accordance with the Roanoke County zoning ordinance. These buffers are anticipated to be achieved either by preserving existing vegetation or through planting new Type B' landscape buffers as required by the Ordinance. The existing high point of the site will be cut down significantly to create the pad for the development of the site, which will also help to reduce the scale of the building in relation to the surrounding properties. The building will still be significantly elevated above Peters Creek Road, creating great visibility for this one -of -a -kind County facility. A new traffic signal is proposed at the intersection of Peters Creek Road, Alpine Road, and the new Site Entrance, subject to VDOT approval. The proposed signal phasing would provide controlled turning movements to and from Peters Creek Road, which will increase safety at this access point while also preserving a high level of functionality for the Peters Creek Road corridor. It should be noted that new traffic impacts from this development will be much less than with a typical commercial development that could otherwise be developed on this site. A traffic impact study has been submitted and is currently under review by VDOT. A copy of this study is included with this request. As shown in the study, the surrounding road network can support the proposed development and the impact to traffic from the proposed development is insignificant. The improvements shown on the Conceptual Masterplan are intentionally designed to accommodate the constraints of the site while balancing the desired aesthetic appearance. There are functional considerations that are necessary to the operation of this type of facility, but they have been designed to be discreet in their location and screened from view for privacy. The project will meet all zoning ordinance requirements including on - site landscaping and dimensional standards. Compatibility with Comprehensive Plan: The four western parcels associated with this project are shown on the Future Land Use Map as Transition and the easternmost parcel (T.M. #027.13-05-37.00) is shown as Development. 21Page The proposed use is compatible with the Roanoke County Comprehensive Plan and the surrounding zoning districts and uses. The Comprehensive Plan defines Transition as "a future land use area that encourages orderly development of highway frontage parcels. Transition areas generally serve as developed buffers between highways and nearby or adjacent lower intensity development. Intense retail and highway oriented commercial uses are discouraged in transition areas, which are more suitable for office, institutional and small-scale, coordinated retail uses." Development is defined as "a future land use area where most new neighborhood development will occur, including large-scale planned developments which mix residential with retail and office uses. Innovation in housing design and environmental sensitivity in site development is a key objective. Clustered developments are encouraged as is the use of greenways and bike and pedestrian trails." The proposed educational facility is located completely within the Transition area and will provide a natural transition between the commercial corridor of Peters Creek Road and the existing residential uses to the south, east, and west. The institutional use is consistent with the objectives of a Transition property. There are also many C-2 zoned properties located to the east of the property along Peters Creek Road and on the opposite side of South Drive. The proposed rezoning to C-1 will provide a transition from these properties to the more residential areas located to the south of the property. This area has also been identified by Planning staff for multi -modal improvements. A proposed sidewalk is shown on the Conceptual Masterplan along the frontage of Peters Creek Road. This project will further this initiative by installing sidewalk in an area where pedestrian improvements do not currently exist. As indicated above, this project is consistent with the guiding themes outlined in Roanoke County's Comprehensive Plan and it will also relocate an existing County facility that is currently located in the City of Salem. This project will be developed in accordance with applicable regulations including the Roanoke County Zoning Ordinance. This essential community facility will serve the County and its residents for years to come. On behalf of the Roanoke County School Board, we request approval of this rezoning application. 3 1Page PROFFERED CONDITION TO BE REPEALED This proffered condition currently affects Tax Parcel 027.13-05-05.00-0000: 1. If Burlington Road is used for access to the subject property, then Burlington Road shall be improved to standards as specified by the Virginia Department of Transportation (VDOT) and the Roanoke County Department of Engineering. All improvements shall be completed prior to the issuance of a Certificate of Occupancy for the first phase of any development on the site. SIPE Pe ZONING SUMMAR, seG epepes rzzr.Eu N, LIM,/ e L El '0,:ifF„gt#Nififeiz- OHM EPOPIREMENT PROPOSED TOPM - LOW WORSE, COMITERCPL PROPOSED USE: ENVENOM_ ECOLEPE C-, - LOP EDP, COMITORCPT IDMITUM LOT PROP T50100 MONROE: SO 0 DO ,20 'BR T . spoNT. 30. MIX020. WED ALL WRING PERM STRUCTURE SIO„ HO MUDD •••• 0 .4 • . • I I u. I CONDITION TO BE \ REPEALED AREATO REMAIN C-1 1/453 AC. I .0.7.sounio LaniE ! \ AREA,i0 REZONED FILO R-3 \TO C-1 .12!.013 AC. ram I EAST 7 .1 Bo x o I I'M H 91y p I eEM I 0, 6. 4 BALZER t4M9T71 ;3;SF ROANOKE COUNTY CTE FACILITY =PT gXvo SITE & ZONING SUMMAR, Fua ONICEARFEEF I hbaso--- BROOKS7. ROANOKE COUNTY CTE FACILITY 5 EX-B LEGAL DESCRIPTIONS PROPERTY TO BE REZONED FROM R-3 TO C-1 Beginning at an iron pin found on the south right of way line of Peters Creek Road (rte. 117), said point being 550', more or less, from the intersection of Peters Creek Road and South Drive; thence S27°51'01 "E a distance of 373.50' to an iron pin found at the terminus of the south right of way line of East Drive, a partially developed right of way; thence with the south line of East Drive N62°08'59"E a distance of 350.00' to an iron pin found; thence leaving East Drive S27°51'01"E a distance of 350.00' to an iron pin set on the south line of Brook Street, an undeveloped right of way; thence with the south line of Brook Street N62°08'59"E a distance of 246.97' to a point, said point being 3 feet more or less from an iron pin found; thence leaving Brook Street S27°51'01"E a distance of 117.83' to a point; thence S36°44'59"W a distance of 109.54' to an iron pin set in a branch; thence S56°02'59"W a distance of 500.86' to an iron pin found; thence S56°15'45"W a distance of 302.83' to an iron pin set; thence N27°38'27"W a distance of 999.09' to a point on the south right of way line of Peters Creek Road; thence with a curve to the right with an arc length of 236.48', with a radius of 1914.13', with a chord bearing of N66°36' 18"E, and a chord length of 236.33', to a concrete monument; thence N69°37'42"E a distance of 62.50' to the point and place of beginning; containing 12.013 acres lying and being in the County of Roanoke, Virginia and being all of those parcels labeled "5.322 ACRES" & "6.691 ACRES" as shown on "ALTA/NSPS LAND TITLE SURVEY FOR ROANOKE COUNTY SCHOOL BOARD" by Balzer and Associates dated January 17, 2023 and recorded in the Clerk's Office of the Circuit Court for the County of Roanoke, Virginia in instrument #202300881. PROPERTY WITH CONDITION TO BE REPEALED Beginning at a monument found at the northeast terminus point of Burlington Drive, said point being S27°38'27"E a distance of 589.25' from Peters Creek Road; thence N62°21'33"E a distance of 700.00' to an iron pin found; thence S27°38'27"E 271.54' to an iron pin set; thence S56° 15'45 "W a distance of 234.66'; thence S55°27'33"W a distance of 470.07' to a concrete monument; thence N27°38'27"W a distance of 352.95' to the point and place of beginning; containing 5.000 acres lying and being in the County of Roanoke, Virginia and being all of that parcel labeled "5.000 ACRES" as shown on "ALTA/NSPS LAND TITLE SURVEY FOR ROANOKE COUNTY SCHOOL BOARD" by Balzer and Associates dated January 17, 2023 and recorded in the Clerk's Office of the Circuit Court for the County of Roanoke, Virginia in instrument #202300881. ArcGIS WebMap 10/12/2022, 11:18:05 AM 0 Local Counties Labels """ SAbandonedLine - SLateralLine • SManhole • SAbandonedPoint SGravityMain WAbandonedLine SPrivateLine In Use • WAbandonedPoint WMain • SPrivatePoint • SCleanout WPrivateLine Parcels General Line 111111 CASING WPrivatePoint WVault WServiceLine ! WVault • • WBlowOff WControlValve EX-C WATER & SEWER MAP 1:4,131 O 190 380 1 O 55 110 760 ft 220 m Western Virginia Water Authority The Western Virginia Water Authority does not warrant the accuracy of the information contained herein nor is it responsible for any errors or omissions, accuracy, timeliness, or completeness of any of the information provided herein. ADJACENT PROPERTY OWNERS Tax Parcel 027.13-05-01.00-0000 Property Address: 6065 Peters Creek Road Owner: Lexington Falls, LLC Address: Bojangles 7611 Rickenbacker Drive, Suite N Gaithersburg, MD 20879 Tax Parcel 027.13-05-02.00-0000 Property Address: Owner: Owner Address: 0 Burlington Drive Lexington Falls, LLC Bojangles 7611 Rickenbacker Drive, Suite N Gaithersburg, MD 20879 Tax Parcel 027.17-04-06.00-0000 Property Address: Owner: Owner Address: Tax Parcel 027.17-04-13 Property Address: Owner: Address: 6155 Burlington Drive Dao Thi Dong 5412 Loblolly Drive Roanoke, VA 24019 .01-0000 775 Dent Road Dent Road, LLC 2609 McVitty Road Roanoke, VA 24018 Tax Parcel 027.17-07-08.00-0000 Property Address: Owner: Address: 6802 Village Green Drive Giovani & Lyda Angelica Molina 6802 Village Green Drive Roanoke, VA 24019 Tax Parcel 027.17-07-09.00-0000 Property Address: Owner: Address: 6806 Village Green Drive Dawghousel, LLC 3781 Verona Trail Roanoke, VA 24018 Tax Parcel 027.17-07-10.00-0000 Property Address: Owner: Address: 6810 Village Green Drive Dawghouse2, LLC 3781 Verona Trail Roanoke, VA 24018 Tax Parcel 027.17-07-11.00-0000 Property Address: 6814 Village Green Drive Owner: Brittany N. Leftwich Address: 6814 Village Green Drive Roanoke, VA 24019 Tax Parcel 027.17-07-12.00-0000 Property Address: 6818 Village Green Drive Owner: Kalyani Pyakurel Wagle Address: 6818 Village Green Drive Roanoke, VA 24019 Tax Parcel 027.17-07-13.00-0000 Property Address: 6822 Village Green Drive Owner: Heather H. & Vojtech Zemlickova Address: 6822 Village Green Drive Roanoke, VA 24019 Tax Parcel 027.17-07-14.00-0000 Property Address: 6826 Village Green Drive Owner: RJP Roanoke, LLC Address: 828 Pendleton Drive Salem, VA 24153 Tax Parcel 027.17-07-15.00-0000 Property Address: 6830 Village Green Drive Owner: Faraaz & Sonia Faraaz Bhatti Address: 6830 Village Green Drive Roanoke, VA 24019 Tax Parcel 027.17-07-16.00-0000 Property Address: 6834 Village Green Drive Owner: SD-MF Holdings, LLC Address: 5211 South Concourse Drive Roanoke, VA 24019 Tax Parcel 027.17-07-17.00-0000 Property Address: 6838 Village Green Drive Owner: SD-MF Holdings, LLC Address: 5211 South Concourse Drive Roanoke, VA 24019 Tax Parcel 027.17-07-18.00-0000 Property Address: 6842 Village Green Drive Owner: Miles J. & Michaela C. Tucker Address: 6842 Village Green Drive Roanoke, VA 24019 Tax Parcel 027.17-07-19.00-0000 Property Address: 6846 Village Green Drive Owner: Bryan D. Lauritsch Address: 6846 Village Green Drive Roanoke, VA 24019 Tax Parcel 027.17-07-20.00-0000 Property Address: 6850 Village Green Drive Owner: SD-MF Holdings, LLC Address: 5211 South Concourse Drive Roanoke, VA 24019 Tax Parcel 027.17-07-21.00-0000 Property Address: 6854 Village Green Drive Owner: SD-MF Holdings, LLC Address: 5211 South Concourse Drive Roanoke, VA 24019 Tax Parcel 027.17-07-22.00-0000 Property Address: 6858 Village Green Drive Owner: SD-MF Holdings, LLC Address: 5211 South Concourse Drive Roanoke, VA 24019 Tax Parcel 027.17-07-23.00-0000 Property Address: 6862 Village Green Drive Owner: SD-MF Holdings, LLC Address: 5211 South Concourse Drive Roanoke, VA 24019 Tax Parcel 027.17-08-31.00-0000 Property Address: 0 Village Green Drive Owner: Roanoke Valley Investments, LLC Address: 5211 South Concourse Drive Roanoke, VA 24019 Tax Parcel 027.17-04-13.05-0000 Property Address: Owner: Address: 6509 Carefree Lane Mid Atlantic Funding, LLC 5123 Flintlock Lane Roanoke, VA 24018 Tax Parcel 027.14-02-19.00-0000 Property Address: Owner: Address: 7260, 7262, 7264, 7266, 7268, 7272, 7274, 7276, 7278, 7280, & 7282 South Barrens Road Peters Creek Redo, LLC c/o Grady Management & Company 8630 Fenton Street, Suite 625 Silver Spring, MD 20190 Tax Parcel 027.13-05-47.00-0000 Property Address: Owner: Address: 7240 South Barrens Road St. Georges Development, LLC 819 West Little Creek Road Norfolk, VA 23505 Tax Parcel 027.13-05-38.02-0000 Property Address: Owner: Address: Tax Parcel 027.13-05-38 0 East Drive Bailey Auto Sales, LLC 1737 Old Fincastle Road Fincastle, VA 24090 .00-0000 Property Address: Owner: Address: Tax Parcel 027.13-05-46 1112 East Drive Bailey Auto Sales, LLC 1737 Old Fincastle Drive Fincastle, VA 24090 .00-0000 Property Address: Owner: Address: 0 East Drive Bailey Auto Sales, LLC 1737 Old Fincastle Drive Fincastle, VA 24090 Tax Parcel 027.13-05-45.00-0000 Property Address: 7104 South Drive Owner: William A. Garst Address: 7104 South Drive Roanoke, VA 24019 Tax Parcel 027.13-05-28.02-0000 Property Address: Owner: Address: 1111 & 1115 East Drive Dallas Grey Jarrell 5661 Warwood Drive Roanoke, VA 24018 Tax Parcel 027.13-05-15.00-0000 Property Address: Owner: Address: 6363 Peters Creek Road 1905 Westmoreland Street, LLC 1905 Westmoreland Street Richmond, VA 23230 Tax Parcel 027.13-05-32.00-0000 Property Address: Owner: Address: Tax Parcel 027.13-05 Property Address: Owner: Address: Tax Parcel 027.13-05 Property Address: Owner: Address: 0 East Drive Cevam Holdings, LLC 6349 Peters Creek Road Roanoke, VA 24019 -34.00-0000 0 East Drive Cevam Holdings, LLC 6349 Peters Creek Road Roanoke, VA 24019 -35.00-0000 0 East Drive Cevam Holdings, LLC 6349 Peters Creek Road Roanoke, VA 24019 Tax Parcel 027.13-05-36.00-0000 Property Address: Owner: Address: 0 East Drive Cevam Holdings, LLC 6349 Peters Creek Road Roanoke, VA 24019 Tax Parcel 027.13-05-07.00-0000 Property Address: 6335 Peters Creek Road Owner: Cevam Holdings, LLC Address: 6349 Peters Creek Road Roanoke, VA 24019 Tax Parcel 027.13-03-32.00-0000 Property Address: 6318 Peters Creek Road Owner: Gone Coco, LLC Address: 120 Church Avenue Roanoke, VA 24011 Tax Parcel 027.13-03-33.00-0000 Property Address: 6318 Peters Creek Road Owner: Gone Coco, LLC Address: 120 Church Avenue Roanoke, VA 24011 Tax Parcel 027.13-03-34.00-0000 Property Address: 6316 Peters Creek Road Owner: Mechanical Maintenance, Inc. Address: P.O. Box 7307 Roanoke, VA 24019 Tax Parcel 027.13-03-35.00-0000 Property Address: 6312 Peters Creek Road Owner: Richard Dale Steen Address: 19 Corbett Street Salem, VA 24153 Tax Parcel 027.13-03-36.00-0000 Property Address: 6306 Peters Creek Road Owner: Ibex Social & Welfare Association Address: 4371 Parliament Place Lanham, MD 20706 Tax Parcel 027.13-06-55.00-0000 Property Address: 6244 Peters Creek Road Owner: DDW Associates Address: 6244 Peters Creek Road Roanoke, VA 24019 Tax Parcel 027.13-06-56.00-0000 Property Address: 6232 Peters Creek Road Owner: Buttler, LLC Address: 1901 Grandin Road Roanoke, VA 24015 Tax Parcel 027.13-06-57.00-0000 Property Address: 0 Peters Creek Road Owner: Buttler, LLC Address: 1901 Grandin Road Roanoke, VA 24015 Tax Parcel 027.13-06-58.00-0000 Property Address: 6220 Peters Creek Road Owner: 6220 Associates Address: 6220 Peters Creek Road, NW Roanoke, VA 24019 Tax Parcel 027.13-06-59.00-0000 Property Address: 0 Peters Creek Road Owner: 6220 Associates Address: 6220 Peters Creek Road, NW Roanoke, VA 24019 Tax Parcel 027.13-06-60.00-0000 Property Address: 6212 Peters Creek Road Owner: Jacob H. Pham Address: 6212 Peters Creek Road Roanoke, VA 24019 Tax Parcel 027.13-06-61.00-0000 Property Address: 6206 Peters Creek Road Owner: Sciatica, LLC Address: 708 Draper Road Blacksburg, VA 24060 Roanoke County, Virginia 2019 Aerial Map Roanoke County School Board 0 Burlington Dr; 6305 Peters Creek Rd; 1 120 East Dr Tax map numbers: 027.3-05-05; 027.13-05-06; 027.13-05-37 Size: 17.01 Acres Magisterial District: Hollins Current Zoning: Cl C; R3 Proposed Zoning: Cl Subject Sites Roanoke Co. Planning Ail (540) 772-2068 5204 Bernard Dr. ROANOKE Roanoke VA 24018 Feet 145 290 580 Date: 7/18/2023 1:4,514 Roanoke County, Virginia 2019 Zoning Map Roanoke County School Board 0 Burlington Dr; 6305 Peters Creek Rd; 1 120 East Dr Tax map numbers: 027.3-05-05; 027.13-05-06; 027.13-05-37 Size: 17.01 Acres Magisterial District: Hollins Current Zoning: C1C; R3 Proposed Zoning: Cl Zoning C1 F C2 R1 R3 Subject Sites Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. rtOANoce vn Roanoke VA 24018 Feet 0 145 290 580 Date: 7/18/2023 1:4,514 12,, 1226 / 12s6 �cXV 12,4 sS O' 6ry 6' 6035 D2' , -sod 61r C2S I • C2C PS i •I o\k 650 7dingtan r ary iP C2CS 7?cr, Roanoke County, Virginia 2019 Roanoke County, Virginia 2019 Future Land Use Map Roanoke County School Board 0 Burlington Dr; 6305 Peters Creek Rd; 1120 East Dr Tax map numbers: 027.3-05-05; 027.13-05-06; 027.13-05-37 Size: 17.01 Acres Magisterial District: Hollins Current Zoning: C1C; R3 Proposed Zoning: Cl Future Land Use Development Neighborhood Conservation Transition Subject Sites Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. RQANOKE Roanoke VA 24018:° Feet 0 145 290 580 Date: 7/18/2023 1:4,514 117 OC''il' O�io6b 0c 125 l 100�,,, j 61 118� 775 7282i • 6-509 ) T0\ DR ` co,,,,.....,,,. e y°69Cq4F65Q! 650 �FR,j r'oc,Ce f''?RR7N 650 - r c ti '�\QO ff 666 TERM 666 coR r 1 ' °1' 66J T o�lRstipp AR6 55 vh R 6729 67P1 rrrn �) e352 . 4-1 117J 7240 76' Burlington Elemeptaly &Chao, 7262 7264, / 7Lby 72, t. 411 7276 6 ". Roanoke County, Virginia 2019 SEC. 30-53. C-1 LOW INTENSITY COMMERCIAL DISTRICT. (Ord. No. 111213-15 , § 1, 11-12-13) Sec. 30-53-1. Purpose. (A) The purpose of the C-1 low intensity commercial district is to provide for the development of attractive and efficient office and commercial uses in the urban service area which serve both community and county -wide needs. The C-1 district allows for varying intensities of office and commercial development as part of either a planned office complex or, to a limited degree, small scale office and commercial uses. The C-1 districts are most appropriately found along or near major arterial streets where existing commercial development has occurred and/or where commercial zoning has been established, or near existing residential development where it would serve as a logical buffer strip between conflicting land use types. Land uses permitted in the C-1 district are generally consistent with the recommendations set forth in the transition and core land use categories of the comprehensive plan. Site development standards are intended to ensure compatibility with adjacent land uses. (Ord. No. 042208-16, § 1, 4-22-08; Ord. No. 111213-15 , § 1, 11-12-13) Sec. 30-53-2. Permitted Uses. (A) The following uses are permitted by right subject to all other applicable requirements contained in this ordinance. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Residential Uses Accessory Apartment * Home Beauty/Barber Salon * Home Occupation, Type I * Multi -family Dwelling * Two-family Dwelling * 2. Civic Uses Administrative Services Clubs Cultural Services Day Care Center * Educational Facilities, College/University Educational Facilities, Primary/Secondary * Guidance Services Halfway House * Park and Ride Facility * Post Office (Supp. No. 37) Created: 2023-06-14 09:18:16 [EST] Page 1 of 4 Public Parks and Recreational Areas * Safety Services * Utility Services, Minor 3. Office Uses Financial Institutions * General Office Medical Office 4. Commercial Uses Agricultural Services * Antique Shops Bed and Breakfast * Business Support Services Business or Trade Schools * Communications Services Consumer Repair Services Personal Improvement Services Personal Services Short -Term Rental * Studio, Fine Arts Veterinary Hospital/Clinic 5. Miscellaneous Uses Amateur Radio Tower * Parking Facility * (B) The following uses are allowed only by special use permit pursuant to section 30-19. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Civic Uses Religious Assembly * Utility Services, Major * 2. Office Uses Laboratories 3. Commercial Uses Automobile Rental/Leasing Commercial Indoor Sports and Recreation Restaurant, Drive-in or Fast Food * (Supp. No. 37) Created: 2023-06-14 09:18:16 [EST] Page 2 of 4 Restaurant, General Retail Sales 4. Industrial Uses Landfill, Rubble * Recycling Centers and Stations * 5. Miscellaneous Uses Broadcasting Tower * Outdoor Gatherings * (Ord. No. 82493-8, § 2, 8-24-93; Ord. No. 042799-11, § 2, 4-27-99; Ord. No. 042203-13, § 1, 4-22-03; Ord. No. 042208-16, § 1, 4-22-08; Ord. No. 111213-15 , § 1, 11-12-13; Ord. No. 062816-4 , § 1, 6-28-16; Ord. No. 020921-8 , § 1, 2-9-21; Ord. No. 011023-4 , § 1, 1-10-23) Sec. 30-53-3. Site Development Regulations. General Standards. For additional, modified, or more stringent standards for specific uses, see Article IV, Use and Design Standards. (A) Minimum lot requirements. 1. Lots served by private well and sewage disposal system; a. Area: 1 acre (43,560 square feet). b. Frontage: 100 feet on a publicly owned and maintained street. 2. Lots served by either public sewer or water, or both: a. Area: 15,000 square feet. b. Frontage: 75 feet on a publicly owned and maintained street. (B) Minimum setback requirements. 1. Front yard: a. Principal structures: 30 feet, or 20 feet when all parking is located behind the front building line. b. Accessory structures: Behind front building line. 2. Side yard: None. 3. Rear yard: a. Principal structures: 15 feet. b. Accessory structures: 3 feet. 4. Where a lot fronts on more than one (1) street, front yard setbacks shall apply to all streets. (C) Maximum height of structures. 1. Height limitations: a. Principal structures: When adjoining property zoned R-1 or R-2, forty-five (45) feet, including rooftop mechanical equipment. The maximum height may be increased, provided (Supp. No. 37) Created: 2023-06-14 09:18:16 [EST] Page 3 of 4 each required side and rear yard adjoining the R-1 or R-2 district is increased two (2) feet for each foot in height over forty-five (45) feet. In all other locations the height is unlimited unless otherwise restricted by this ordinance. b. Accessory structures: 15 feet. (D) Maximum coverage. 1. Building coverage: 50 percent of the total lot area. 2. Lot coverage: 80 percent of the total lot area. (Ord. No. 62293-12, § 10, 6-22-93; Ord. No. 052411-9 , § 1, 5-24-11) (Supp. No. 37) Created: 2023-06-14 09:18:16 [EST] Page 4 of 4 Kapt4Aterod VeHI pat AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER, TUESDAY, AUGUST 27, 1996 23, ORDINANCE 082796-10 TO CHANGE THE ZONING CLASSIFICATION OF A 5.0-ACRE TRACT OF REAL ESTATE LOCATED AT THE TERMINUS OF BURLINGTON DRIVE ADJACENT TO FRIENDSHIP MANOR (TAX MAP NO. 27.13-5-5) IN THE HOLLINS MAGISTERIAL DISTRICT FROM THE ZONING CLASSIFICATION OF R-3 TO THE ZONING CLASSIFICATION OF C-1 WITH A CONDITION UPON THE APPLICATION OF INDUSTRIAL DEVELOPMENT AUTHORITY OF ROANOKE COUNTY (TRENT DEVELOPMENT) WHEREAS, the first reading of this ordinance was held on April 1996, and the second reading and public hearing was continued on May 28, 1996, on June 25, 1996, on July 23, 1996, and the second reading and public hearing was held on August 27, 1996; and WHEREAS, the Roanoke County Planning Commission held a public hearing on this matter'on, May 7, 1996; and WHEREAS, legal notice and advertisement has been provided as required by law. BE IT ORDAINED by the Board of Supervisors of Roanoke County, Virginia, as follows: 1. That the zoning classification of a certain tract of real estate containing 5.0 acres, as described herein, and located at the terminus of Burlington Drive adjacent to Friendship Manor, Tax Map Number 27.13-5-5) in the Hollins Magisterial District, is hereby changed from the zoning classification of R-3, Medium Density Multi -Family Residential District, to the zoning classification of C-1, Office District. 2. That this action is taken upon the application of the Industrial Development Authority of Roanoke County (Trent 1 Development). 3. That the owner of the property has voluntarily proffered in writing the following condition which the Board of Supervisors of Roanoke County, Virginia, hereby accepts: (1) If Burlington Road is used for access to the subject property, then Burlington Road shall be improved to standards as specified by the Virginia Department of Transportation (VDOT) and the Roanoke County Department of Engineering. All improvements shall be completed prior to the issuance of a Certificate of Occupancy for the first phase of any development on the site. 4. That said real estate is more fully described as follows: All that certain lot, piece or parcel of land, located in the County of Roanoke, Virginia, containing 5.0 acres according to plat of survey dated October 31, 1980, by Raymond C. Weeks, and according to which said property is more particularly described as follows: BEGINNING at a concrete monument at the southwesterly corner of Lot 20 as shown on the map of R. E. Dillard Farm, made by c. B. Malcolm, SCE, dated June 18, 1937, of record in the Clerk's Office of the Circuit Court of Roanoke County, Virginia, in Plat Book 2, Page 106; thence N. 26 deg. 02' W. 352.94 feet to an iron pin; thence N. 63 deg. 58' E. 700.0 feet to an iron pin; thence S. 26 deg. 02' E. 271.54 feet to an iron pin; thence S. 57 deg. 52' W. 234.66 feet to an iron pin; thence S. 57 deg. 04' W. 470.08 feet to the Place of Beginning, and being the southerly portion of Lots 14, 15, 16, 17, 18, 19, and 20, according to the above described map of the R. E. Dillard Farm. 5. That this ordinance shall be in full force and effect thirty (30) days after its final passage. All ordinances or parts of ordinances in conflict with the provisions of this ordinance be, and the same hereby are, repealed. The Zoning Administrator is directed to amend the zoning district map to reflect the change in 2 zoning classification authorized by this ordinance. On motion of Supervisor Johnson to adopt the ordinance, and carried by the following recorded vote: AYES: Supervisors Eddy, Minnix, Harrison, Nickens, Johnson NAYS: None A COPY TESTE: /64,e,#,A, Brenda J. Holkon, Deputy Clerk Roanoke County Board -of -Supervisors cc: File Terry Harrington, Director, Planning & Zoning Arnold Covey, Director, Engineering & Inspections John W. Birckhead, Director, Real Estate Assessment Paul M. Mahoney, County Attorney Development: A future land use area where most new neighborhood development will occur, including large-scale planned developments which mix residential with retail and office uses. Innovation in housing design and environmental sensitivity in site development is a key objective. Clustered developments are encouraged as is the use of greenways and bike and pedestrian trails. Land Use Types: Conventional Residential - Single-family developments in conventional lots. Includes attached, detached and zero -lot line housing options. Greenways and bike and pedestrian trails are encouraged. Cluster Residential - Single family developments with similar gross density of conventional subdivisions but individual lot sizes may be reduced to accommodate the clustering of housing while allocating common open space. Includes attached, detached and zero -lot line housing options. Greenways and bike and pedestrian trails are encouraged. Multi -family - Developments of 6-12 units per acre. Clustering is encouraged as are greenways and bike and pedestrian trails. Planned Residential Development - Mixed housing types at a gross density range of 4-8 units per acre. Includes conventional housing, cluster housing, zero lot -line housing, townhouses and garden apartments. Greenways and bike and pedestrian trails are encouraged. Planned Community Development - Planned residential development mixed with office parks, neighborhood shopping centers and supporting retail development. The majority of the development is residential with a maximum limit set on the retail land. Greenways and bike and pedestrian trails are encouraged. Community Activity Centers - Facilities which serve the neighboring residents including parks, schools, religious assembly facilities, parks and recreational facilities and community clubs and meeting areas. These activity centers should be linked to residential areas by greenways, bike and pedestrian trails. Land Use Determinants: PUBLIC FACILITIES CAPACITY - Locations where public facilities are adequate to handle the increased population concentration. This includes schools, parks and recreation facilities and fire and rescue facilities. UTILITY AVAILABILITY - Locations where water and sewer services exist or are scheduled to serve the area. ENVIRONMENTAL CAPACITY - Locations where natural land features, including topography, provide optimum opportunity for urban residential development. ACCESS - Locations which have or can provide direct access to a major street. URBAN SECTOR - Locations served by urban services. Transition: A future land use area that encourages the orderly development of highway frontage parcels. Transition areas generally serve as developed buffers between highways and nearby or adjacent lower intensity development. Intense retail and highway oriented commercial uses are discouraged in transition areas, which are more suitable for office, institutional and small-scale, coordinated retail uses. Land Use Types: Office and Institutional - Planned office parks and independent facilities in park -like surroundings are encouraged. A high degree of architectural design and environmentally sensitive site design is encouraged. Retail - Small-scale planned and clustered retail uses. Multifamily Residential - Garden apartments at a density of 12 to 24 units per acre. Single -Family Attached Residential - Planned townhouse communities of 6 or more units per acre. Parks - Public and private recreational facilities. These facilities should be linked to residential areas by greenways, bike and pedestrian trails. Land Use Determinants: EXISTING LAND USE PATTERN - Locations where limited commercial uses exist. EXISTING ZONING - Locations where commercial zoning exists. ACCESS - Locations where properties have direct frontage and access to an arterial or major collector street. SURROUNDING LAND USE - Locations which serve as a logical buffer strip between conflicting land use patterns. ORIENTATION - Locations which are physically oriented toward the major street. URBAN SECTOR - Locations served by urban services. I3AI ASSOCIATES ROANOKE COUNTY CTE FACILITY Traffic Impact Study B&A Project #04220036.04 - Date: June 1, 2023 Revised: June 29, 2023 Revised: July 18, 2023 Planners I Architects I Engineers I Surveyors 1208 Corporate Circle, Roanoke, VA 24018 www.balzer.cc TRAFFIC IMPACT STUDY FOR CTE FACILITY in Roanoke County, Virginia Peters Creek Road - Route 117 Date: June 1, 2023 Revised: June 29, 2023 Revised: July 18, 2023 -Job No. 04220036.01 OH Op CHRISTOPHER P. BURNS Pic No.047338 �0 7/18/23 („s oNAL 1208 Corporate Circle Roanoke, VA 24018 540.772.9580 Fax: 540.772.8050 BA[ZER & ASSOCIATES .41 SAIZER & ASSOCIATES Table of Contents Page 1. Introduction 1 2. 2023 Existing Conditions 3 3. 2026 Future Conditions without Development 7 4. Trip Generation 9 5. Site Traffic Distribution and Assignment 11 6. Analysis of Future Conditions with Development 13 7. Intersection Analysis 15 8. Conclusions 18 Appendix A — Vicinity Map 19 Appendix B — Concept Plan 21 Appendix C — Existing Traffic Data 23 Appendix D — Existing Burton Traffic Summary & Site Projections 84 Appendix E — Existing Signal Timing Information 86 Appendix F — Synchro 11 & SimTraffic 11 Intersection Analysis Data 89 Existing 2023 AM Peak Hour Analysis 90 Existing 2023 PM Peak Hour Analysis 100 Background 2026 AM Peak Hour Analysis 111 Background 2026 PM Peak Hour Analysis 121 Buildout 2026 AM Peak Hour Analysis 132 Buildout 2026 PM Peak Hour Analysis 143 BA& ASSOCIATESRER List of Figures Figure 1 — 2023 Existing Turning Movements 5 Figure 2 — Existing Heavy Vehicle Percentages 6 Figure 3 — 2026 Background Turning Movements 8 Figure 4 — Site -Generated Turning Movements 12 Figure 5 — 2026 Buildout Turning Movements 14 List of Tables Table 1 — LOS Criteria for Signalized Intersections (HCM) 2 Table 2 — LOS Criteria for Unsignalized Intersections (HCM) 2 Table 3 — Projected Site -Generated Traffic 10 Table 4 — Peters Creek Road & Airport Road LOS & Queuing Summary 15 Table 5 — Peters Creek Road & Alpine Road & Site Entrance LOS & Queuing Summary 16 Table 6 — Peters Creek Road & Barrens Road LOS & Queuing Summary 17 1,3AASSOCIATES 1. Introduction Roanoke County is proposing to develop approximately 28 acres of land located at 6305 Peters Creek Road in Roanoke County (see Appendix A for vicinity map). The proposed development consists of a new Career and Technical Education (CTE) Facility. The site is located along the south side of Peters Creek Road. The property is described as Roanoke County Tax Parcels #027.13-05-03.00-0000, #027.13-05-04.00-0000, #027.13-05- 05.00-0000, #027.13-05-06.00-0000, and #027.13-05-37.00-0000. These tax parcels are currently zoned C1, Low Intensity Commercial District, and R3, Medium Density Multi -Family Residential District. The proposed rezoning would revise the entire property to the C1 zoning district to allow for the proposed use. There is currently an existing residence with a driveway and accessory structures located on the property. The remainder of the site is undeveloped. The driveway is a right -in, right -out access onto Peters Creek Road, which will be removed with the proposed development. A new entrance is proposed on Peters Creek Road at the existing median cut at Alpine Drive. This new intersection is proposed as a thru-cut design, which will prohibit through movements from the site entrance and Alpine Road to reduce the number of phases for the intersection and maximize green time for Peters Creek Road traffic. As discussed with VDOT at the pre-scoping meeting, the following intersections will be analyzed to determine how levels of service and queue lengths are impacted by this development: • Peters Creek Road and Airport Road and Archcrest Drive (Signalized) • Peters Creek Road and Alpine Drive and Site Entrance (Proposed Signal) • Peters Creek Road and Barrens Road and South Barrens Road (Signalized) Peters Creek Road, Route 117, is a four -lane, divided roadway that provides access between Brandon Avenue and Williamson Road in Roanoke City and Roanoke County. This road is classified as a minor arterial and the posted speed is 45 mph in front of the site. Three scenarios will be considered: Existing Condition, Background Condition, and Buildout Condition to determine the effects of the proposed development on the levels of service at the study intersections. The proposed development is anticipated to be constructed by the year 2026, which will be the Background and Buildout year for this study. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 1 PRI BAIZER Pt ASSOCIATES Level of service (LOS) for signalized intersections is evaluated based on control delay per vehicle and the driver's perception of those conditions. Control delay is the portion of the total delay attributed to the control at the intersection. Table 1 depicts the LOS scale with corresponding control delay per vehicle, with LOS "A" representing the best operating conditions and LOS "F" representing the worst. Level of Service Criteria for Signalized Intersections (HCM) Level Of Service Avg. Control Delay (Sec. /Veh ) A <10 B > 10-20 C > 20-35 D > 35 — 55 E > 55-80 F > 80 Table 1: LOS Criteria for Signalized Intersections (HCM) Level of Service Criteria for Unsignalized Intersections (HCM) Level Of Service Avg. Control Delay (Sec./Veh) A <10 B > 10-15 C > 15-25 D > 25-35 E > 35 — 50 F > 50 Table 2: LOS Criteria for Unsignalized Intersections (HCM) The Synchro 11 and SimTraffic 11 software was used for all modeling and analysis. This study was undertaken by Balzer and Associates, Inc. to: • determine the total number of vehicle trips generated by the potential development to be added to the adjacent street network; • determine the impacts to level of service and queue lengths at the existing intersections as a result of the proposed development; • and to determine what roadway and intersection improvements are warranted as a result of the proposed development; Traffic Study Roanoke County CTE Facility - Roanoke County, VA July 18, 2023 2 PRI BAIZER Pt ASSOCIATES 2. 2023 Existing Conditions The site currently consists of a vacant residence and other various improvements, and the site does not currently generate any traffic. The existing improvements will be removed as part of the proposed development. The existing driveway access to Peters Creek Road opposite Alpine Road will be removed as part of the site development. Available VDOT traffic count data is summarized below. 2021 VDOT Traffic Count Data: Peters Creek Road, Rte. 117 AADT = 19,000 vpd Directional Factor = 0.5601 K Factor = 0.0932 Airport Road, Rte. 118 AADT = 11,000 vpd Directional Factor = 0.5053 K Factor = 0.0936 Alpine Drive, Rte. 1880 AADT = 220 vpd Directional Factor = 0.65 (assumed) K Factor = 0.1 (assumed) Barrens Road, Rte. 1832 (south of Peters Creek Road) AADT = 2,600 vpd Directional Factor = 0.65 (assumed) K Factor = 0.1 (assumed) Barrens Road, Rte. 1832 (north of Peters Creek Road) AADT = 3,500 vpd Directional Factor = 0.6061 K Factor = 0.1063 In addition to the VDOT published traffic count data, manual traffic counts were performed at the study intersections. The counts were performed on Thursday, April 13, 2023 from 7:00 AM — 7:00 PM. Based on this information, the AM peak hour for the corridor was determined to be 7:30 — 8:30 AM and the PM peak hour was determined to be 5:00 — 6:00 PM. It should be noted that the PM peak hour for the intersection of Peters Creek Road and Barrens Road was 4:45 — 5:45 PM based on the counts and these volumes were utilized for the study to fully model the busiest time of day for this intersection. This makes the analysis more conservative than utilizing the 5:00 — 6:00 PM volumes for this particular intersection. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 3 1.41 BAIZER Pt ASSOCIATES Based on the data obtained, and in cooperation with VDOT, it was determined that it would not be necessary to define and analyze a mid -day peak hour. All turning and through movements were counted to facilitate analysis of the intersections. The manual traffic count data is provided in Appendix B. Figure 1 graphically depicts the existing peak hour traffic volumes and Figure 2 shows the heavy vehicle percentages obtained from the counts. Existing signal phasing and timing information was provided by VDOT for the existing traffic signals on Peters Creek Road. All existing information was used to create a model of the study intersections in the Synchro 11 and SimTraffic 11 software to analyze the network. The Synchro 11 and SimTraffic 11 software was used to analyze delays, level of service, and queue lengths for existing weekday AM and PM peak hours. The existing conditions levels of service, delays, and queue lengths are shown in Table 3. The Synchro 11 and SimTraffic 11 results are included in Appendix F. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 4 1.41 alp BAIZER Pt ASSOCIATES FIGURE 1: 2023 EXISTING TURNING MOVEMENTS 0 z W CD W J AM/PM Peak Hour Traffic h.h. cool dd is is 2 2 ad <0 0 0 CO csi NNNLi L 6Z/49 — l/9l r 2£/22 011011 SN321211,9 ti£ l/66 J l/SZ — L6/0£l7 N OD CO ,CO M r) I\, J IO NL J 011011 3NId1V F-7 M LO Cr) OD N CO N co 0)0) O 0 d 0_ L 84z/ztil 4z/£ r 98z/09Z 1— N 3AI214 IS3213H311V oz/s £z/£l a/l£ J 1 k W W re V co oc W 1— W 0. 011011 121Od21Id FIGURE 2: 2023 HEAVY VEHICLE PERCENTAGES 0 z W W J g 0 ��� o o " o LA __I1 L L :o/%o — %o/oo r %o/n avO21 SN3211I1/9 %o/%o t ago/zo — zo/zo -I SE R 00 00 J 0Li 1 -1 1 r- s 0 0 ,- 0 —1 1 ke St �kR � 0.-o 0 �— %o/%o — zo/zo r xo/go W 1- avO21 3NId1tl n/xoJ ago/4o —I 0 St St St 0 ae se se _I1 L71 3ARla 153213H3 IVz0/zo J L %oAo — v 60/%0 -I , W W � VG m W a 1- W a x x x 7 1 7 avO21 121Od21Itl o bt o St St St 000 Q 3. 2026 Future Conditions Without Development It is anticipated that the proposed development will be constructed and in use by 2026, which will be utilized as the analysis year for the Background and Buildout conditions. To analyze the future conditions and obtain the projected background traffic volumes, an annual growth factor was applied to the existing traffic volumes. Based on historical VDOT traffic data, this section of Peters Creek Road has not shown any measurable growth in the last several years and has shown a decrease from 2010 traffic data. However, in order to provide a conservative analysis, a 1% growth factor was applied to the existing traffic counts to project traffic from the current year 2023 to the analysis year 2026. Figure 3 graphically depicts the projected background traffic in the year 2026 with the growth rate applied. Peak hour factors were revised to 0.92 where appropriate, in accordance with the procedures outlined in the TOSAM. The Synchro 11 and SimTraffic 11 software was used to analyze delays, level of service, and queue lengths for Background weekday AM and PM peak hours. The Background condition levels of service, delays, and queue lengths are shown in the LOS and queuing summary tables. The Synchro 11 and SimTraffic 11 results are included in Appendix F. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 7 1.41 alp BAIZER Pt ASSOCIATES FIGURE 3: 2026 PROJECTED TURNING MOVEMENTS o z LiJ LiJ J co c.74 * co N �n\ N NJ S)L L 0£/99 ^ l/9l r 6£/l6 avow SN32RItl9 9£L/ZOlJ l/9Z — 00l/4C17 N 5 NCC0 N0)N J1LI 7 t 7 26/4-D 5/3 '] ,n m ID97/96 J 90/125 J 687/994 — 492/837 - OD O n N 73/44 7 c'li a N E- W H N avow 3NId1V volt 49/9117 re, N v\ 0 1 L o 3ARla 1S3213H3111/ Lz/g J sa/sL — 0 9Z/Z£ —I H 7 = W W 0- Ce V M W a 1- W a x x 7 1 7 avow 121Od21Itl oCO r N G Q 4. Trip Generation Trip generation for new sites is generally completed utilizing the policies and procedures found in the Institute of Transportation Engineers (ITE) Trip Generation Manual. However, the proposed Career and Technical Education facility is not accurately represented by any of the uses in the ITE Manual. It functions differently from a typical school with students coming and going throughout the day. This facility is being built as a replacement to the existing Burton Center for Arts and Technology. Therefore, 12-hour counts were performed at the existing facility on Thursday, April 13, 2023 to determine typical daily traffic flow in and out of this facility. This information is included in Appendix C. It should be noted that traffic counts were performed on a `13-day' which represents a higher volume of students at the school than on `A -days'. There is a morning block of classes from 7:30 — 10:50 AM and an afternoon block of classes from 12:25 — 2:55 PM and this is consistent with the information obtained in the traffic counts. The data that was gathered was analyzed and discussed with Roanoke County Schools personnel to determine whether any adjustments are warranted to project traffic for the new facility. It is anticipated that the new facility could see approximately a 10% increase in students over the current enrollment at the existing Burton facility. There are no changes anticipated to the daily schedule in the foreseeable future. Therefore, the volumes that were generated during the counts were increased by 10% and utilized as the anticipated traffic volumes to be generated by the site. The existing traffic count information is summarized and adjusted site - generated traffic calculations are included in Appendix D. The peak hours along Peters Creek Road were determined to be 7:30 — 8:30 AM and 5:00 — 6:00 PM. Based on the current schedule, it is anticipated that the peak hours for the CTE facility will not overlap with the peak hours for the adjacent street network. However, there were observed some peak times for the school that are relatively close to the peak hours on Peters Creek Road. The peak hours for the school that most closely correlate with the peak hours on the street network are 7:00 — 8:00 AM and 5:30 — 6:30 PM. Due to the possibility of the school schedule being modified in the future and to provide a conservative analysis, these times were utilized as the peak hour traffic for the development. The anticipated peak hour and weekday site -generated traffic is summarized in Table 3 below. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 alp BAIZER Pt ASSOCIATES Trip Generation Land Use AM Peak Hour PM Peak Hour Weekday Proposed Development ITE Code Independent Variable Enter Exit Total Enter Exit Total Total CTE Facility N/A N/A 183 91 274 45 12 57 900 Table 3: Projected Site -Generated Traffic The projected site -generated traffic was then allocated based on entering and exiting movements at the proposed entrance. Projected traffic volumes were then distributed throughout the study network for further analysis as described in the next section. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 10 PRI alp BAIZER Pt ASSOCIATES 5. Site Traffic Distribution and Assignment The distribution of potential site -generated traffic was completed by observing the directional splits from the traffic data and by applying engineering judgement based on knowledge of the proposed use, as well as the surrounding area and traffic patterns. The directional percentages were then applied to the site -generated traffic to determine the projected turning movements at each intersection. All site -generated traffic is anticipated to utilize the proposed entrance at the intersection of Peters Creek Road and Alpine Road. This intersection is proposed as a `thru-cut' design. This design limits signal phases by restricting through movements on the minor street approaches, therefore allowing more green time to be allocated to Peters Creek Road and enhancing traffic flow along this major movement. This design is consistent with current VDOT practices along major corridors. The connection to Burlington Road is anticipated to be gated and utilized only for emergency access. Therefore, this entrance was disregarded when applying site -generated traffic to the surrounding road network. For the purposes of this analysis, it was assumed that 65% of vehicles will access the site from the west, making a right turn into the site and a left turn out of the site. The other 35% of vehicles will access the site from the east, making a left turn into the site and a right turn out of the site. These trips were then allocated to the nearby intersections utilizing engineering judgement. Projected vehicle trips were distributed at each intersection based on existing traffic patterns and engineering judgement. Traffic assignment for the site -generated traffic is shown graphically in Figure 4. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 11 1.41 alp BAIZER Pt ASSOCIATES FIGURE 4: SITE -GENERATED TRAFFIC o z W CD W M 1 ro/L avO21 SN3211I1/9 z/oL7 tD L 7 1 r— 0, N �— 44/as r 9/6s W 1- N avow 3NId1V - i 1 �- r— N 0, L4/Sl , v o = o_ m a x x 3AI Ia 153213H311tl vz_1 W W Ce VG W W a 1 c N g Q avO21 121Od21IV 6. Analysis of Future Conditions With Development The buildout traffic was calculated by adding the 2026 Background traffic (Figure 3) to the site -generated traffic (Figure 4). The buildout traffic for each of the study intersections is shown in Figure 5. The intersections were then modeled and evaluated using the Synchro 11 and SimTraffic 11 software. Peak hour factors were revised to 0.92 where appropriate, in accordance with the procedures outlined in the TOSAM. The proposed thru-cut signalized intersection at the site entrance was included in this analysis as a fully -actuated signal. Full right and left turn lanes are proposed at this intersection and were included in the model. Protected -permissive left turn movements were utilized for the Peters Creek Road approaches. Signal cycle length and The Synchro 11 and SimTraffic 11 output is included in Appendix F. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 13 1.41 alp BAIZER Pt ASSOCIATES FIGURE 5: 2026 BUILDOUT TURNING MOVEMENTS o z LiJ LiJ J 70\ 0f M \O\ _ NaoS LA—l/9l __I1 L L O£/99 r ss/zs SN3211I1/9 9£1/ZO1J l/9Z— ZO l/44l N 6 0) — W 0 \\\ N 00f t(0 N __� 1 L� -1 1 r- 'Naa \� N moron L 4/Zi r 9/6s W H avow 3NId1V s/olJ 44/sll 7 N n \ O wrnroH J 1 L 1 r' ��\ 0) \ CDr\0, N CI N. O t0 L OLl/s9l —9Z/2 r s6Z/94Z U 3ARla 1S3213H311tl ZZ/L -17 v 9z/zs —I uu 0 = W o W Ce 0- V M W a 1- W a x x 1 r' avow 1210d211tl N.(0 N. N G Q 7. Intersection Analysis Each intersection was analyzed under 2023 Existing Conditions, 2026 Background Conditions, and 2026 Buildout Conditions to identify impacts of the proposed development on the existing corridor. The results of the analysis are summarized below for each of the study intersections in the network. The detailed Synchro 11 and SimTraffic 11 reports are included in Appendix F. Peters Creek Road and Barrens Road CONDITION LANE GROUP STORAGE AM PEAK HOUR PM PEAK HOUR LANE LOS (delay) Max. Queue Overall LOS (delay) LANE LOS (delay) Max. Queue Overall LOS (delay) EBL 170 D (45.5) 166 D (44.4) 180 EBT -- C (23.5) 213 C (20.3) 313 EBR 440 C (20.1) 40 B (15.5) 35 WBL 250 D (49.4) 188 D (48.4) 160 Existing 2023 WBT -- C (30.2) 334 C C (26.2) 334 C Condition WBR 350 C (22.4) 73 (31.9) B (19.9) 69 (27.1) NBL 100 D (45.2) 97 D (47.9) 72 NBTR 100 D (41.8) 139 D (45.1) 44 SBLT 220 D (44.3) 162 D (43.8) 163 SBR 220 D (39.2) 86 D (38.4) 80 EBL 170 D (44.5) 172 D (46.8) 180 EBT -- C (23.5) 231 C (20.1) 300 EBR 440 C (20.1) 43 B (15.2) 34 WBL 250 D (48.1) 166 D (50.5) 154 Background WBT -- C (30.0) 342 C C (26.0) 330 C 2026 WBR 350 C (22.4) 54 (31.5) B (19.7) 63 (27.4) Condition NBL 100 D (44.1) 98 D (50.0) 83 NBTR 100 D (40.8) 123 D (46.9) 56 SBLT 220 D (43.0) 176 D (46.4) 163 SBR 220 D (38.4) 97 D (40.1) 89 EBL 170 D (47.1) 167 D (48.2) 178 EBT -- C (22.7) 232 B (19.9) 298 EBR 440 B (19.3) 46 B (15.1) 27 WBL 250 D (51.0) 161 D (51.2) 118 Buildout WBT -- C (29.5) 318 C C (25.9) 340 C 2026 WBR 350 C (21.7) 43 (31.8) B (19.5) 70 (27.4) Condition NBL 100 D (46.9) 98 D (50.7) 73 NBTR 100 D (43.2) 139 D (47.6) 50 SBLT 220 D (46.3) 160 D (47.6) 173 SBR 220 D (40.9) 107 D (40.9) 84 Table 2: Peters Creek Road & Barrens Road LOS & Queuing Summary Traffic Study Roanoke County CTE Facility - Roanoke County, VA July 18, 2023 15 and very intersection. Under Buildout conditions, this intersection functions as an overall LOS C in both the AM PM peak hours, which is the same as the level of service in the Existing condition. There is little difference in delays and no improvements are warranted or recommended at this The detailed Synchro 11 and SimTraffic 11 reports are included in Appendix F. Peters Creek Road and Alpine Road and Site Entrance AM PEAK HOUR PM PEAK HOUR CONDITION LANE STORAGE LANE LOS Max. Overall LANE LOS Max. Overall GROUP LOS LOS (delay) Queue (delay) Queue (delay) (delay) Existing 2023 EBL 150 B (14.9) 107 B (11.8) 105 Condition SBLR -- C (23.4) 122 C (20.0) 72 Background EBL 150 C (15.6) 115 B (12.1) 116 2026 Condition SBLR -- D (25.0) 126 C (21.0) 76 EBL 160 A (9.2) 154 A (6.6) 120 EBT -- B (12.2) 203 A (9.0) 179 EBR 200 A (3.2) 78 A (2.4) 9 WBL 200 A (7.5) 150 A (5.7) 54 Buildout 2026 B WBTR -- B (16.3) 282 B (11.2) 229 A (9.9) Condition (13.7) NBL 100 C (30.8) 97 C (31.1) 31 NBR 100 B (10.8) -- A (7.5) -- SBL -- C (28.9) 39 C (30.9) 34 SBR 50 A (9.9) -- A (6.4) -- Table 3: Peters Creek Road & Alpine Road & Site Entrance LOS & Queuing Summary The proposed thru-cut signalized intersection will function at a LOS B in the AM peak hour and LOS A in the PM peak hour. The proposed signal will increase safety for this school entrance, while still maintaining a very high level -of -service and minimizing delays for the Peters Creek Road corridor. The detailed Synchro 11 and SimTraffic 11 reports are included in Appendix F. Traffic Study 16 ,I Roanoke County CTE Facility - Roanoke County, VA Oa July 18, 2023 BARER St ASSOCIATE Peters Creek Road and Airport Road CONDITION LANE GROUP STORAGE AM PEAK HOUR PM PEAK HOUR LANE LOS (delay) Max. Queue Overall LOS (delay) LANE LOS (delay) Max. Queue Overall LOS (delay) EBL 150 C (30.6) 30 C (31.6) 52 EBTR -- D (48.3) 87 D (50.9) 108 WBL -- D (39.4) 276 D (40.3) 398 WBTR 250 C (33.2) 182 D (36.1) 246 Existing NBL 200 B (16.5) 35 C B (17.5) 268 C 2023 NBT -- C (29.9) 333 (26.4) C (33.9) 407 (29.5) Condition NBR 180 B (13.2) 180 B (14.1) 180 SBL 280 C (20.1) 208 C (22.7) 298 SBT -- C (22.9) 297 C (26.4) 342 SBR 280 B (14.8) 19 B (16.8) 165 EBL 150 C (30.9) 25 C (32.8) 56 EBTR -- D (49.1) 66 D (52.9) 106 WBL -- D (40.0) 284 D (42.2) 362 WBTR 250 C (33.5) 198 D (37.4) 250 Background NBL 200 B (16.6) 62 C B (17.7) 229 C 2026 NBT -- C (30.4) 340 (26.8) D (35.0) 434 (30.3) Condition NBR 180 B (13.3) 180 B (14.4) 180 SBL 280 C (20.5) 238 C (23.5) 295 SBT -- C (23.2) 310 C (26.6) 372 SBR 280 B (14.9) 50 B (16.7) 64 EBL 150 C (33.7) 27 C (33.6) 53 EBTR -- D (53.0) 79 D (53.8) 103 WBL -- D (43.7) 299 D (43.2) 383 WBTR 250 D (36.6) 225 D (38.1) 250 Buildout NBL 200 B (16.5) 32 C B (17.6) 276 C 2026 NBT -- C (32.6) 365 (28.0) D (35.7) 450 (30.7) Condition NBR 180 B (13.5) 180 B (14.6) 180 SBL 280 C (21.4) 187 C (23.7) 285 SBT -- C (22.5) 276 C (26.4) 338 SBR 280 B (14.4) 26 B (16.6) 115 Table 4: Peters Creek Road & Airport Road LOS & Queuing Summary Under Buildout conditions, this intersection functions as an overall LOS C in both the AM and PM peak hours, which is the same as the level of service in the Existing condition. There are minor increases in delay when factoring in background growth and the proposed development. No improvements are warranted or recommended at this intersection. The detailed Synchro 11 and SimTraffic 11 reports are included in Appendix F. Traffic Study 17 Roanoke County CTE Facility - Roanoke County, VA July 18, 2023 14, BARER IY ASSUGfATCS 8. Conclusions Based on the data collected, the assumptions made, and the potential site generated traffic, the recommendations for the roadway network are summarized below: • It is recommended that the new four -leg intersection created by the entrance across from Alpine Drive be signalized to improve safety in this location and to help with peak volumes in and out of the proposed school. The proposed signal is desired by Roanoke County to increase safety at this school entrance location and will also enhance traffic flow into and out of the site. This signal is recommended to be a reduced phase, thru-cut design to allow for left and right turning movements to and from the site and Alpine Road, while maximizing the efficiency of the corridor and minimizing delay for traffic on Peters Creek Road. • The proposed signalized intersection results in minimal delay for the Peters Creek Road corridor. • New full-length right and left turn lanes should be installed along Peters Creek Road to facilitate movements into and out of the site. These turn lanes should be 200' long with 200' tapers due to the 45 mph speed limit along Peters Creek Road. Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 18 1.41 alp BAIZER Pt ASSOCIATES Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 19 Appendix A Vicinity Map 111 BARER & ASSOCIATES Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 20 SID BALZER & ASSOCIATES Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 Appendix B Concept Plan BARER & ASSOCIATES 21 SI1, poop - ffsIdtgEft:NissY. EAST OR 50 FT 0705 0.11WISIVESOWasattil. BROOK ST 50 FT 1,05, ZEE rossisrseravo al .....011.174.4 sissisorteasissistss eassososaxasfa. WAVAI 10 • .1 .01 .0 • ono* -- _ - 22 BALZER VII5M1 BURTON CENTER FOR ARTS AND TECHNOLOGY CONCEPTUAL MASTERPLAN =., EX -A Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 Appendix C Existing Traffic Data BARER & ASSOCIATES 23 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- (lpitl(I TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 0 133 23 0 156 23 85 0 0 108 21 0 33 0 54 6 0 0 0 6 324 7:15 - 7:30 0 150 40 0 190 22 110 2 0 134 34 0 44 0 78 8 2 0 0 10 412 7:30 - 7:45 2 228 40 0 270 62 159 0 0 221 42 1 61 0 104 8 6 1 0 15 610 7:45 - 8:00 1 227 50 0 278 63 189 2 0 254 31 1 68 0 100 6 1 3 0 10 642 8:00 - 8:15 1 186 32 0 219 58 162 1 0 221 37 0 69 0 106 9 2 1 0 12 558 8:15 - 8:30 4 167 48 0 219 71 145 3 0 219 26 1 42 0 69 7 4 0 0 11 518 8:30 - 8:45 1 217 42 0 260 52 128 1 0 181 36 0 33 0 69 7 1 2 0 10 520 8:45 - 9:00 1 165 56 0 222 37 114 4 1 156 32 2 37 0 71 2 0 3 0 5 454 9:00 - 9:15 2 147 45 0 194 48 127 4 0 179 43 0 23 0 66 3 2 1 0 6 445 9:15 - 9:30 2 137 43 1 183 37 110 4 0 151 31 3 29 0 63 3 2 3 0 8 405 9:30 - 9:45 3 116 45 0 164 36 121 4 0 161 33 2 36 0 71 3 6 2 0 11 407 9:45-10:00 7 120 54 0 181 53 104 6 0 163 46 4 39 0 89 3 4 1 0 8 441 10:00-10:15 2 95 37 1 135 50 116 7 0 173 28 1 20 0 49 5 5 2 0 12 369 10:15-10:30 6 101 45 1 153 37 115 5 0 157 47 4 51 0 102 8 5 1 0 14 426 10:30-10:45 4 109 58 0 171 46 111 5 1 163 45 5 38 0 88 8 3 3 0 14 436 10:45-11:00 9 115 48 1 173 39 115 3 0 157 47 2 36 0 85 6 3 1 0 10 425 11:00-11:15 7 114 45 1 167 49 98 3 0 150 47 0 32 0 79 8 2 3 0 13 409 11:15-11:30 7 120 45 0 172 44 109 8 0 161 40 5 47 0 92 13 11 4 0 28 453 11:30-11:45 5 111 42 0 158 55 131 8 1 195 49 4 30 0 83 7 8 5 0 20 456 11:45-12:00 7 102 57 1 167 68 87 7 0 162 44 8 39 0 91 6 3 6 0 15 435 12:00-12:15 8 116 46 1 171 67 149 7 0 223 62 4 41 0 107 6 2 4 0 12 513 12:15-12:30 5 132 65 1 203 68 121 9 1 199 65 3 41 0 109 9 3 4 0 16 527 12:30-12:45 5 115 48 0 168 55 121 7 0 183 66 5 55 0 126 7 3 5 0 15 492 12:45-1:00 4 133 54 1 192 49 120 7 1 177 67 6 54 0 127 12 10 7 0 29 525 1:00 - 1:15 1 119 39 0 159 36 126 0 0 162 46 6 50 0 102 4 6 4 0 14 437 1:15 - 1:30 4 119 57 0 180 53 125 4 0 182 57 4 53 0 114 5 2 4 0 11 487 1:30 - 1:45 4 129 40 2 175 35 116 3 0 154 51 8 41 0 100 8 8 2 0 18 447 1:45 - 2:00 1 130 55 0 186 47 156 9 1 213 46 2 40 0 88 6 5 4 0 15 502 2:00 - 2:15 3 131 50 0 184 64 138 7 0 209 59 2 50 0 111 3 5 4 0 12 516 2:15 - 2:30 4 135 57 0 196 45 144 10 0 199 66 11 60 0 137 7 6 4 0 17 549 2:30 - 2:45 3 153 60 0 216 41 127 12 0 180 48 3 52 0 103 7 1 10 0 18 517 2:45 - 3:00 6 160 64 0 230 61 108 6 1 176 52 4 54 0 110 10 8 5 0 23 539 3:00 - 3:15 8 156 33 1 198 59 121 6 0 186 51 7 66 0 124 10 3 3 0 16 524 3:15 - 3:30 10 150 31 3 194 51 151 11 0 213 64 5 51 0 120 4 7 6 0 17 544 3:30 - 3:45 4 171 52 2 229 76 201 13 0 290 55 1 62 0 118 9 2 3 0 14 651 3:45 - 4:00 6 146 52 1 205 57 164 13 0 234 56 6 48 0 110 11 5 3 0 19 568 4:00 - 4:15 2 174 47 0 223 62 149 6 0 217 56 2 72 0 130 6 5 6 0 17 587 4:15 - 4:30 6 171 50 0 227 66 153 6 0 225 54 7 75 0 136 7 3 1 0 11 599 4:30 - 4:45 8 185 52 0 245 61 188 12 1 262 58 3 66 0 127 8 3 6 0 17 651 4:45 - 5:00 3 168 49 1 221 64 170 11 0 245 69 3 52 0 124 7 3 4 0 14 604 5:00 - 5:15 3 189 67 2 261 78 198 11 0 287 73 7 79 0 159 4 4 4 0 12 719 5:15 - 5:30 4 211 56 1 272 83 197 12 0 292 64 5 76 0 145 5 5 3 0 13 722 5:30 - 5:45 7 207 49 0 263 57 195 10 0 262 68 9 69 0 146 8 7 7 0 22 693 5:45 - 6:00 6 211 51 0 268 73 178 11 0 262 52 4 59 0 115 10 7 6 0 23 668 6:00 - 6:15 1 156 45 2 204 74 145 8 0 227 46 4 61 0 111 6 7 2 0 15 557 6:15 - 6:30 2 138 42 0 182 54 135 5 0 194 61 2 45 0 108 2 5 3 0 10 494 6:30 - 6:45 4 121 33 1 159 52 118 10 0 180 46 1 44 0 91 13 7 3 0 23 453 6:45 - 7:00 4 94 37 0 135 53 123 5 0 181 51 5 40 0 96 6 2 5 0 13 425 12 Hr Totals 197 7080 2276 25 9578 2591 6573 308 8 9480 2368 172 2363 0 4903 326 204 164 0 694 24655 24 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: SunnyNVarm Entered by: SN NIIF Thursday r :7jf�j Star Rating: 4 �r TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT 1HRU LEFT U-1N TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road 1HRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive 1HRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 3 738 153 0 894 170 543 4 0 717 128 2 206 0 336 28 9 4 0 41 1988 7:15-8:15 4 791 162 0 957 205 620 5 0 830 144 2 242 0 388 31 11 5 0 47 2222 7:30 - 8:30 8 808 170 0 986 254 655 6 0 915 136 3 240 0 379 30 13 5 0 48 2328 7:45-8:45 7 797 172 0 976 244 624 7 0 875 130 2 212 0 344 29 8 6 0 43 2238 8:00-9:00 7 735 178 0 920 218 549 9 1 777 131 3 181 0 315 25 7 6 0 38 2050 8:15-9:15 8 696 191 0 895 208 514 12 1 735 137 3 135 0 275 19 7 6 0 32 1937 8:30-9:30 6 666 186 1 859 174 479 13 1 667 142 5 122 0 269 15 5 9 0 29 1824 8:45-9:45 8 565 189 1 763 158 472 16 1 647 139 7 125 0 271 11 10 9 0 30 1711 9:00-10:00 14 520 187 1 722 174 462 18 0 654 153 9 127 0 289 12 14 7 0 33 1698 9:15-10:15 14 468 179 2 663 176 451 21 0 648 138 10 124 0 272 14 17 8 0 39 1622 9:30-10:30 18 432 181 2 633 176 456 22 0 654 154 11 146 0 311 19 20 6 0 45 1643 9:45-10:45 19 425 194 2 640 186 446 23 1 656 166 14 148 0 328 24 17 7 0 48 1672 10:00-11:00 21 420 188 3 632 172 457 20 1 650 167 12 145 0 324 27 16 7 0 50 1656 10:15-11:15 26 439 196 3 664 171 439 16 1 627 186 11 157 0 354 30 13 8 0 51 1696 10:30-11:30 27 458 196 2 683 178 433 19 1 631 179 12 153 0 344 35 19 11 0 65 1723 10:45-11:45 28 460 180 2 670 187 453 22 1 663 183 11 145 0 339 34 24 13 0 71 1743 11:00-12:00 26 447 189 2 664 216 425 26 1 668 180 17 148 0 345 34 24 18 0 76 1753 11:15-12:15 27 449 190 2 668 234 476 30 1 741 195 21 157 0 373 32 24 19 0 75 1857 11:30-12:30 25 461 210 3 699 258 488 31 2 779 220 19 151 0 390 28 16 19 0 63 1931 11:45-12:45 25 465 216 3 709 258 478 30 1 767 237 20 176 0 433 28 11 19 0 58 1967 12:00-1:00 22 496 213 3 734 239 511 30 2 782 260 18 191 0 469 34 18 20 0 72 2057 12:15-1:15 15 499 206 2 722 208 488 23 2 721 244 20 200 0 464 32 22 20 0 74 1981 12:30-1:30 14 486 198 1 699 193 492 18 1 704 236 21 212 0 469 28 21 20 0 69 1941 12:45-1:45 13 500 190 3 706 173 487 14 1 675 221 24 198 0 443 29 26 17 0 72 1896 1:00-2:00 10 497 191 2 700 171 523 16 1 711 200 20 184 0 404 23 21 14 0 58 1873 1:15-2:15 12 509 202 2 725 199 535 23 1 758 213 16 184 0 413 22 20 14 0 56 1952 1:30-2:30 12 525 202 2 741 191 554 29 1 775 222 23 191 0 436 24 24 14 0 62 2014 1:45-2:45 11 549 222 0 782 197 565 38 1 801 219 18 202 0 439 23 17 22 0 62 2084 2:00-3:00 16 579 231 0 826 211 517 35 1 764 225 20 216 0 461 27 20 23 0 70 2121 2:15-3:15 21 604 214 1 840 206 500 34 1 741 217 25 232 0 474 34 18 22 0 74 2129 2:30-3:30 27 619 188 4 838 212 507 35 1 755 215 19 223 0 457 31 19 24 0 74 2124 2:45 - 3:45 28 637 180 6 851 247 581 36 1 865 222 17 233 0 472 33 20 17 0 70 2258 3:00-4:00 28 623 168 7 826 243 637 43 0 923 226 19 227 0 472 34 17 15 0 66 2287 3:15-4:15 22 641 182 6 851 246 665 43 0 954 231 14 233 0 478 30 19 18 0 67 2350 3:30-4:30 18 662 201 3 884 261 667 38 0 966 221 16 257 0 494 33 15 13 0 61 2405 3:45-4:45 22 676 201 1 900 246 654 37 1 938 224 18 261 0 503 32 16 16 0 64 2405 4:00-5:00 19 698 198 1 916 253 660 35 1 949 237 15 265 0 517 28 14 17 0 59 2441 4:15-5:15 20 713 218 3 954 269 709 40 1 1019 254 20 272 0 546 26 13 15 0 54 2573 4:30-5:30 18 753 224 4 999 286 753 46 1 1086 264 18 273 0 555 24 15 17 0 56 2696 4:45-5:45 17 775 221 4 1017 282 760 44 0 1086 274 24 276 0 574 24 19 18 0 61 2738 5:00-6:00 20 818 223 3 1064 291 768 44 0 1103 257 25 283 0 565 27 23 20 0 70 2802 5:15-6:15 18 785 201 3 1007 287 715 41 0 1043 230 22 265 0 517 29 26 18 0 73 2640 5:30-6:30 16 712 187 2 917 258 653 34 0 945 227 19 234 0 480 26 26 18 0 70 2412 5:45-6:45 13 626 171 3 813 253 576 34 0 863 205 11 209 0 425 31 26 14 0 71 2172 6:00-7:00 11 509 157 3 680 233 521 28 0 782 204 12 190 0 406 27 21 13 0 61 1929 PEAK HOUR 7:30-8:30 8 808 170 0 986 254 655 6 0 915 136 3 240 0 379 30 13 5 0 48 2328 5:00-6:00 20 818 223 3 1064 291 768 44 0 1103 257 25 283 0 565 27 23 20 0 70 2802 25 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- (lpitl(I TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 3 2 0 5 1 4 1 0 6 1 0 1 0 2 1 0 0 0 1 14 7:15-7:30 0 5 0 0 5 0 4 0 0 4 4 0 1 0 5 0 0 0 0 0 14 7:30-7:45 0 5 0 0 5 0 4 0 0 4 3 0 0 0 3 0 0 0 0 0 12 7:45 - 8:00 0 12 1 0 13 0 3 0 0 3 1 0 5 0 6 1 0 0 0 1 23 8:00-8:15 0 8 1 0 9 1 9 0 0 10 1 0 2 0 3 0 0 0 0 0 22 8:15-8:30 0 5 1 0 6 4 5 0 0 9 1 0 2 0 3 0 0 0 0 0 18 8:30-8:45 0 2 1 0 3 2 8 0 0 10 1 0 3 0 4 0 0 0 0 0 17 8:45-9:00 0 0 2 0 2 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 7 9:00-9:15 0 2 1 0 3 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 6 9:15-9:30 0 5 1 0 6 0 17 0 0 17 1 0 0 0 1 0 0 0 0 0 24 9:30-9:45 0 5 0 0 5 3 5 0 0 8 0 1 0 0 1 0 0 0 0 0 14 9:45 - 10:00 0 3 0 0 3 0 4 0 0 4 0 0 1 0 1 0 0 0 0 0 8 10:00-10:15 0 3 0 0 3 0 5 0 0 5 1 0 0 0 1 1 0 0 0 1 10 10:15-10:30 0 4 0 0 4 2 6 0 0 8 1 0 4 0 5 0 0 0 0 0 17 10:30-10:45 0 7 1 0 8 1 5 0 0 6 1 0 0 0 1 0 0 0 0 0 15 10:45 - 11:00 0 6 2 0 8 1 9 0 0 10 2 0 3 0 5 0 0 0 0 0 23 11:00-11:15 0 4 0 0 4 2 2 0 0 4 1 0 2 0 3 0 0 0 0 0 11 11:15-11:30 0 2 1 0 3 1 3 0 0 4 1 0 2 0 3 0 0 0 0 0 10 11:30-11:45 0 6 2 0 8 2 1 0 0 3 0 1 0 0 1 0 0 0 0 0 12 11:45-12:00 0 1 0 0 1 1 3 0 0 4 0 0 2 0 2 0 0 0 0 0 7 12:00-12:15 0 4 1 0 5 3 0 1 0 4 1 0 0 0 1 0 0 0 0 0 10 12:15-12:30 0 6 0 0 6 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 7 12:30-12:45 0 3 0 0 3 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 5 12:45 - 1:00 0 5 0 0 5 1 5 0 0 6 0 0 4 0 4 0 0 0 0 0 15 1:00-1:15 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 4 1:15-1:30 0 4 1 0 5 0 4 0 0 4 1 0 3 0 4 0 0 0 0 0 13 1:30 - 1:45 0 6 0 0 6 1 7 0 0 8 0 0 1 0 1 0 0 0 0 0 15 1:45-2:00 0 1 2 0 3 3 9 1 0 13 0 0 0 0 0 0 0 0 0 0 16 2:00-2:15 0 2 0 0 2 1 17 0 0 18 0 0 1 0 1 0 0 0 0 0 21 2:15-2:30 0 9 2 0 11 1 7 0 0 8 0 0 3 0 3 0 0 1 0 1 23 2:30-2:45 0 6 1 0 7 1 7 1 0 9 0 0 0 0 0 0 0 0 0 0 16 2:45 - 3:00 0 10 0 0 10 0 4 0 0 4 2 0 11 0 13 0 0 0 0 0 27 3:00-3:15 0 8 2 0 10 3 6 1 0 10 0 0 1 0 1 1 0 0 0 1 22 3:15-3:30 0 8 0 0 8 5 3 0 0 8 1 0 1 0 2 0 0 0 0 0 18 3:30 - 3:45 0 5 0 0 5 6 14 1 0 21 2 0 0 0 2 0 0 0 0 0 28 3:45-4:00 0 7 2 0 9 1 4 0 0 5 0 0 5 0 5 0 0 0 0 0 19 4:00-4:15 0 6 0 0 6 1 2 0 0 3 0 0 6 0 6 0 0 0 0 0 15 4:15-4:30 0 7 2 0 9 2 3 0 0 5 0 0 1 0 1 0 0 0 0 0 15 4:30-4:45 0 1 1 0 2 0 2 1 0 3 1 0 0 0 1 1 0 0 0 1 7 4:45-5:00 0 4 1 0 5 0 3 0 0 3 0 0 1 0 1 1 0 0 0 1 10 5:00-5:15 0 4 0 0 4 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 5 5:15-5:30 0 4 0 0 4 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 6 5:30-5:45 0 8 0 0 8 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 9 5:45-6:00 0 7 0 0 7 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 10 6:00-6:15 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 6:15-6:30 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 6:30-6:45 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6:45-7:00 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 12 Hr Totals 0 227 31 0 258 54 206 7 0 267 30 2 70 0 102 6 0 1 0 7 634 26 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- (lpitl(I TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 0 25 3 0 28 1 15 1 0 17 9 0 7 0 16 2 0 0 0 2 63 7:15 - 8:15 0 30 2 0 32 1 20 0 0 21 9 0 8 0 17 1 0 0 0 1 71 7:30 - 8:30 0 30 3 0 33 5 21 0 0 26 6 0 9 0 15 1 0 0 0 1 75 7:45 - 8:45 0 27 4 0 31 7 25 0 0 32 4 0 12 0 16 1 0 0 0 1 80 8:00 - 9:00 0 15 5 0 20 9 25 0 0 34 3 0 7 0 10 0 0 0 0 0 64 8:15-9:15 0 9 5 0 14 9 18 0 0 27 2 0 5 0 7 0 0 0 0 0 48 8:30 - 9:30 0 9 5 0 14 5 30 0 0 35 2 0 3 0 5 0 0 0 0 0 54 8:45 - 9:45 0 12 4 0 16 6 27 0 0 33 1 1 0 0 2 0 0 0 0 0 51 9:00 - 10:00 0 15 2 0 17 4 28 0 0 32 1 1 1 0 3 0 0 0 0 0 52 9:15 - 10:15 0 16 1 0 17 3 31 0 0 34 2 1 1 0 4 1 0 0 0 1 56 9:30 - 10:30 0 15 0 0 15 5 20 0 0 25 2 1 5 0 8 1 0 0 0 1 49 9:45 - 10:45 0 17 1 0 18 3 20 0 0 23 3 0 5 0 8 1 0 0 0 1 50 10:00 - 11:00 0 20 3 0 23 4 25 0 0 29 5 0 7 0 12 1 0 0 0 1 65 10:15 - 11:15 0 21 3 0 24 6 22 0 0 28 5 0 9 0 14 0 0 0 0 0 66 10:30 - 11:30 0 19 4 0 23 5 19 0 0 24 5 0 7 0 12 0 0 0 0 0 59 10:45 - 11:45 0 18 5 0 23 6 15 0 0 21 4 1 7 0 12 0 0 0 0 0 56 11:00 - 12:00 0 13 3 0 16 6 9 0 0 15 2 1 6 0 9 0 0 0 0 0 40 11:15-12:15 0 13 4 0 17 7 7 1 0 15 2 1 4 0 7 0 0 0 0 0 39 11:30 - 12:30 0 17 3 0 20 6 4 1 0 11 1 1 3 0 5 0 0 0 0 0 36 11:45 - 12:45 0 14 1 0 15 5 4 1 0 10 1 0 3 0 4 0 0 0 0 0 29 12:00 - 1:00 0 18 1 0 19 5 6 1 0 12 1 0 5 0 6 0 0 0 0 0 37 12:15-1:15 0 17 0 0 17 2 6 0 0 8 1 0 5 0 6 0 0 0 0 0 31 12:30 - 1:30 0 15 1 0 16 2 10 0 0 12 2 0 7 0 9 0 0 0 0 0 37 12:45 - 1:45 0 18 1 0 19 2 16 0 0 18 2 0 8 0 10 0 0 0 0 0 47 1:00 - 2:00 0 14 3 0 17 4 20 1 0 25 2 0 4 0 6 0 0 0 0 0 48 1:15 - 2:15 0 13 3 0 16 5 37 1 0 43 1 0 5 0 6 0 0 0 0 0 65 1:30 - 2:30 0 18 4 0 22 6 40 1 0 47 0 0 5 0 5 0 0 1 0 1 75 1:45 - 2:45 0 18 5 0 23 6 40 2 0 48 0 0 4 0 4 0 0 1 0 1 76 2:00 - 3:00 0 27 3 0 30 3 35 1 0 39 2 0 15 0 17 0 0 1 0 1 87 2:15 - 3:15 0 33 5 0 38 5 24 2 0 31 2 0 15 0 17 1 0 1 0 2 88 2:30 - 3:30 0 32 3 0 35 9 20 2 0 31 3 0 13 0 16 1 0 0 0 1 83 2:45 - 3:45 0 31 2 0 33 14 27 2 0 43 5 0 13 0 18 1 0 0 0 1 95 3:00 - 4:00 0 28 4 0 32 15 27 2 0 44 3 0 7 0 10 1 0 0 0 1 87 3:15 - 4:15 0 26 2 0 28 13 23 1 0 37 3 0 12 0 15 0 0 0 0 0 80 3:30 - 4:30 0 25 4 0 29 10 23 1 0 34 2 0 12 0 14 0 0 0 0 0 77 3:45 - 4:45 0 21 5 0 26 4 11 1 0 16 1 0 12 0 13 1 0 0 0 1 56 4:00 - 5:00 0 18 4 0 22 3 10 1 0 14 1 0 8 0 9 2 0 0 0 2 47 4:15-5:15 0 16 4 0 20 2 8 1 0 11 2 0 2 0 4 2 0 0 0 2 37 4:30 - 5:30 0 13 2 0 15 0 6 1 0 7 2 0 2 0 4 2 0 0 0 2 28 4:45 - 5:45 0 20 1 0 21 0 4 0 0 4 1 0 3 0 4 1 0 0 0 1 30 5:00 - 6:00 0 23 0 0 23 0 3 0 0 3 1 0 3 0 4 0 0 0 0 0 30 5:15-6:15 0 21 0 0 21 0 4 0 0 4 0 0 3 0 3 0 0 0 0 0 28 5:30 - 6:30 0 19 0 0 19 0 4 0 0 4 0 0 2 0 2 0 0 0 0 0 25 5:45 - 6:45 0 17 0 0 17 0 4 0 0 4 0 0 1 0 1 0 0 0 0 0 22 6:00-7:00 0 11 0 0 11 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 14 PEAK HOUR 7:30 - 8:30 0 30 3 0 33 5 21 0 0 26 6 0 9 0 15 1 0 0 0 1 75 5:00 - 6:00 0 23 0 0 23 0 3 0 0 3 1 0 3 0 4 0 0 0 0 0 30 27 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Peters Creek Road Date: April 13, 2023 and: Airport Road -Archcrest Drive Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- (lpitl(I TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:15-7:30 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:30-7:45 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:45-8:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00-8:15 0 2 1 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4 8:15-8:30 0 7 0 0 7 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 9 8:30-8:45 0 8 0 0 8 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 10 8:45-9:00 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 5 9:00-9:15 0 5 0 0 5 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 8 9:15-9:30 0 4 0 0 4 1 1 0 0 2 1 0 0 0 1 0 0 0 0 0 7 9:30-9:45 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 9:45 - 10:00 0 5 0 0 5 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 7 10:00-10:15 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 3 10:15-10:30 0 2 1 0 3 0 3 0 0 3 0 0 2 0 2 0 0 0 0 0 8 10:30-10:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:45-11:00 0 2 2 0 4 1 1 0 0 2 0 0 1 0 1 0 0 0 0 0 7 11:00-11:15 0 3 0 0 3 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 7 11:15-11:30 0 1 0 0 1 0 1 0 0 1 1 0 1 0 2 0 0 0 0 0 4 11:30-11:45 0 1 0 0 1 1 2 0 0 3 0 0 2 0 2 0 0 0 0 0 6 11:45-12:00 0 1 0 0 1 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 4 12:00-12:15 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 12:15-12:30 0 1 0 0 1 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 4 12:30-12:45 0 1 1 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 12:45 - 1:00 0 3 0 0 3 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 6 1:00-1:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:15-1:30 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 1:30 - 1:45 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-2:15 0 4 1 0 5 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 6 2:15-2:30 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 6 2:30-2:45 0 0 0 0 0 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 3 2:45-3:00 0 2 1 0 3 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 5 3:00-3:15 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 3:15-3:30 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 3:30-3:45 0 2 2 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 4:00-4:15 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3 4:15-4:30 0 1 1 0 2 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 4 4:30-4:45 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 4:45-5:00 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00-5:15 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 5:15-5:30 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 4 5:30-5:45 0 5 0 0 5 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 6 5:45-6:00 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6:00-6:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12 Hr Totals 0 96 11 0 107 5 47 0 0 52 6 0 19 0 25 0 0 0 0 0 184 28 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Peters Creek Road Date: April 13, 2023 and: Airport Road -Archcrest Drive Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- (lpitl(I TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 4 0 0 4 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 7 7:15-8:15 0 5 1 0 6 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 9 7:30-8:30 0 11 1 0 12 0 3 0 0 3 0 0 1 0 1 0 0 0 0 0 16 7:45 - 8:45 0 18 1 0 19 0 2 0 0 2 1 0 2 0 3 0 0 0 0 0 24 8:00 - 9:00 0 20 1 0 21 0 4 0 0 4 1 0 2 0 3 0 0 0 0 0 28 8:15 - 9:15 0 23 0 0 23 0 5 0 0 5 1 0 3 0 4 0 0 0 0 0 32 8:30 - 9:30 0 20 0 0 20 1 5 0 0 6 2 0 2 0 4 0 0 0 0 0 30 8:45 - 9:45 0 12 0 0 12 1 7 0 0 8 1 0 1 0 2 0 0 0 0 0 22 9:00 - 10:00 0 14 0 0 14 1 6 0 0 7 1 0 2 0 3 0 0 0 0 0 24 9:15-10:15 0 10 0 0 10 1 5 0 0 6 2 0 1 0 3 0 0 0 0 0 19 9:30 - 10:30 0 8 1 0 9 0 7 0 0 7 1 0 3 0 4 0 0 0 0 0 20 9:45 - 10:45 0 8 1 0 9 0 6 0 0 6 1 0 3 0 4 0 0 0 0 0 19 10:00-11:00 0 5 3 0 8 1 6 0 0 7 1 0 3 0 4 0 0 0 0 0 19 10:15-11:15 0 7 3 0 10 2 8 0 0 10 0 0 3 0 3 0 0 0 0 0 23 10:30-11:30 0 6 2 0 8 2 6 0 0 8 1 0 2 0 3 0 0 0 0 0 19 10:45 - 11:45 0 7 2 0 9 3 7 0 0 10 1 0 4 0 5 0 0 0 0 0 24 11:00-12:00 0 6 0 0 6 2 7 0 0 9 1 0 5 0 6 0 0 0 0 0 21 11:15-12:15 0 4 0 0 4 1 4 0 0 5 1 0 6 0 7 0 0 0 0 0 16 11:30-12:30 0 4 0 0 4 1 4 0 0 5 0 0 7 0 7 0 0 0 0 0 16 11:45-12:45 0 4 1 0 5 0 3 0 0 3 0 0 5 0 5 0 0 0 0 0 13 12:00 - 1:00 0 6 1 0 7 1 4 0 0 5 0 0 3 0 3 0 0 0 0 0 15 12:15-1:15 0 6 1 0 7 1 4 0 0 5 0 0 2 0 2 0 0 0 0 0 14 12:30 - 1:30 0 6 1 0 7 1 4 0 0 5 0 0 0 0 0 0 0 0 0 0 12 12:45 - 1:45 0 8 0 0 8 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 12 1:00-2:00 0 5 0 0 5 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 6 1:15-2:15 0 8 1 0 9 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 11 1:30-2:30 0 10 1 0 11 0 3 0 0 3 0 0 1 0 1 0 0 0 0 0 15 1:45-2:45 0 7 1 0 8 0 4 0 0 4 0 0 3 0 3 0 0 0 0 0 15 2:00 - 3:00 0 9 2 0 11 0 6 0 0 6 0 0 3 0 3 0 0 0 0 0 20 2:15-3:15 0 6 1 0 7 0 7 0 0 7 0 0 2 0 2 0 0 0 0 0 16 2:30-3:30 0 4 1 0 5 0 4 0 0 4 1 0 2 0 3 0 0 0 0 0 12 2:45-3:45 0 6 3 0 9 0 4 0 0 4 1 0 0 0 1 0 0 0 0 0 14 3:00-4:00 0 4 2 0 6 0 2 0 0 2 1 0 1 0 2 0 0 0 0 0 10 3:15-4:15 0 4 2 0 6 0 3 0 0 3 1 0 1 0 2 0 0 0 0 0 11 3:30-4:30 0 4 3 0 7 0 5 0 0 5 0 0 1 0 1 0 0 0 0 0 13 3:45-4:45 0 4 1 0 5 0 4 0 0 4 1 0 1 0 2 0 0 0 0 0 11 4:00-5:00 0 6 2 0 8 0 4 0 0 4 1 0 0 0 1 0 0 0 0 0 13 4:15-5:15 0 6 2 0 8 0 3 0 0 3 1 0 0 0 1 0 0 0 0 0 12 4:30-5:30 0 7 1 0 8 0 3 0 0 3 1 0 0 0 1 0 0 0 0 0 12 4:45-5:45 0 10 1 0 11 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 15 5:00-6:00 0 14 0 0 14 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 18 5:15-6:15 0 14 0 0 14 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 17 5:30-6:30 0 12 0 0 12 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 13 5:45-6:45 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 6:00-7:00 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 PEAK HOUR 7:30 - 8:30 0 11 1 0 12 0 3 0 0 3 0 0 1 0 1 0 0 0 0 0 16 0% 1% 1% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 5:00 - 6:00 0 14 0 0 14 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 18 0% 2% 0% 0% 1% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 29 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- (lpitl(I TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Hr Totals 0 1 0 0 1 0 0 0 0 0 0 1 1 0 2 0 1 0 0 1 4 30 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- (lpitl(I TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Airport Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-11:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:30-11:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45-11:45 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 11:00-12:00 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 11:30-12:30 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 11:45-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 5:00 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 31 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Peters Creek Road Date: April 13, 2023 Thursday and: Airport Road -Archcrest Drive Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 TIME NORTH LEG SOUTH LEG Peters Creek Road Peters Creek Road Pedestrians Bicycles Pedestrians Bicycles AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15-12:30 0 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 0 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 0 0 0 0 32 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Peters Creek Road Date: April 13, 2023 Thursday and: Airport Road -Archcrest Drive Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 EAST LEG WEST LEG Airport Road Archcrest Drive Pedestrians Bicycles Pedestrians Bicycles AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15-12:30 0 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 0 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00 - 5:15 0 0 1 0 5:15 - 5:30 0 0 1 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 0 0 2 0 33 TOTALS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: SunnylWarm Entered by: SN �t ]& Thursday lirr tlM4r�A% l� Star Rating: - TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM EAST Airport Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 0 137 25 0 162 24 90 1 0 115 22 0 34 0 56 7 0 0 0 7 340 7:15-7:30 0 156 40 0 196 22 115 2 0 139 38 0 45 0 83 8 2 0 0 10 428 7:30-7:45 2 234 40 0 276 62 164 0 0 226 45 1 61 0 107 8 6 1 0 15 624 7:45-8:00 1 240 51 0 292 63 192 2 0 257 32 1 73 0 106 7 1 3 0 11 666 8:00-8:15 1 196 34 0 231 59 172 1 0 232 38 0 71 0 109 9 2 1 0 12 584 8:15-8:30 4 179 49 0 232 75 151 3 0 229 27 1 45 0 73 7 4 0 0 11 545 8:30-8:45 1 227 43 0 271 54 136 1 0 191 38 0 37 0 75 7 1 2 0 10 547 8:45 - 9:00 1 168 58 0 227 39 119 4 1 163 32 2 37 0 71 2 0 3 0 5 466 9:00-9:15 2 154 46 0 202 49 131 4 0 184 43 0 24 0 67 3 2 1 0 6 459 9:15 - 9:30 2 146 44 1 193 38 128 4 0 170 33 3 29 0 65 3 2 3 0 8 436 9:30-9:45 3 121 45 0 169 39 128 4 0 171 33 3 36 0 72 3 6 2 0 11 423 9:45-10:00 7 128 54 0 189 53 109 6 0 168 46 4 41 0 91 3 4 1 0 8 456 10:00-10:15 2 99 37 1 139 50 122 7 0 179 30 1 20 0 51 6 5 2 0 13 382 10:15-10:30 6 107 46 1 160 39 124 5 0 168 48 4 57 0 109 8 5 1 0 14 451 10:30-10:45 4 116 59 0 179 47 117 5 1 170 46 5 38 0 89 8 3 3 0 14 452 10:45-11:00 9 123 52 1 185 41 125 3 0 169 49 2 40 0 91 6 3 1 0 10 455 11:00-11:15 7 121 45 1 174 52 103 3 0 158 48 0 34 0 82 8 2 3 0 13 427 11:15-11:30 7 123 46 0 176 45 113 8 0 166 42 5 50 0 97 13 11 4 0 28 467 11:30-11:45 5 118 44 0 167 58 134 8 1 201 49 5 32 0 86 7 8 5 0 20 474 11:45-12:00 7 104 57 1 169 69 91 7 0 167 44 8 43 0 95 6 3 6 0 15 446 12:00-12:15 8 121 47 1 177 70 149 8 0 227 63 4 42 0 109 6 2 4 0 12 525 12:15-12:30 5 139 65 1 210 68 122 9 1 200 65 3 44 0 112 9 3 4 0 16 538 12:30-12:45 5 119 49 0 173 56 123 7 0 186 66 5 55 0 126 7 3 5 0 15 500 12:45-1:00 4 141 54 1 200 51 127 7 1 186 67 6 58 0 131 12 10 7 0 29 546 1:00-1:15 1 123 39 0 163 36 126 0 0 162 47 6 50 0 103 4 6 4 0 14 442 1:15-1:30 4 124 58 0 186 53 130 4 0 187 58 4 56 0 118 5 2 4 0 11 502 1:30-1:45 4 138 40 2 184 36 123 3 0 162 51 8 42 0 101 8 8 2 0 18 465 1:45-2:00 1 131 57 0 189 50 165 10 1 226 46 2 40 0 88 6 5 4 0 15 518 2:00-2:15 3 137 51 0 191 65 155 7 0 227 59 2 52 0 113 3 5 4 0 12 543 2:15-2:30 4 147 59 0 210 46 154 10 0 210 66 11 63 0 140 7 6 5 0 18 578 2:30-2:45 3 159 61 0 223 42 135 13 0 190 48 3 54 0 105 7 1 10 0 18 536 2:45-3:00 6 172 65 0 243 61 114 6 1 182 54 4 65 0 123 10 8 5 0 23 571 3:00-3:15 8 165 35 1 209 62 128 7 0 197 51 7 67 0 125 11 3 3 0 17 548 3:15-3:30 10 159 31 3 203 56 154 11 0 221 66 5 52 0 123 4 7 6 0 17 564 3:30-3:45 4 178 54 2 238 82 216 14 0 312 57 1 62 0 120 9 2 3 0 14 684 3:45-4:00 6 153 54 1 214 58 168 13 0 239 56 6 54 0 116 11 5 3 0 19 588 4:00-4:15 2 181 47 0 230 63 153 6 0 222 56 2 78 0 136 6 5 6 0 17 605 4:15-4:30 6 179 53 0 238 68 158 6 0 232 54 7 76 0 137 7 3 1 0 11 618 4:30-4:45 8 188 53 0 249 61 190 13 1 265 60 3 66 0 129 9 3 6 0 18 661 4:45-5:00 3 174 51 1 229 64 173 11 0 248 69 3 53 0 125 8 3 4 0 15 617 5:00-5:15 3 194 67 2 266 78 199 11 0 288 74 7 79 0 160 4 4 4 0 12 726 5:15-5:30 4 217 56 1 278 83 200 12 0 295 64 5 77 0 146 5 5 3 0 13 732 5:30-5:45 7 220 49 0 276 57 196 10 0 263 68 9 70 0 147 8 7 7 0 22 708 5:45-6:00 6 224 51 0 281 73 180 11 0 264 52 4 60 0 116 10 7 6 0 23 684 6:00-6:15 1 159 45 2 207 74 146 8 0 228 46 4 61 0 111 6 7 2 0 15 561 6:15-6:30 2 140 42 0 184 54 136 5 0 195 61 2 45 0 108 2 5 3 0 10 497 6:30-6:45 4 127 33 1 165 52 118 10 0 180 46 1 44 0 91 13 7 3 0 23 459 6:45 - 7:00 4 97 37 0 138 53 124 5 0 182 51 5 40 0 96 6 2 5 0 13 429 12 Hr Totals 197 7403 2318 25 9943 2650 6826 315 8 9799 2404 174 2452 0 5030 332 204 165 0 701 25473 34 TOTALS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Airport Road -Archcrest Drive Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: SunnylWarm Entered by: SN �-i iii„ Thursday lirr GM/0 ■� Star Rating: - TIME on: RIGHT TRAFFIC FROM NORTH Peters Creek Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM EAST Airport Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Archcrest Drive THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 3 767 156 0 926 171 561 5 0 737 137 2 213 0 352 30 9 4 0 43 2058 7:15-8:15 4 826 165 0 995 206 643 5 0 854 153 2 250 0 405 32 11 5 0 48 2302 7:30-8:30 8 849 174 0 1031 259 679 6 0 944 142 3 250 0 395 31 13 5 0 49 2419 7:45-8:45 7 842 177 0 1026 251 651 7 0 909 135 2 226 0 363 30 8 6 0 44 2342 8:00-9:00 7 770 184 0 961 227 578 9 1 815 135 3 190 0 328 25 7 6 0 38 2142 8:15-9:15 8 728 196 0 932 217 537 12 1 767 140 3 143 0 286 19 7 6 0 32 2017 8:30-9:30 6 695 191 1 893 180 514 13 1 708 146 5 127 0 278 15 5 9 0 29 1908 8:45-9:45 8 589 193 1 791 165 506 16 1 688 141 8 126 0 275 11 10 9 0 30 1784 9:00-10:00 14 549 189 1 753 179 496 18 0 693 155 10 130 0 295 12 14 7 0 33 1774 9:15-10:15 14 494 180 2 690 180 487 21 0 688 142 11 126 0 279 15 17 8 0 40 1697 9:30-10:30 18 455 182 2 657 181 483 22 0 686 157 12 154 0 323 20 20 6 0 46 1712 9:45-10:45 19 450 196 2 667 189 472 23 1 685 170 14 156 0 340 25 17 7 0 49 1741 10:00-11:00 21 445 194 3 663 177 488 20 1 686 173 12 155 0 340 28 16 7 0 51 1740 10:15-11:15 26 467 202 3 698 179 469 16 1 665 191 11 169 0 371 30 13 8 0 51 1785 10:30-11:30 27 483 202 2 714 185 458 19 1 663 185 12 162 0 359 35 19 11 0 65 1801 10:45-11:45 28 485 187 2 702 196 475 22 1 694 188 12 156 0 356 34 24 13 0 71 1823 11:00-12:00 26 466 192 2 686 224 441 26 1 692 183 18 159 0 360 34 24 18 0 76 1814 11:15-12:15 27 466 194 2 689 242 487 31 1 761 198 22 167 0 387 32 24 19 0 75 1912 11:30-12:30 25 482 213 3 723 265 496 32 2 795 221 20 161 0 402 28 16 19 0 63 1983 11:45-12:45 25 483 218 3 729 263 485 31 1 780 238 20 184 0 442 28 11 19 0 58 2009 12:00-1:00 22 520 215 3 760 245 521 31 2 799 261 18 199 0 478 34 18 20 0 72 2109 12:15-1:15 15 522 207 2 746 211 498 23 2 734 245 20 207 0 472 32 22 20 0 74 2026 12:30-1:30 14 507 200 1 722 196 506 18 1 721 238 21 219 0 478 28 21 20 0 69 1990 12:45-1:45 13 526 191 3 733 176 506 14 1 697 223 24 206 0 453 29 26 17 0 72 1955 1:00-2:00 10 516 194 2 722 175 544 17 1 737 202 20 188 0 410 23 21 14 0 58 1927 1:15-2:15 12 530 206 2 750 204 573 24 1 802 214 16 190 0 420 22 20 14 0 56 2028 1:30-2:30 12 553 207 2 774 197 597 30 1 825 222 23 197 0 442 24 24 15 0 63 2104 1:45-2:45 11 574 228 0 813 203 609 40 1 853 219 18 209 0 446 23 17 23 0 63 2175 2:00-3:00 16 615 236 0 867 214 558 36 1 809 227 20 234 0 481 27 20 24 0 71 2228 2:15-3:15 21 643 220 1 885 211 531 36 1 779 219 25 249 0 493 35 18 23 0 76 2233 2:30-3:30 27 655 192 4 878 221 531 37 1 790 219 19 238 0 476 32 19 24 0 75 2219 2:45-3:45 28 674 185 6 893 261 612 38 1 912 228 17 246 0 491 34 20 17 0 71 2367 3:00-4:00 28 655 174 7 864 258 666 45 0 969 230 19 235 0 484 35 17 15 0 67 2384 3:15-4:15 22 671 186 6 885 259 691 44 0 994 235 14 246 0 495 30 19 18 0 67 2441 3:30-4:30 18 691 208 3 920 271 695 39 0 1005 223 16 270 0 509 33 15 13 0 61 2495 3:45-4:45 22 701 207 1 931 250 669 38 1 958 226 18 274 0 518 33 16 16 0 65 2472 4:00-5:00 19 722 204 1 946 256 674 36 1 967 239 15 273 0 527 30 14 17 0 61 2501 4:15-5:15 20 735 224 3 982 271 720 41 1 1033 257 20 274 0 551 28 13 15 0 56 2622 4:30-5:30 18 773 227 4 1022 286 762 47 1 1096 267 18 275 0 560 26 15 17 0 58 2736 4:45-5:45 17 805 223 4 1049 282 768 44 0 1094 275 24 279 0 578 25 19 18 0 62 2783 5:00-6:00 20 855 223 3 1101 291 775 44 0 1110 258 25 286 0 569 27 23 20 0 70 2850 5:15-6:15 18 820 201 3 1042 287 722 41 0 1050 230 22 268 0 520 29 26 18 0 73 2685 5:30-6:30 16 743 187 2 948 258 658 34 0 950 227 19 236 0 482 26 26 18 0 70 2450 5:45-6:45 13 650 171 3 837 253 580 34 0 867 205 11 210 0 426 31 26 14 0 71 2201 6:00-7:00 11 523 157 3 694 233 524 28 0 785 204 12 190 0 406 27 21 13 0 61 1946 PEAK HOUR 7:30-8:30 8 849 174 0 1031 259 679 6 0 944 142 3 250 0 395 31 13 5 0 49 2419 5:00-6:00 20 855 223 3 1101 291 775 44 0 1110 258 25 286 0 569 27 23 20 0 70 2850 PHF 0.908 0.973 35 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN � Thursday ►,�[�[� I" r Star Rating: 4 'I F/ TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL TRAFFIC FROM WEST on: Alpine Road RIGHT THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM O O r O 7 CO V CVV r r M r V 0 0 0 0 0 r r r O 0 M r N CO N r V o O V V co coM r r N N N N M N V r 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v- O c M N N M N V O N N M N N V N N N V O M M N M V O O V r M N O CO O O O O m r M V o o el co O COM M N M c M (0O O el elo V o V O r N N N O m r O coM r O r N M r r 0 7:00 - 7:15 2 142 0 144 95 3 2 100 0 251 7:15 - 7:30 2 187 0 189 126 5 3 134 0 333 7:30 - 7:45 4 261 0 265 160 15 6 181 0 474 7:45 - 8:00 8 236 0 244 173 34 10 217 0 488 8:00 - 8:15 5 217 0 222 158 22 2 182 0 432 8:15 - 8:30 4 183 2 189 153 17 7 177 0 397 8:30 - 8:45 2 252 1 255 152 9 0 161 0 434 8:45 - 9:00 1 260 0 261 130 14 5 149 0 424 9:00 - 9:15 1 146 2 149 145 4 3 152 0 313 9:15 - 9:30 0 151 0 151 130 13 5 148 0 313 9:30 - 9:45 0 158 0 158 131 8 5 144 0 319 9:45 - 10:00 6 145 2 153 135 13 2 150 0 320 10:00 - 10:15 3 113 0 116 133 12 2 147 0 276 10:15 - 10:30 2 148 4 154 150 8 4 162 0 327 10:30 - 10:45 2 138 2 142 142 9 2 153 0 309 10:45 - 11:00 0 165 2 167 138 16 6 160 0 336 11:00 - 11:15 5 148 1 154 128 9 3 140 0 300 11:15 - 11:30 0 158 2 160 143 12 1 156 0 326 11:30 - 11:45 3 149 5 157 177 7 4 188 0 360 11:45 - 12:00 1 152 5 158 141 10 4 155 0 323 12:00 - 12:15 2 165 3 170 185 15 1 201 0 375 12:15 - 12:30 3 162 3 168 168 8 5 181 0 366 12:30 - 12:45 3 159 3 165 175 11 5 191 0 367 12:45 - 1:00 4 174 3 181 161 10 3 174 0 372 1:00 - 1:15 2 153 3 158 174 12 3 189 0 358 1:15 - 1:30 2 154 2 158 157 16 6 179 0 348 1:30 - 1:45 0 163 2 165 160 9 5 174 0 356 1:45 - 2:00 5 164 2 171 172 18 3 193 0 374 2:00 - 2:15 2 169 3 174 182 14 2 198 0 387 2:15 - 2:30 8 179 2 189 199 16 5 220 0 432 2:30 - 2:45 2 221 2 225 190 13 0 203 0 445 2:45 - 3:00 3 191 4 198 154 12 1 167 0 377 3:00 - 3:15 0 187 2 189 150 14 2 166 0 373 3:15 - 3:30 3 182 2 187 197 18 0 215 0 414 3:30 - 3:45 5 203 1 209 221 27 2 250 0 476 3:45 - 4:00 4 183 1 188 212 12 0 224 0 426 4:00 - 4:15 3 181 4 188 170 17 2 189 0 422 4:15 - 4:30 4 207 1 212 194 14 1 209 0 434 4:30 - 4:45 4 234 2 240 234 17 0 251 0 499 4:45 - 5:00 9 208 2 219 225 23 1 249 0 482 5:00 - 5:15 3 230 3 236 266 17 0 283 0 530 5:15 - 5:30 3 242 2 247 237 23 1 261 0 522 5:30 - 5:45 5 254 2 261 247 26 1 274 0 551 5:45 - 6:00 7 220 3 230 207 26 2 235 0 481 6:00 - 6:15 7 182 2 191 172 24 2 198 0 400 6:15 - 6:30 1 159 1 161 174 16 0 190 0 364 6:30 - 6:45 3 144 1 148 148 17 0 165 0 320 6:45 - 7:00 4 137 0 141 153 23 0 176 0 334 12 Hr Totals 152 8716 0 89 8957 0 8124 708 129 8961 0 0 0 0 0 18640 36 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 16 826 0 0 842 0 554 57 21 632 0 0 0 0 0 64 0 8 0 72 1546 7:15 - 8:15 19 901 0 0 920 0 617 76 21 714 0 0 0 0 0 83 0 10 0 93 1727 7:30 - 8:30 21 897 0 2 920 0 644 88 25 757 0 0 0 0 0 105 0 9 0 114 1791 7:45 - 8:45 19 888 0 3 910 0 636 82 19 737 0 0 0 0 0 96 0 8 0 104 1751 8:00 - 9:00 12 912 0 3 927 0 593 62 14 669 0 0 0 0 0 84 0 7 0 91 1687 8:15 - 9:15 8 841 0 5 854 0 580 44 15 639 0 0 0 0 0 67 0 8 0 75 1568 8:30 - 9:30 4 809 0 3 816 0 557 40 13 610 0 0 0 0 0 52 0 6 0 58 1484 8:45 - 9:45 2 715 0 2 719 0 536 39 18 593 0 0 0 0 0 50 0 7 0 57 1369 9:00 - 10:00 7 600 0 4 611 0 541 38 15 594 0 0 0 0 0 52 0 8 0 60 1265 9:15 - 10:15 9 567 0 2 578 0 529 46 14 589 0 0 0 0 0 54 0 7 0 61 1228 9:30 - 10:30 11 564 0 6 581 0 549 41 13 603 0 0 0 0 0 49 0 8 1 58 1242 9:45 - 10:45 13 544 0 8 565 0 560 42 10 612 0 0 0 0 0 46 0 8 1 55 1232 10:00-11:00 7 564 0 8 579 0 563 45 14 622 0 0 0 0 0 38 0 8 1 47 1248 10:15-11:15 9 599 0 9 617 0 558 42 15 615 0 0 0 0 0 33 0 6 1 40 1272 10:30-11:30 7 609 0 7 623 0 551 46 12 609 0 0 0 0 0 30 0 9 0 39 1271 10:45-11:45 8 620 0 10 638 0 586 44 14 644 0 0 0 0 0 31 0 9 0 40 1322 11:00-12:00 9 607 0 13 629 0 589 38 12 639 0 0 0 0 0 32 0 9 0 41 1309 11:15-12:15 6 624 0 15 645 0 646 44 10 700 0 0 0 0 0 30 0 9 0 39 1384 11:30-12:30 9 628 0 16 653 0 671 40 14 725 0 0 0 0 0 39 0 7 0 46 1424 11:45-12:45 9 638 0 14 661 0 669 44 15 728 0 0 0 0 0 33 0 9 0 42 1431 12:00-1:00 12 660 0 12 684 0 689 44 14 747 0 0 0 0 0 37 0 12 0 49 1480 12:15-1:15 12 648 0 12 672 0 678 41 16 735 0 0 0 0 0 42 0 14 0 56 1463 12:30-1:30 11 640 0 11 662 0 667 49 17 733 0 0 0 0 0 37 0 13 0 50 1445 12:45-1:45 8 644 0 10 662 0 652 47 17 716 0 0 0 0 0 46 0 10 0 56 1434 1:00 - 2:00 9 634 0 9 652 0 663 55 17 735 0 0 0 0 0 41 0 8 0 49 1436 1:15 - 2:15 9 650 0 9 668 0 671 57 16 744 0 0 0 0 0 46 0 7 0 53 1465 1:30 - 2:30 15 675 0 9 699 0 713 57 15 785 0 0 0 0 0 56 0 9 0 65 1549 1:45 - 2:45 17 733 0 9 759 0 743 61 10 814 0 0 0 0 0 53 0 12 0 65 1638 2:00 - 3:00 15 760 0 11 786 0 725 55 8 788 0 0 0 0 0 58 0 9 0 67 1641 2:15-3:15 13 778 0 10 801 0 693 55 8 756 0 0 0 0 0 58 0 12 0 70 1627 2:30-3:30 8 781 0 10 799 0 691 57 3 751 0 0 0 0 0 49 0 10 0 59 1609 2:45 - 3:45 11 763 0 9 783 0 722 71 5 798 0 0 0 0 0 49 0 10 0 59 1640 3:00 - 4:00 12 755 0 6 773 0 780 71 4 855 0 0 0 0 0 50 0 11 0 61 1689 3:15 - 4:15 15 749 0 8 772 0 800 74 4 878 0 0 0 0 0 75 0 13 0 88 1738 3:30 - 4:30 16 774 0 7 797 0 797 70 5 872 0 0 0 0 0 74 0 15 0 89 1758 3:45 - 4:45 15 805 0 8 828 0 810 60 3 873 0 0 0 0 0 68 0 12 0 80 1781 4:00 - 5:00 20 830 0 9 859 0 823 71 4 898 0 0 0 0 0 68 0 12 0 80 1837 4:15 - 5:15 20 879 0 8 907 0 919 71 2 992 0 0 0 0 0 40 0 6 0 46 1945 4:30 - 5:30 19 914 0 9 942 0 962 80 2 1044 0 0 0 0 0 43 0 4 0 47 2033 4:45 - 5:45 20 934 0 9 963 0 975 89 3 1067 0 0 0 0 0 51 0 4 0 55 2085 5:00 - 6:00 18 946 0 10 974 0 957 92 4 1053 0 0 0 0 0 52 0 5 0 57 2084 5:15 - 6:15 22 898 0 9 929 0 863 99 6 968 0 0 0 0 0 52 0 5 0 57 1954 5:30 - 6:30 20 815 0 8 843 0 800 92 5 897 0 0 0 0 0 46 0 10 0 56 1796 5:45 - 6:45 18 705 0 7 730 0 701 83 4 788 0 0 0 0 0 37 0 10 0 47 1565 6:00 - 7:00 15 622 0 4 641 0 647 80 2 729 0 0 0 0 0 37 0 11 0 48 1418 PEAK HOUR 7:30-8:30 21 897 0 2 920 0 644 88 25 757 0 0 0 0 0 105 0 9 0 114 1791 5:00-6:00 18 946 0 10 974 0 957 92 4 1053 0 0 0 0 0 52 0 5 0 57 2084 37 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 5 0 5 6 0 0 6 0 0 0 0 0 11 7:15-7:30 0 3 0 3 6 1 0 7 0 0 0 0 0 10 7:30-7:45 0 4 0 4 6 0 0 6 0 0 0 0 0 10 7:45 - 8:00 2 12 0 14 2 2 0 4 0 2 0 0 2 20 8:00-8:15 0 11 0 11 4 4 0 8 0 1 0 0 1 20 8:15-8:30 0 5 0 5 7 0 0 7 0 4 1 0 5 17 8:30-8:45 0 5 0 5 8 0 0 8 0 0 0 0 0 13 8:45-9:00 0 6 0 6 3 0 0 3 0 0 0 0 0 9 9:00-9:15 0 2 0 2 4 0 0 4 0 0 0 0 0 6 9:15-9:30 0 6 1 7 16 0 0 16 0 0 0 0 0 23 9:30-9:45 0 6 0 6 5 1 0 6 0 0 0 0 0 12 9:45 - 10:00 0 2 0 2 4 0 0 4 0 0 0 0 0 6 10:00-10:15 1 2 0 3 5 0 0 5 0 0 0 0 0 8 10:15-10:30 0 4 0 4 7 1 0 8 0 0 0 0 0 12 10:30-10:45 0 7 0 7 5 0 0 5 0 0 0 0 0 12 10:45-11:00 0 8 0 8 9 0 0 9 0 0 0 0 0 17 11:00-11:15 0 4 0 4 4 0 0 4 0 0 0 0 0 8 11:15-11:30 0 2 0 2 4 0 0 4 0 0 0 0 0 6 11:30-11:45 0 6 0 6 2 0 0 2 0 0 0 0 0 8 11:45-12:00 0 0 0 0 1 1 0 2 0 0 0 0 0 2 12:00-12:15 0 3 0 3 1 0 0 1 0 1 0 0 1 5 12:15-12:30 0 3 0 3 3 0 0 3 0 2 0 0 2 8 12:30-12:45 1 3 0 4 2 0 0 2 0 0 0 0 0 6 12:45 - 1:00 0 6 0 6 4 1 0 5 0 0 1 0 1 12 1:00-1:15 0 5 0 5 2 0 0 2 0 0 0 0 0 7 1:15-1:30 0 3 0 3 4 1 0 5 0 3 0 0 3 11 1:30 - 1:45 0 7 0 7 6 0 0 6 0 1 0 0 1 14 1:45-2:00 1 3 0 4 7 2 0 9 0 0 0 0 0 13 2:00-2:15 0 3 0 3 16 2 0 18 0 0 0 0 0 21 2:15-2:30 1 6 0 7 6 3 0 9 0 5 0 0 5 21 2:30-2:45 0 9 0 9 4 1 0 5 0 1 0 0 1 15 2:45-3:00 0 8 0 8 7 0 0 7 0 0 0 0 0 15 3:00-3:15 0 9 0 9 3 0 0 3 0 1 0 0 1 13 3:15-3:30 0 7 0 7 5 0 0 5 0 1 0 0 1 13 3:30 - 3:45 0 8 0 8 13 1 0 14 0 0 0 0 0 22 3:45-4:00 0 7 1 8 3 2 0 5 0 1 0 0 1 14 4:00-4:15 1 4 0 5 1 0 0 1 0 2 0 0 2 8 4:15-4:30 0 6 0 6 3 0 0 3 0 2 0 0 2 11 4:30-4:45 0 1 0 1 2 0 0 2 0 0 0 0 0 3 4:45-5:00 0 5 0 5 3 0 0 3 0 0 0 0 0 8 5:00-5:15 0 4 0 4 1 0 0 1 0 0 0 0 0 5 5:15-5:30 0 7 0 7 3 0 0 3 0 0 0 0 0 10 5:30-5:45 0 6 0 6 0 0 0 0 0 0 0 0 0 6 5:45-6:00 0 5 0 5 1 1 0 2 0 0 0 0 0 7 6:00-6:15 0 1 0 1 1 0 0 1 0 0 0 0 0 2 6:15-6:30 0 2 0 2 1 0 0 1 0 0 0 0 0 3 6:30-6:45 0 6 0 6 0 0 0 0 0 0 0 0 0 6 6:45-7:00 0 1 0 1 1 0 0 1 0 0 0 0 0 2 12 Hr Totals 7 238 0 2 247 0 211 24 0 235 0 0 0 0 0 27 0 2 0 29 511 38 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 2 24 0 0 26 0 20 3 0 23 0 0 0 0 0 2 0 0 0 2 51 7:15 - 8:15 2 30 0 0 32 0 18 7 0 25 0 0 0 0 0 3 0 0 0 3 60 7:30 - 8:30 2 32 0 0 34 0 19 6 0 25 0 0 0 0 0 7 0 1 0 8 67 7:45 - 8:45 2 33 0 0 35 0 21 6 0 27 0 0 0 0 0 7 0 1 0 8 70 8:00 - 9:00 0 27 0 0 27 0 22 4 0 26 0 0 0 0 0 5 0 1 0 6 59 8:15 - 9:15 0 18 0 0 18 0 22 0 0 22 0 0 0 0 0 4 0 1 0 5 45 8:30 - 9:30 0 19 0 1 20 0 31 0 0 31 0 0 0 0 0 0 0 0 0 0 51 8:45 - 9:45 0 20 0 1 21 0 28 1 0 29 0 0 0 0 0 0 0 0 0 0 50 9:00 - 10:00 0 16 0 1 17 0 29 1 0 30 0 0 0 0 0 0 0 0 0 0 47 9:15 - 10:15 1 16 0 1 18 0 30 1 0 31 0 0 0 0 0 0 0 0 0 0 49 9:30 - 10:30 1 14 0 0 15 0 21 2 0 23 0 0 0 0 0 0 0 0 0 0 38 9:45 - 10:45 1 15 0 0 16 0 21 1 0 22 0 0 0 0 0 0 0 0 0 0 38 10:00 - 11:00 1 21 0 0 22 0 26 1 0 27 0 0 0 0 0 0 0 0 0 0 49 10:15 - 11:15 0 23 0 0 23 0 25 1 0 26 0 0 0 0 0 0 0 0 0 0 49 10:30 - 11:30 0 21 0 0 21 0 22 0 0 22 0 0 0 0 0 0 0 0 0 0 43 10:45 - 11:45 0 20 0 0 20 0 19 0 0 19 0 0 0 0 0 0 0 0 0 0 39 11:00 - 12:00 0 12 0 0 12 0 11 1 0 12 0 0 0 0 0 0 0 0 0 0 24 11:15-12:15 0 11 0 0 11 0 8 1 0 9 0 0 0 0 0 1 0 0 0 1 21 11:30 - 12:30 0 12 0 0 12 0 7 1 0 8 0 0 0 0 0 3 0 0 0 3 23 11:45-12:45 1 9 0 0 10 0 7 1 0 8 0 0 0 0 0 3 0 0 0 3 21 12:00 - 1:00 1 15 0 0 16 0 10 1 0 11 0 0 0 0 0 3 0 1 0 4 31 12:15-1:15 1 17 0 0 18 0 11 1 0 12 0 0 0 0 0 2 0 1 0 3 33 12:30 - 1:30 1 17 0 0 18 0 12 2 0 14 0 0 0 0 0 3 0 1 0 4 36 12:45 - 1:45 0 21 0 0 21 0 16 2 0 18 0 0 0 0 0 4 0 1 0 5 44 1:00 - 2:00 1 18 0 0 19 0 19 3 0 22 0 0 0 0 0 4 0 0 0 4 45 1:15 - 2:15 1 16 0 0 17 0 33 5 0 38 0 0 0 0 0 4 0 0 0 4 59 1:30 - 2:30 2 19 0 0 21 0 35 7 0 42 0 0 0 0 0 6 0 0 0 6 69 1:45 - 2:45 2 21 0 0 23 0 33 8 0 41 0 0 0 0 0 6 0 0 0 6 70 2:00 - 3:00 1 26 0 0 27 0 33 6 0 39 0 0 0 0 0 6 0 0 0 6 72 2:15 - 3:15 1 32 0 0 33 0 20 4 0 24 0 0 0 0 0 7 0 0 0 7 64 2:30 - 3:30 0 33 0 0 33 0 19 1 0 20 0 0 0 0 0 3 0 0 0 3 56 2:45 - 3:45 0 32 0 0 32 0 28 1 0 29 0 0 0 0 0 2 0 0 0 2 63 3:00 - 4:00 0 31 0 1 32 0 24 3 0 27 0 0 0 0 0 3 0 0 0 3 62 3:15 - 4:15 1 26 0 1 28 0 22 3 0 25 0 0 0 0 0 4 0 0 0 4 57 3:30 - 4:30 1 25 0 1 27 0 20 3 0 23 0 0 0 0 0 5 0 0 0 5 55 3:45 - 4:45 1 18 0 1 20 0 9 2 0 11 0 0 0 0 0 5 0 0 0 5 36 4:00 - 5:00 1 16 0 0 17 0 9 0 0 9 0 0 0 0 0 4 0 0 0 4 30 4:15-5:15 0 16 0 0 16 0 9 0 0 9 0 0 0 0 0 2 0 0 0 2 27 4:30 - 5:30 0 17 0 0 17 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 26 4:45 - 5:45 0 22 0 0 22 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 29 5:00 - 6:00 0 22 0 0 22 0 5 1 0 6 0 0 0 0 0 0 0 0 0 0 28 5:15-6:15 0 19 0 0 19 0 5 1 0 6 0 0 0 0 0 0 0 0 0 0 25 5:30-6:30 0 14 0 0 14 0 3 1 0 4 0 0 0 0 0 0 0 0 0 0 18 5:45-6:45 0 14 0 0 14 0 3 1 0 4 0 0 0 0 0 0 0 0 0 0 18 6:00-7:00 0 10 0 0 10 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 13 PEAK HOUR 7:30 - 8:30 2 32 0 0 34 0 19 6 0 25 0 0 0 0 0 7 0 1 0 8 67 5:00 - 6:00 0 22 0 0 22 0 5 1 0 6 0 0 0 0 0 0 0 0 0 0 28 39 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Peters Creek Road Date: April 13, 2023 and: Alpine Road Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 1 0 1 1 0 0 1 0 0 0 0 0 2 7:15-7:30 0 1 0 1 1 0 0 1 0 0 0 0 0 2 7:30-7:45 0 1 0 1 1 0 0 1 0 0 0 0 0 2 7:45-8:00 0 1 0 1 1 0 0 1 0 0 0 0 0 2 8:00-8:15 0 4 0 4 1 0 0 1 0 0 0 0 0 5 8:15-8:30 0 3 0 3 1 0 0 1 0 0 0 0 0 4 8:30-8:45 0 6 0 6 1 0 0 1 0 0 0 0 0 7 8:45-9:00 0 2 0 2 2 0 0 2 0 0 0 0 0 4 9:00-9:15 0 5 0 5 1 0 0 1 0 0 0 0 0 6 9:15-9:30 0 4 0 4 4 0 0 4 0 0 0 0 0 8 9:30-9:45 0 1 0 1 2 0 0 2 0 0 0 0 0 3 9:45 - 10:00 0 5 0 5 1 0 0 1 0 0 0 0 0 6 10:00-10:15 0 1 0 1 2 0 0 2 0 0 0 0 0 3 10:15-10:30 0 3 0 3 2 0 0 2 0 0 0 0 0 5 10:30-10:45 0 0 0 0 1 0 0 1 0 0 0 0 0 1 10:45-11:00 0 4 0 4 2 0 0 2 0 0 0 0 0 6 11:00-11:15 0 3 0 3 3 0 0 3 0 0 0 0 0 6 11:15-11:30 0 1 0 1 3 0 0 3 0 0 0 0 0 4 11:30-11:45 0 2 0 2 1 0 0 1 0 0 0 0 0 3 11:45-12:00 0 1 0 1 1 0 0 1 0 0 0 0 0 2 12:00-12:15 0 1 0 1 0 0 0 0 0 0 0 0 0 1 12:15-12:30 0 1 0 1 0 0 0 0 0 0 0 0 0 1 12:30-12:45 0 1 0 1 2 0 0 2 0 0 0 0 0 3 12:45 - 1:00 0 2 0 2 2 0 0 2 0 0 0 0 0 4 1:00-1:15 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1:15-1:30 0 1 0 1 1 0 0 1 0 0 0 0 0 2 1:30 - 1:45 0 3 0 3 1 0 0 1 0 0 0 0 0 4 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-2:15 0 5 0 5 0 0 0 0 0 0 0 0 0 5 2:15-2:30 0 3 0 3 3 0 0 3 0 0 0 0 0 6 2:30-2:45 0 1 0 1 1 0 0 1 0 0 0 0 0 2 2:45-3:00 0 3 0 3 2 0 0 2 0 0 0 0 0 5 3:00-3:15 0 1 0 1 0 0 0 0 0 0 0 0 0 1 3:15-3:30 0 1 0 1 1 0 0 1 0 0 0 0 0 2 3:30-3:45 0 4 0 4 1 0 0 1 0 0 0 0 0 5 3:45-4:00 0 1 0 1 0 0 0 0 0 0 0 0 0 1 4:00-4:15 0 1 0 1 1 0 0 1 0 0 0 0 0 2 4:15-4:30 0 2 0 2 2 0 0 2 0 0 0 0 0 4 4:30-4:45 0 1 0 1 2 0 0 2 0 0 0 0 0 3 4:45-5:00 0 2 0 2 0 0 0 0 0 0 0 0 0 2 5:00-5:15 0 1 0 1 1 0 0 1 0 0 0 0 0 2 5:15-5:30 0 2 0 2 1 0 0 1 0 0 0 0 0 3 5:30-5:45 0 5 0 5 1 0 0 1 0 0 0 0 0 6 5:45-6:00 0 6 0 6 0 0 0 0 0 0 0 0 0 6 6:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 1 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 2 0 2 0 0 0 0 0 0 0 0 0 2 12 Hr Totals 0 101 0 0 101 0 54 0 0 54 0 0 0 0 0 0 0 0 0 0 155 40 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Peters Creek Road Date: April 13, 2023 and: Alpine Road Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 4 0 0 4 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 8 7:15-8:15 0 7 0 0 7 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 11 7:30-8:30 0 9 0 0 9 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 13 7:45-8:45 0 14 0 0 14 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 18 8:00 - 9:00 0 15 0 0 15 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 20 8:15-9:15 0 16 0 0 16 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 21 8:30 - 9:30 0 17 0 0 17 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 25 8:45-9:45 0 12 0 0 12 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 21 9:00 - 10:00 0 15 0 0 15 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 23 9:15-10:15 0 11 0 0 11 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 20 9:30 - 10:30 0 10 0 0 10 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 17 9:45 - 10:45 0 9 0 0 9 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 15 10:00-11:00 0 8 0 0 8 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 15 10:15-11:15 0 10 0 0 10 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 18 10:30-11:30 0 8 0 0 8 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 17 10:45-11:45 0 10 0 0 10 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 19 11:00-12:00 0 7 0 0 7 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 15 11:15-12:15 0 5 0 0 5 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 10 11:30-12:30 0 5 0 0 5 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 7 11:45-12:45 0 4 0 0 4 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 7 12:00 - 1:00 0 5 0 0 5 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 9 12:15-1:15 0 5 0 0 5 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 9 12:30 - 1:30 0 5 0 0 5 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 10 12:45 - 1:45 0 7 0 0 7 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 11 1:00-2:00 0 5 0 0 5 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 7 1:15-2:15 0 9 0 0 9 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 11 1:30-2:30 0 11 0 0 11 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 15 1:45-2:45 0 9 0 0 9 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 13 2:00-3:00 0 12 0 0 12 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 18 2:15-3:15 0 8 0 0 8 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 14 2:30-3:30 0 6 0 0 6 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 10 2:45-3:45 0 9 0 0 9 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 13 3:00-4:00 0 7 0 0 7 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 9 3:15-4:15 0 7 0 0 7 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 10 3:30-4:30 0 8 0 0 8 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 12 3:45-4:45 0 5 0 0 5 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 10 4:00-5:00 0 6 0 0 6 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 11 4:15-5:15 0 6 0 0 6 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 11 4:30-5:30 0 6 0 0 6 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 10 4:45-5:45 0 10 0 0 10 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 13 5:00-6:00 0 14 0 0 14 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 17 5:15-6:15 0 14 0 0 14 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 16 5:30-6:30 0 12 0 0 12 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 13 5:45-6:45 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 6:00-7:00 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 PEAK HOUR 7:30 - 8:30 0 9 0 0 9 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 13 0% 1% 0% 0% 1% 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 5:00 - 6:00 0 14 0 0 14 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 17 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 41 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 1 0 0 1 0 0 0 0 0 1 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:15 0 1 0 1 0 0 0 0 0 0 0 0 0 1 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Hr Totals 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 42 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:15-8:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:30-8:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-11:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:30-11:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45-11:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00-12:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:30 - 8:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Peters Creek Road Date: April 13, 2023 Thursday and: Alpine Road Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 TIME NORTH LEG SOUTH LEG Peters Creek Road Peters Creek Road Pedestrians Bicycles Pedestrians Bicycles AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15-12:30 0 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 0 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 0 0 0 0 44 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Peters Creek Road Date: April 13, 2023 Thursday and: Alpine Road Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 EAST LEG WEST LEG Alpine Road Pedestrians Bicycles Pedestrians Bicycles AM 7:00 - 7:15 0 0 7:15 - 7:30 0 0 7:30 - 7:45 0 0 7:45 - 8:00 0 0 8:00 - 8:15 0 0 8:15 - 8:30 0 0 8:30 - 8:45 0 0 8:45 - 9:00 0 0 9:00 - 9:15 0 0 9:15 - 9:30 0 0 9:30 - 9:45 0 0 9:45 - 10:00 0 0 10:00 - 10:15 0 0 10:15 - 10:30 0 0 10:30 - 10:45 1 0 10:45 - 11:00 0 0 11:00 - 11:15 0 0 11:15 - 11:30 0 0 11:30 - 11:45 0 0 11:45 - 12:00 0 0 12:00 - 12:15 0 0 12:15 - 12:30 0 0 12:30 - 12:45 0 0 12:45 - 1:00 0 0 1:00 - 1:15 0 0 1:15 - 1:30 0 0 1:30 - 1:45 1 0 1:45 - 2:00 0 0 2:00 - 2:15 0 0 2:15 - 2:30 0 0 2:30 - 2:45 0 0 2:45 - 3:00 0 0 3:00 - 3:15 0 0 3:15 - 3:30 0 0 3:30 - 3:45 0 0 3:45 - 4:00 0 0 4:00 - 4:15 0 0 4:15 - 4:30 0 0 4:30 - 4:45 0 0 4:45 - 5:00 0 0 5:00 - 5:15 0 0 5:15 - 5:30 0 0 5:30 - 5:45 0 0 5:45 - 6:00 0 0 6:00 - 6:15 0 0 6:15 - 6:30 1 0 6:30 - 6:45 0 0 6:45 - 7:00 0 0 TOTALS 0 0 3 0 45 TOTALS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN rim Thursday if _al. t/�J�h Star Rating: - ■� TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM EAST THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 2 148 0 0 150 0 102 3 2 107 0 0 0 0 0 6 0 1 0 7 264 7:15 - 7:30 2 191 0 0 193 0 133 6 3 142 0 0 0 0 0 7 0 3 0 10 345 7:30 - 7:45 4 266 0 0 270 0 167 15 6 188 0 0 0 0 0 26 0 2 0 28 486 7:45-8:00 10 249 0 0 259 0 176 36 10 222 0 0 0 0 0 27 0 2 0 29 510 8:00 - 8:15 5 232 0 0 237 0 163 26 2 191 0 0 0 0 0 26 0 3 0 29 457 8:15 - 8:30 4 191 0 2 197 0 161 17 7 185 0 0 0 0 0 33 0 3 0 36 418 8:30 - 8:45 2 263 0 1 266 0 161 9 0 170 0 0 0 0 0 17 0 1 0 18 454 8:45 - 9:00 1 268 0 0 269 0 135 14 5 154 0 0 0 0 0 13 0 1 0 14 437 9:00 - 9:15 1 153 0 2 156 0 150 4 3 157 0 0 0 0 0 8 0 4 0 12 325 9:15 - 9:30 0 161 0 1 162 0 150 13 5 168 0 0 0 0 0 14 0 0 0 14 344 9:30 - 9:45 0 165 0 0 165 0 138 9 5 152 0 0 0 0 0 15 0 2 0 17 334 9:45 - 10:00 6 152 0 2 160 0 140 13 2 155 0 0 0 0 0 15 0 2 0 17 332 10:00-10:15 4 116 0 0 120 0 140 12 2 154 0 0 0 0 0 10 0 3 0 13 287 10:15 - 10:30 2 155 0 4 161 0 159 9 4 172 0 0 0 0 0 9 0 1 1 11 344 10:30 - 10:45 2 145 0 2 149 0 148 9 2 159 0 0 0 0 0 12 0 2 0 14 322 10:45 - 11:00 0 177 0 2 179 0 149 16 6 171 0 0 0 0 0 7 0 2 0 9 359 11:00 - 11:15 5 155 0 1 161 0 135 9 3 147 0 0 0 0 0 5 0 1 0 6 314 11:15 - 11:30 0 161 0 2 163 0 150 12 1 163 0 0 0 0 0 6 0 4 0 10 336 11:30 - 11:45 3 157 0 5 165 0 180 7 4 191 0 0 0 0 0 13 0 2 0 15 371 11:45 - 12:00 1 153 0 5 159 0 143 11 4 158 0 0 0 0 0 8 0 2 0 10 327 12:00 - 12:15 2 169 0 3 174 0 186 15 1 202 0 0 0 0 0 4 0 1 0 5 381 12:15 - 12:30 3 166 0 3 172 0 171 8 5 184 0 0 0 0 0 17 0 2 0 19 375 12:30 - 12:45 4 163 0 3 170 0 179 11 5 195 0 0 0 0 0 7 0 4 0 11 376 12:45 - 1:00 4 182 0 3 189 0 167 11 3 181 0 0 0 0 0 12 0 6 0 18 388 1:00 - 1:15 2 159 0 3 164 0 176 12 3 191 0 0 0 0 0 8 0 3 0 11 366 1:15 - 1:30 2 158 0 2 162 0 162 17 6 185 0 0 0 0 0 13 0 1 0 14 361 1:30 - 1:45 0 173 0 2 175 0 167 9 5 181 0 0 0 0 0 17 0 1 0 18 374 1:45 - 2:00 6 167 0 2 175 0 179 20 3 202 0 0 0 0 0 7 0 3 0 10 387 2:00 - 2:15 2 177 0 3 182 0 198 16 2 216 0 0 0 0 0 13 0 2 0 15 413 2:15 - 2:30 9 188 0 2 199 0 208 19 5 232 0 0 0 0 0 25 0 3 0 28 459 2:30 - 2:45 2 231 0 2 235 0 195 14 0 209 0 0 0 0 0 14 0 4 0 18 462 2:45 - 3:00 3 202 0 4 209 0 163 12 1 176 0 0 0 0 0 12 0 0 0 12 397 3:00 - 3:15 0 197 0 2 199 0 153 14 2 169 0 0 0 0 0 14 0 5 0 19 387 3:15 - 3:30 3 190 0 2 195 0 203 18 0 221 0 0 0 0 0 12 0 1 0 13 429 3:30 - 3:45 5 215 0 1 221 0 235 28 2 265 0 0 0 0 0 13 0 4 0 17 503 3:45 - 4:00 4 191 0 2 197 0 215 14 0 229 0 0 0 0 0 14 0 1 0 15 441 4:00 - 4:15 4 186 0 4 194 0 172 17 2 191 0 0 0 0 0 40 0 7 0 47 432 4:15 -4:30 4 215 0 1 220 0 199 14 1 214 0 0 0 0 0 12 0 3 0 15 449 4:30 -4:45 4 236 0 2 242 0 238 17 0 255 0 0 0 0 0 7 0 1 0 8 505 4:45 - 5:00 9 215 0 2 226 0 228 23 1 252 0 0 0 0 0 13 0 1 0 14 492 5:00 - 5:15 3 235 0 3 241 0 268 17 0 285 0 0 0 0 0 10 0 1 0 11 537 5:15 - 5:30 3 251 0 2 256 0 241 23 1 265 0 0 0 0 0 13 0 1 0 14 535 5:30 - 5:45 5 265 0 2 272 0 248 26 1 275 0 0 0 0 0 15 0 1 0 16 563 5:45 - 6:00 7 231 0 3 241 0 208 27 2 237 0 0 0 0 0 14 0 2 0 16 494 6:00 - 6:15 7 184 0 2 193 0 173 24 2 199 0 0 0 0 0 10 0 1 0 11 403 6:15 - 6:30 1 161 0 1 163 0 175 16 0 191 0 0 0 0 0 7 0 6 0 13 367 6:30 - 6:45 3 150 0 1 154 0 148 17 0 165 0 0 0 0 0 6 0 1 0 7 326 6:45 - 7:00 4 140 0 0 144 0 154 23 0 177 0 0 0 0 0 14 0 3 0 17 338 12 Hr Totals 159 9055 0 91 9305 0 8389 732 129 9250 0 0 0 0 0 640 0 110 1 751 19306 46 TOTALS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Alpine Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN ]&r � Thursday lirrjrr /'{ �h Star Rating: - ■F TIME TRAFFIC FROM NORTH on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Peters Creek Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM EAST THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Alpine Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 18 854 0 0 872 0 578 60 21 659 0 0 0 0 0 66 0 8 0 74 1605 7:15-8:15 21 938 0 0 959 0 639 83 21 743 0 0 0 0 0 86 0 10 0 96 1798 7:30-8:30 23 938 0 2 963 0 667 94 25 786 0 0 0 0 0 112 0 10 0 122 1871 7:45-8:45 21 935 0 3 959 0 661 88 19 768 0 0 0 0 0 103 0 9 0 112 1839 8:00-9:00 12 954 0 3 969 0 620 66 14 700 0 0 0 0 0 89 0 8 0 97 1766 8:15-9:15 8 875 0 5 888 0 607 44 15 666 0 0 0 0 0 71 0 9 0 80 1634 8:30-9:30 4 845 0 4 853 0 596 40 13 649 0 0 0 0 0 52 0 6 0 58 1560 8:45 - 9:45 2 747 0 3 752 0 573 40 18 631 0 0 0 0 0 50 0 7 0 57 1440 9:00-10:00 7 631 0 5 643 0 578 39 15 632 0 0 0 0 0 52 0 8 0 60 1335 9:15-10:15 10 594 0 3 607 0 568 47 14 629 0 0 0 0 0 54 0 7 0 61 1297 9:30-10:30 12 588 0 6 606 0 577 43 13 633 0 0 0 0 0 49 0 8 1 58 1297 9:45-10:45 14 568 0 8 590 0 587 43 10 640 0 0 0 0 0 46 0 8 1 55 1285 10:00-11:00 8 593 0 8 609 0 596 46 14 656 0 0 0 0 0 38 0 8 1 47 1312 10:15-11:15 9 632 0 9 650 0 591 43 15 649 0 0 0 0 0 33 0 6 1 40 1339 10:30-11:30 7 638 0 7 652 0 582 46 12 640 0 0 0 0 0 30 0 9 0 39 1331 10:45-11:45 8 650 0 10 668 0 614 44 14 672 0 0 0 0 0 31 0 9 0 40 1380 11:00-12:00 9 626 0 13 648 0 608 39 12 659 0 0 0 0 0 32 0 9 0 41 1348 11:15-12:15 6 640 0 15 661 0 659 45 10 714 0 0 0 0 0 31 0 9 0 40 1415 11:30-12:30 9 645 0 16 670 0 680 41 14 735 0 0 0 0 0 42 0 7 0 49 1454 11:45-12:45 10 651 0 14 675 0 679 45 15 739 0 0 0 0 0 36 0 9 0 45 1459 12:00-1:00 13 680 0 12 705 0 703 45 14 762 0 0 0 0 0 40 0 13 0 53 1520 12:15-1:15 13 670 0 12 695 0 693 42 16 751 0 0 0 0 0 44 0 15 0 59 1505 12:30-1:30 12 662 0 11 685 0 684 51 17 752 0 0 0 0 0 40 0 14 0 54 1491 12:45-1:45 8 672 0 10 690 0 672 49 17 738 0 0 0 0 0 50 0 11 0 61 1489 1:00-2:00 10 657 0 9 676 0 684 58 17 759 0 0 0 0 0 45 0 8 0 53 1488 1:15-2:15 10 675 0 9 694 0 706 62 16 784 0 0 0 0 0 50 0 7 0 57 1535 1:30-2:30 17 705 0 9 731 0 752 64 15 831 0 0 0 0 0 62 0 9 0 71 1633 1:45-2:45 19 763 0 9 791 0 780 69 10 859 0 0 0 0 0 59 0 12 0 71 1721 2:00-3:00 16 798 0 11 825 0 764 61 8 833 0 0 0 0 0 64 0 9 0 73 1731 2:15-3:15 14 818 0 10 842 0 719 59 8 786 0 0 0 0 0 65 0 12 0 77 1705 2:30-3:30 8 820 0 10 838 0 714 58 3 775 0 0 0 0 0 52 0 10 0 62 1675 2:45-3:45 11 804 0 9 824 0 754 72 5 831 0 0 0 0 0 51 0 10 0 61 1716 3:00-4:00 12 793 0 7 812 0 806 74 4 884 0 0 0 0 0 53 0 11 0 64 1760 3:15-4:15 16 782 0 9 807 0 825 77 4 906 0 0 0 0 0 79 0 13 0 92 1805 3:30-4:30 17 807 0 8 832 0 821 73 5 899 0 0 0 0 0 79 0 15 0 94 1825 3:45-4:45 16 828 0 9 853 0 824 62 3 889 0 0 0 0 0 73 0 12 0 85 1827 4:00-5:00 21 852 0 9 882 0 837 71 4 912 0 0 0 0 0 72 0 12 0 84 1878 4:15-5:15 20 901 0 8 929 0 933 71 2 1006 0 0 0 0 0 42 0 6 0 48 1983 4:30-5:30 19 937 0 9 965 0 975 80 2 1057 0 0 0 0 0 43 0 4 0 47 2069 4:45-5:45 20 966 0 9 995 0 985 89 3 1077 0 0 0 0 0 51 0 4 0 55 2127 5:00-6:00 18 982 0 10 1010 0 965 93 4 1062 0 0 0 0 0 52 0 5 0 57 2129 5:15-6:15 22 931 0 9 962 0 870 100 6 976 0 0 0 0 0 52 0 5 0 57 1995 5:30-6:30 20 841 0 8 869 0 804 93 5 902 0 0 0 0 0 46 0 10 0 56 1827 5:45-6:45 18 726 0 7 751 0 704 84 4 792 0 0 0 0 0 37 0 10 0 47 1590 6:00-7:00 15 635 0 4 654 0 650 80 2 732 0 0 0 0 0 37 0 11 0 48 1434 PEAK HOUR 7:30-8:30 23 938 0 2 963 0 667 94 25 786 0 0 0 0 0 112 0 10 0 122 1871 5:00-6:00 18 982 0 10 1010 0 965 93 4 1062 0 0 0 0 0 52 0 5 0 57 2129 PHF 0.917 0.945 47 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: SunnyNVarm Entered by: SN NIIF Thursday r :7jf�j Star Rating: 4 �r TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT 1HRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road 1HRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road 1HRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 15 7 12 0 34 3 0 7 0 10 6 118 13 2 139 27 59 8 0 94 277 7:15 - 7:30 26 8 16 0 50 19 3 39 0 61 7 128 25 2 162 28 85 8 0 121 394 7:30-7:45 42 21 15 0 78 42 12 45 0 99 10 174 26 1 211 43 95 14 1 153 541 7:45 - 8:00 27 3 26 0 56 8 3 23 0 34 22 194 10 2 228 12 133 26 1 172 490 8:00 - 8:15 34 1 33 0 68 5 0 13 0 18 20 158 6 9 193 10 105 24 3 142 421 8:15 - 8:30 24 0 21 0 45 6 1 5 0 12 19 175 6 2 202 5 127 17 0 149 408 8:30 - 8:45 21 0 20 0 41 4 0 14 0 18 27 204 8 2 241 8 137 14 0 159 459 8:45 - 9:00 20 2 15 0 37 9 1 9 0 19 13 218 3 5 239 9 100 12 1 122 417 9:00 - 9:15 16 0 21 0 37 4 1 11 0 16 10 124 6 2 142 7 111 16 0 134 329 9:15 - 9:30 16 1 12 0 29 3 0 7 0 10 10 121 5 5 141 6 106 18 1 131 311 9:30 - 9:45 19 1 20 0 40 8 1 5 0 14 7 130 1 0 138 4 108 14 0 126 318 9:45 - 10:00 20 0 18 0 38 3 0 13 0 16 11 123 4 0 138 2 117 12 1 132 324 10:00-10:15 17 0 16 0 33 6 0 6 0 12 14 89 9 1 113 4 103 16 0 123 281 10:15-10:30 17 4 22 0 43 6 0 9 0 15 14 124 4 5 147 7 127 21 0 155 360 10:30-10:45 25 0 25 0 50 9 1 5 0 15 9 110 3 6 128 5 123 18 1 147 340 10:45-11:00 33 1 20 0 54 7 0 9 0 16 12 113 4 8 137 3 120 9 1 133 340 11:00-11:15 19 0 25 0 44 4 1 3 0 8 16 133 5 6 160 3 103 17 1 124 336 11:15-11:30 9 0 22 0 31 5 1 12 0 18 16 137 3 6 162 8 122 13 1 144 355 11:30-11:45 25 0 16 0 41 11 1 6 0 18 14 117 3 6 140 9 157 16 1 183 382 11:45-12:00 24 0 38 0 62 2 1 17 0 20 26 122 6 8 162 4 120 14 1 139 383 12:00-12:15 20 0 32 0 52 10 0 5 0 15 27 130 5 11 173 9 170 13 0 192 432 12:15-12:30 16 1 23 0 40 5 1 7 0 13 20 145 5 9 179 12 142 14 0 168 400 12:30-12:45 18 0 15 0 33 6 0 6 0 12 15 130 4 2 151 3 148 27 0 178 374 12:45-1:00 21 1 26 0 48 8 2 7 0 17 28 155 8 7 198 7 141 11 1 160 423 1:00 - 1:15 19 1 30 0 50 5 0 5 0 10 33 131 10 3 177 9 146 19 1 175 412 1:15 - 1:30 15 1 19 0 35 5 0 10 0 15 24 119 7 5 155 7 121 18 0 146 351 1:30 - 1:45 16 2 28 0 46 2 0 7 0 9 17 146 12 5 180 7 143 14 0 164 399 1:45 - 2:00 23 1 21 0 45 10 0 17 0 27 17 138 6 0 161 16 142 19 0 177 410 2:00 - 2:15 16 0 26 0 42 11 3 11 0 25 27 134 10 5 176 14 153 14 0 181 424 2:15 - 2:30 18 1 25 0 44 24 3 31 0 58 23 112 14 4 153 23 141 21 0 185 440 2:30 - 2:45 20 2 26 0 48 15 2 33 0 50 17 162 8 7 194 11 146 20 1 178 470 2:45 - 3:00 19 0 32 0 51 15 3 16 0 34 29 157 8 3 197 6 137 17 0 160 442 3:00 - 3:15 18 0 25 0 43 11 1 14 0 26 31 140 7 2 180 9 127 22 1 159 408 3:15 - 3:30 12 0 22 0 34 5 2 14 0 21 21 164 7 5 197 9 162 19 1 191 443 3:30 - 3:45 30 0 31 0 61 9 0 15 0 24 28 172 5 5 210 9 193 24 0 226 521 3:45 - 4:00 28 0 34 0 62 12 0 17 0 29 30 145 8 3 186 17 169 24 0 210 487 4:00 - 4:15 16 1 40 0 57 4 1 14 0 19 31 135 1 4 171 10 147 24 1 182 429 4:15 - 4:30 24 0 30 0 54 7 1 11 0 19 31 184 8 2 225 8 162 19 0 189 487 4:30 - 4:45 31 1 34 0 66 9 1 14 0 24 35 173 5 6 219 9 186 24 0 219 528 4:45 - 5:00 35 0 37 0 72 9 0 9 0 18 33 173 2 4 212 9 199 31 1 240 542 5:00 - 5:15 26 0 32 0 58 6 0 13 0 19 32 206 6 4 248 10 223 21 1 255 580 5:15 - 5:30 19 0 34 0 53 6 0 8 0 14 31 221 4 5 261 13 192 34 0 239 567 5:30 - 5:45 17 0 31 0 48 7 1 8 0 16 42 229 10 7 288 11 189 34 1 235 587 5:45 - 6:00 24 1 19 0 44 5 0 10 0 15 39 204 7 7 257 13 170 23 0 206 522 6:00 - 6:15 18 0 30 0 48 5 0 10 0 15 34 160 8 6 208 11 135 19 1 166 437 6:15 - 6:30 23 0 19 0 42 3 1 10 0 14 29 140 2 2 173 9 143 22 1 175 404 6:30 - 6:45 18 0 16 0 34 7 0 10 0 17 31 126 10 3 170 7 124 10 0 141 362 6:45 - 7:00 15 0 15 0 30 11 0 4 0 15 18 106 5 3 132 5 121 18 1 145 322 12 Hr Totals 1024 62 1165 0 2251 396 49 594 0 1039 1056 7149 342 207 8754 487 6630 882 26 8025 20069 48 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: SunnyNVarm Entered by: SN NIIF Thursday r :7jf�j Star Rating: 4 �r TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT 1HRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road 1HRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road 1HRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 110 39 69 0 218 72 18 114 0 204 45 614 74 7 740 110 372 56 2 540 1702 7:15-8:15 129 33 90 0 252 74 18 120 0 212 59 654 67 14 794 93 418 72 5 588 1846 7:30-8:30 127 25 95 0 247 61 16 86 0 163 71 701 48 14 834 70 460 81 5 616 1860 7:45-8:45 106 4 100 0 210 23 4 55 0 82 88 731 30 15 864 35 502 81 4 622 1778 8:00-9:00 99 3 89 0 191 24 2 41 0 67 79 755 23 18 875 32 469 67 4 572 1705 8:15-9:15 81 2 77 0 160 23 3 39 0 65 69 721 23 11 824 29 475 59 1 564 1613 8:30-9:30 73 3 68 0 144 20 2 41 0 63 60 667 22 14 763 30 454 60 2 546 1516 8:45-9:45 71 4 68 0 143 24 3 32 0 59 40 593 15 12 660 26 425 60 2 513 1375 9:00-10:00 71 2 71 0 144 18 2 36 0 56 38 498 16 7 559 19 442 60 2 523 1282 9:15-10:15 72 2 66 0 140 20 1 31 0 52 42 463 19 6 530 16 434 60 2 512 1234 9:30-10:30 73 5 76 0 154 23 1 33 0 57 46 466 18 6 536 17 455 63 1 536 1283 9:45-10:45 79 4 81 0 164 24 1 33 0 58 48 446 20 12 526 18 470 67 2 557 1305 10:00-11:00 92 5 83 0 180 28 1 29 0 58 49 436 20 20 525 19 473 64 2 558 1321 10:15-11:15 94 5 92 0 191 26 2 26 0 54 51 480 16 25 572 18 473 65 3 559 1376 10:30-11:30 86 1 92 0 179 25 3 29 0 57 53 493 15 26 587 19 468 57 4 548 1371 10:45-11:45 86 1 83 0 170 27 3 30 0 60 58 500 15 26 599 23 502 55 4 584 1413 11:00-12:00 77 0 101 0 178 22 4 38 0 64 72 509 17 26 624 24 502 60 4 590 1456 11:15-12:15 78 0 108 0 186 28 3 40 0 71 83 506 17 31 637 30 569 56 3 658 1552 11:30-12:30 85 1 109 0 195 28 3 35 0 66 87 514 19 34 654 34 589 57 2 682 1597 11:45-12:45 78 1 108 0 187 23 2 35 0 60 88 527 20 30 665 28 580 68 1 677 1589 12:00-1:00 75 2 96 0 173 29 3 25 0 57 90 560 22 29 701 31 601 65 1 698 1629 12:15-1:15 74 3 94 0 171 24 3 25 0 52 96 561 27 21 705 31 577 71 2 681 1609 12:30-1:30 73 3 90 0 166 24 2 28 0 54 100 535 29 17 681 26 556 75 2 659 1560 12:45-1:45 71 5 103 0 179 20 2 29 0 51 102 551 37 20 710 30 551 62 2 645 1585 1:00-2:00 73 5 98 0 176 22 0 39 0 61 91 534 35 13 673 39 552 70 1 662 1572 1:15-2:15 70 4 94 0 168 28 3 45 0 76 85 537 35 15 672 44 559 65 0 668 1584 1:30-2:30 73 4 100 0 177 47 6 66 0 119 84 530 42 14 670 60 579 68 0 707 1673 1:45-2:45 77 4 98 0 179 60 8 92 0 160 84 546 38 16 684 64 582 74 1 721 1744 2:00-3:00 73 3 109 0 185 65 11 91 0 167 96 565 40 19 720 54 577 72 1 704 1776 2:15-3:15 75 3 108 0 186 65 9 94 0 168 100 571 37 16 724 49 551 80 2 682 1760 2:30-3:30 69 2 105 0 176 46 8 77 0 131 98 623 30 17 768 35 572 78 3 688 1763 2:45-3:45 79 0 110 0 189 40 6 59 0 105 109 633 27 15 784 33 619 82 2 736 1814 3:00-4:00 88 0 112 0 200 37 3 60 0 100 110 621 27 15 773 44 651 89 2 786 1859 3:15-4:15 86 1 127 0 214 30 3 60 0 93 110 616 21 17 764 45 671 91 2 809 1880 3:30-4:30 98 1 135 0 234 32 2 57 0 91 120 636 22 14 792 44 671 91 1 807 1924 3:45-4:45 99 2 138 0 239 32 3 56 0 91 127 637 22 15 801 44 664 91 1 800 1931 4:00-5:00 106 2 141 0 249 29 3 48 0 80 130 665 16 16 827 36 694 98 2 830 1986 4:15-5:15 116 1 133 0 250 31 2 47 0 80 131 736 21 16 904 36 770 95 2 903 2137 4:30-5:30 111 1 137 0 249 30 1 44 0 75 131 773 17 19 940 41 800 110 2 953 2217 4:45 - 5:45 97 0 134 0 231 28 1 38 0 67 138 829 22 20 1009 43 803 120 3 969 2276 5:00-6:00 86 1 116 0 203 24 1 39 0 64 144 860 27 23 1054 47 774 112 2 935 2256 5:15-6:15 78 1 114 0 193 23 1 36 0 60 146 814 29 25 1014 48 686 110 2 846 2113 5:30-6:30 82 1 99 0 182 20 2 38 0 60 144 733 27 22 926 44 637 98 3 782 1950 5:45-6:45 83 1 84 0 168 20 1 40 0 61 133 630 27 18 808 40 572 74 2 688 1725 6:00-7:00 74 0 80 0 154 26 1 34 0 61 112 532 25 14 683 32 523 69 3 627 1525 PEAK HOUR 7:30-8:30 127 25 95 0 247 61 16 86 0 163 71 701 48 14 834 70 460 81 5 616 1860 4:45-5:45 97 0 134 0 231 28 1 38 0 67 138 829 22 20 1009 43 803 120 3 969 2276 49 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- /fpijl TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 1 0 1 0 0 0 0 0 0 5 1 0 6 1 4 0 0 5 12 7:15-7:30 0 3 1 0 4 5 0 1 0 6 0 4 2 0 6 3 2 1 0 6 22 7:30-7:45 0 0 1 0 1 3 0 2 0 5 2 2 1 0 5 1 5 0 0 6 17 7:45-8:00 1 0 0 0 1 0 0 0 0 0 1 13 0 0 14 0 1 1 0 2 17 8:00-8:15 1 0 1 0 2 0 0 0 0 0 0 9 0 0 9 0 4 0 0 4 15 8:15-8:30 1 0 2 0 3 0 0 0 0 0 0 2 0 0 2 0 5 5 0 10 15 8:30-8:45 0 0 0 0 0 0 0 0 0 0 1 8 0 0 9 0 10 0 0 10 19 8:45-9:00 0 0 0 0 0 0 0 0 0 0 1 5 0 0 6 1 1 0 0 2 8 9:00-9:15 0 0 2 0 2 0 1 0 0 1 0 2 0 0 2 0 3 1 0 4 9 9:15-9:30 1 0 0 0 1 0 0 0 0 0 0 6 0 0 6 1 14 0 1 16 23 9:30-9:45 1 0 0 0 1 1 0 0 0 1 1 3 0 0 4 0 5 0 0 5 11 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 3 0 0 3 6 10:00-10:15 0 0 2 0 2 0 0 0 0 0 0 5 1 0 6 0 4 1 0 5 13 10:15-10:30 0 0 3 0 3 0 0 0 0 0 0 2 0 0 2 0 5 1 0 6 11 10:30-10:45 4 0 0 0 4 0 0 0 0 0 0 2 0 0 2 0 4 0 0 4 10 10:45-11:00 1 1 0 0 2 0 0 1 0 1 0 6 0 0 6 0 9 0 0 9 18 11:00-11:15 0 0 1 0 1 1 0 0 0 1 0 4 0 0 4 0 3 1 0 4 10 11:15-11:30 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 7 11:30-11:45 1 0 0 0 1 0 0 0 0 0 0 7 1 0 8 0 0 1 0 1 10 11:45-12:00 0 0 2 0 2 0 0 0 0 0 2 0 0 0 2 0 1 0 0 1 5 12:00-12:15 0 0 0 0 0 1 0 0 0 1 0 4 0 0 4 0 1 0 0 1 6 12:15-12:30 0 0 2 0 2 0 0 1 0 1 1 5 1 0 7 0 2 1 0 3 13 12:30-12:45 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 2 0 0 2 5 12:45 - 1:00 0 0 2 0 2 0 0 0 0 0 1 5 0 0 6 0 5 0 0 5 13 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 0 0 2 6 1:15-1:30 1 1 1 0 3 0 0 1 0 1 4 3 0 0 7 0 3 0 0 3 14 1:30 - 1:45 3 0 0 0 3 0 0 1 0 1 0 2 0 0 2 1 5 1 0 7 13 1:45-2:00 0 0 1 0 1 0 0 0 0 0 1 5 1 0 7 1 6 0 0 7 15 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 7 6 1 0 14 16 2:15-2:30 0 0 0 0 0 7 2 2 0 11 1 4 1 0 6 0 5 0 0 5 22 2:30-2:45 0 0 3 0 3 0 0 2 0 2 1 7 2 0 10 1 3 0 0 4 19 2:45-3:00 1 1 0 0 2 1 0 3 0 4 0 7 0 0 7 2 4 0 0 6 19 3:00-3:15 1 0 0 0 1 0 0 1 0 1 0 4 0 0 4 0 3 1 0 4 10 3:15-3:30 0 0 1 0 1 0 0 0 0 0 1 7 0 0 8 0 4 1 0 5 14 3:30 - 3:45 2 0 0 0 2 0 0 1 0 1 1 4 0 0 5 1 10 1 0 12 20 3:45-4:00 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 0 4 0 0 4 11 4:00-4:15 1 0 0 0 1 0 0 0 0 0 0 5 0 0 5 0 2 0 0 2 8 4:15-4:30 0 0 2 0 2 0 0 0 0 0 0 3 1 0 4 0 3 0 0 3 9 4:30-4:45 0 0 0 0 0 1 1 0 0 2 0 2 1 0 3 0 2 0 0 2 7 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 3 0 0 3 8 5:00-5:15 0 1 0 0 1 0 0 0 0 0 2 4 0 0 6 0 3 0 0 3 10 5:15-5:30 0 0 0 0 0 1 0 0 0 1 0 7 0 0 7 0 1 1 0 2 10 5:30-5:45 0 0 0 0 0 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 6 5:45-6:00 1 0 1 0 2 0 0 0 0 0 1 6 0 0 7 0 1 0 0 1 10 6:00-6:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 3 6:30-6:45 2 0 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12 Hr Totals 24 7 31 0 62 21 4 16 0 41 25 204 14 0 243 20 168 20 1 209 555 50 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- /fpijl TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 1 3 3 0 7 8 0 3 0 11 3 24 4 0 31 5 12 2 0 19 68 7:15-8:15 2 3 3 0 8 8 0 3 0 11 3 28 3 0 34 4 12 2 0 18 71 7:30 - 8:30 3 0 4 0 7 3 0 2 0 5 3 26 1 0 30 1 15 6 0 22 64 7:45 - 8:45 3 0 3 0 6 0 0 0 0 0 2 32 0 0 34 0 20 6 0 26 66 8:00 - 9:00 2 0 3 0 5 0 0 0 0 0 2 24 0 0 26 1 20 5 0 26 57 8:15-9:15 1 0 4 0 5 0 1 0 0 1 2 17 0 0 19 1 19 6 0 26 51 8:30 - 9:30 1 0 2 0 3 0 1 0 0 1 2 21 0 0 23 2 28 1 1 32 59 8:45 - 9:45 2 0 2 0 4 1 1 0 0 2 2 16 0 0 18 2 23 1 1 27 51 9:00 - 10:00 2 0 2 0 4 1 1 0 0 2 2 13 0 0 15 1 25 1 1 28 49 9:15 - 10:15 2 0 2 0 4 1 0 0 0 1 2 16 1 0 19 1 26 1 1 29 53 9:30 - 10:30 1 0 5 0 6 1 0 0 0 1 2 12 1 0 15 0 17 2 0 19 41 9:45 - 10:45 4 0 5 0 9 0 0 0 0 0 1 11 1 0 13 0 16 2 0 18 40 10:00 - 11:00 5 1 5 0 11 0 0 1 0 1 0 15 1 0 16 0 22 2 0 24 52 10:15 - 1 1:15 5 1 4 0 10 1 0 1 0 2 0 14 0 0 14 0 21 2 0 23 49 10:30 - 11:30 5 1 2 0 8 1 0 1 0 2 0 15 0 0 15 0 19 1 0 20 45 10:45 - 11:45 2 1 2 0 5 1 0 1 0 2 0 20 1 0 21 0 15 2 0 17 45 11:00 - 12:00 1 0 4 0 5 1 0 0 0 1 2 14 1 0 17 0 7 2 0 9 32 11:15-12:15 1 0 3 0 4 1 0 0 0 1 2 14 1 0 17 0 5 1 0 6 28 11:30 - 12:30 1 0 4 0 5 1 0 1 0 2 3 16 2 0 21 0 4 2 0 6 34 11:45 - 12:45 0 0 4 0 4 1 0 1 0 2 4 11 1 0 16 0 6 1 0 7 29 12:00 - 1:00 0 0 4 0 4 1 0 1 0 2 3 16 1 0 20 0 10 1 0 11 37 12:15-1:15 0 0 4 0 4 0 0 1 0 1 3 16 1 0 20 0 11 1 0 12 37 12:30 - 1:30 1 1 3 0 5 0 0 1 0 1 6 14 0 0 20 0 12 0 0 12 38 12:45 - 1:45 4 1 3 0 8 0 0 2 0 2 5 14 0 0 19 1 15 1 0 17 46 1:00 - 2:00 4 1 2 0 7 0 0 2 0 2 5 14 1 0 20 2 16 1 0 19 48 1:15-2:15 4 1 2 0 7 0 0 2 0 2 5 11 2 0 18 9 20 2 0 31 58 1:30 - 2:30 3 0 1 0 4 7 2 3 0 12 2 12 3 0 17 9 22 2 0 33 66 1:45 - 2:45 0 0 4 0 4 7 2 4 0 13 3 17 5 0 25 9 20 1 0 30 72 2:00 - 3:00 1 1 3 0 5 8 2 7 0 17 2 19 4 0 25 10 18 1 0 29 76 2:15 - 3:15 2 1 3 0 6 8 2 8 0 18 2 22 3 0 27 3 15 1 0 19 70 2:30 - 3:30 2 1 4 0 7 1 0 6 0 7 2 25 2 0 29 3 14 2 0 19 62 2:45 - 3:45 4 1 1 0 6 1 0 5 0 6 2 22 0 0 24 3 21 3 0 27 63 3:00 - 4:00 3 0 2 0 5 0 0 2 0 2 2 21 0 0 23 1 21 3 0 25 55 3:15 - 4:15 3 0 2 0 5 0 0 1 0 1 2 22 0 0 24 1 20 2 0 23 53 3:30 - 4:30 3 0 3 0 6 0 0 1 0 1 1 18 1 0 20 1 19 1 0 21 48 3:45 - 4:45 1 0 3 0 4 1 1 0 0 2 0 16 2 0 18 0 11 0 0 11 35 4:00 - 5:00 1 0 2 0 3 1 1 0 0 2 0 15 2 0 17 0 10 0 0 10 32 4:15-5:15 0 1 2 0 3 1 1 0 0 2 2 14 2 0 18 0 11 0 0 11 34 4:30 - 5:30 0 1 0 0 1 2 1 0 0 3 2 18 1 0 21 0 9 1 0 10 35 4:45 - 5:45 0 1 0 0 1 1 0 0 0 1 3 21 0 0 24 0 7 1 0 8 34 5:00 - 6:00 1 1 1 0 3 1 0 0 0 1 4 22 0 0 26 0 5 1 0 6 36 5:15-6:15 2 0 1 0 3 1 0 0 0 1 2 18 0 0 20 0 3 1 0 4 28 5:30-6:30 2 0 1 0 3 0 0 0 0 0 2 13 0 0 15 0 2 1 0 3 21 5:45 - 6:45 4 0 1 0 5 0 0 0 0 0 1 13 0 0 14 0 2 1 0 3 22 6:00-7:00 3 0 0 0 3 0 0 0 0 0 0 7 0 0 7 0 2 1 0 3 13 PEAK HOUR 7:30 - 8:30 3 0 4 0 7 3 0 2 0 5 3 26 1 0 30 1 15 6 0 22 64 4:45 - 5:45 0 1 0 0 1 1 0 0 0 1 3 21 0 0 24 0 7 1 0 8 34 51 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Peters Creek Road Date: April 13, 2023 and: Barrens Road Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- /fpijl TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 5 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 1 4 0 0 5 9 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 9:45 - 10:00 0 0 0 0 0 0 0 1 0 1 0 3 0 0 3 0 1 0 0 1 5 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 3 10:15-10:30 0 0 1 0 1 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 6 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 6 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 1 0 3 4 11:30-11:45 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 4 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 2:00-2:15 1 0 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6 2:15-2:30 0 0 0 0 0 0 0 0 0 0 1 3 0 0 4 0 1 0 0 1 5 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 5 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 3:45-4:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 3 0 0 3 5 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 6 5:45-6:00 1 0 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 12 Hr Totals 4 0 1 0 5 0 0 1 0 1 1 94 0 0 95 1 48 4 0 53 154 52 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Peters Creek Road Date: April 13, 2023 and: Barrens Road Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- /fpijl TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 3 0 0 3 7 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 3 0 0 3 10 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 3 0 0 3 11 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 3 0 0 3 15 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 13 0 0 13 0 4 0 0 4 17 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 13 0 0 13 0 4 0 0 4 17 8:30 - 9:30 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 1 7 0 0 8 23 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 1 9 0 0 10 21 9:00 - 10:00 0 0 0 0 0 0 0 1 0 1 0 12 0 0 12 1 8 0 0 9 22 9:15-10:15 0 0 0 0 0 0 0 1 0 1 0 9 0 0 9 1 8 1 0 10 20 9:30 - 10:30 0 0 1 0 1 0 0 1 0 1 0 8 0 0 8 0 6 1 0 7 17 9:45 - 10:45 0 0 1 0 1 0 0 1 0 1 0 7 0 0 7 0 5 1 0 6 15 10:00-11:00 0 0 1 0 1 0 0 0 0 0 0 8 0 0 8 0 5 1 0 6 15 10:15-11:15 0 0 1 0 1 0 0 0 0 0 0 10 0 0 10 0 7 0 0 7 18 10:30-11:30 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 7 1 0 8 16 10:45-11:45 1 0 0 0 1 0 0 0 0 0 0 9 0 0 9 0 8 1 0 9 19 11:00-12:00 1 0 0 0 1 0 0 0 0 0 0 7 0 0 7 0 8 1 0 9 17 11:15-12:15 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 5 1 0 6 11 11:30-12:30 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 9 11:45-12:45 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 3 0 0 3 9 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 4 0 0 4 9 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 4 0 0 4 10 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 4 0 0 4 11 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 3 0 0 3 10 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 1 1 0 2 8 1:15-2:15 1 0 0 0 1 0 0 0 0 0 0 10 0 0 10 0 1 1 0 2 13 1:30-2:30 1 0 0 0 1 0 0 0 0 0 1 11 0 0 12 0 1 1 0 2 15 1:45-2:45 1 0 0 0 1 0 0 0 0 0 1 8 0 0 9 0 4 1 0 5 15 2:00-3:00 1 0 0 0 1 0 0 0 0 0 1 11 0 0 12 0 6 0 0 6 19 2:15-3:15 0 0 0 0 0 0 0 0 0 0 1 7 0 0 8 0 6 1 0 7 15 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 6 1 0 7 12 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 4 1 0 5 14 3:00-4:00 1 0 0 0 1 0 0 0 0 0 0 6 0 0 6 0 2 1 0 3 10 3:15-4:15 1 0 0 0 1 0 0 0 0 0 0 6 0 0 6 0 3 0 0 3 10 3:30-4:30 1 0 0 0 1 0 0 0 0 0 0 7 0 0 7 0 5 0 0 5 13 3:45-4:45 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 5 0 0 5 10 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 5 0 0 5 11 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 4 0 0 4 10 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 2 0 0 2 8 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 2 0 0 2 12 5:00-6:00 1 0 0 0 1 0 0 0 0 0 0 13 0 0 13 0 2 0 0 2 16 5:15-6:15 1 0 0 0 1 0 0 0 0 0 0 13 0 0 13 0 2 0 0 2 16 5:30-6:30 1 0 0 0 1 0 0 0 0 0 0 11 0 0 11 0 1 0 0 1 13 5:45-6:45 1 0 0 0 1 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 7 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 PEAK HOUR 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 3 0 0 3 11 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 1% 0% 1% 0% 0% 0% 4:45 - 5:45 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 2 0 0 2 12 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 53 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- /fpijl TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 7:45-8:00 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Hr Totals 1 0 1 0 2 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 4 54 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 �;:� '?lIT/]f!!- /fpijl TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 3 7:15-8:15 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 3 7:30-8:30 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 3 7:45-8:45 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-11:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:30-11:30 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45-11:45 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00-12:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:30 - 8:30 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 3 4:45 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Peters Creek Road Date: April 13, 2023 Thursday and: Barrens Road Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 TIME NORTH LEG SOUTH LEG Barrens Road Barrens Road Pedestrians Bicycles Pedestrians Bicycles AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 1 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 1 0 0 0 10:45 - 11:00 0 0 0 0 11:00 - 11:15 0 0 1 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15-12:30 0 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 1 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 0 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 2 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 4 0 2 0 56 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Peters Creek Road Date: April 13, 2023 Thursday and: Barrens Road Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 EAST LEG WEST LEG Peters Creek Road Peters Creek Road Pedestrians Bicycles Pedestrians Bicycles AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 1 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15-12:30 0 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 0 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 1 0 0 0 57 TOTALS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN �-i iii„ Thursday lirr tlM4r�A% l� Star Rating: - TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM EAST Peters Creek Road THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 15 7 13 0 35 3 0 7 0 10 6 124 14 2 146 28 64 8 0 100 291 7:15-7:30 26 11 17 0 54 24 3 40 0 67 7 133 27 2 169 31 88 9 0 128 418 7:30-7:45 42 21 16 0 79 45 12 47 0 104 12 177 27 1 217 44 100 14 1 159 559 7:45-8:00 28 3 26 0 57 8 3 23 0 34 23 208 10 2 243 12 135 27 1 175 509 8:00-8:15 35 1 34 0 70 5 0 13 0 18 20 171 6 9 206 10 110 24 3 147 441 8:15-8:30 25 0 23 0 48 6 1 5 0 12 19 179 6 2 206 5 133 22 0 160 426 8:30-8:45 21 0 20 0 41 4 0 14 0 18 28 217 8 2 255 8 147 14 0 169 483 8:45-9:00 20 2 15 0 37 9 1 9 0 19 14 225 3 5 247 10 103 12 1 126 429 9:00-9:15 16 0 23 0 39 4 2 11 0 17 10 130 6 2 148 7 115 17 0 139 343 9:15-9:30 17 1 12 0 30 3 0 7 0 10 10 131 5 5 151 8 124 18 2 152 343 9:30 - 9:45 20 1 20 0 41 9 1 5 0 15 8 134 1 0 143 4 115 14 0 133 332 9:45-10:00 20 0 18 0 38 3 0 14 0 17 12 128 4 0 144 2 121 12 1 136 335 10:00-10:15 17 0 18 0 35 6 0 6 0 12 14 95 10 1 120 4 108 18 0 130 297 10:15-10:30 17 4 26 0 47 6 0 9 0 15 14 129 4 5 152 7 134 22 0 163 377 10:30-10:45 29 0 25 0 54 9 1 5 0 15 9 112 3 6 130 5 128 18 1 152 351 10:45-11:00 34 2 20 0 56 7 0 10 0 17 12 123 4 8 147 3 130 9 1 143 363 11:00-11:15 19 0 26 0 45 5 1 3 0 9 16 140 5 6 167 3 109 18 1 131 352 11:15-11:30 9 0 23 0 32 5 1 12 0 18 16 141 3 6 166 8 127 14 1 150 366 11:30-11:45 27 0 16 0 43 11 1 6 0 18 14 125 4 6 149 9 159 17 1 186 396 11:45-12:00 24 0 40 0 64 2 1 17 0 20 28 124 6 8 166 4 122 14 1 141 391 12:00-12:15 20 0 32 0 52 11 0 5 0 16 27 134 5 11 177 9 171 13 0 193 438 12:15-12:30 16 1 25 0 42 5 1 8 0 14 21 151 6 9 187 12 145 15 0 172 415 12:30-12:45 18 0 15 0 33 6 0 6 0 12 16 135 4 2 157 3 151 27 0 181 383 12:45-1:00 21 1 28 0 50 8 2 7 0 17 29 161 8 7 205 7 148 11 1 167 439 1:00-1:15 19 1 30 0 50 5 0 5 0 10 33 136 10 3 182 9 148 19 1 177 419 1:15-1:30 16 2 20 0 38 5 0 11 0 16 28 124 7 5 164 7 125 18 0 150 368 1:30-1:45 19 2 28 0 49 2 0 8 0 10 17 151 12 5 185 8 148 15 0 171 415 1:45-2:00 23 1 22 0 46 10 0 17 0 27 18 143 7 0 168 17 148 20 0 185 426 2:00-2:15 17 0 26 0 43 11 3 11 0 25 27 140 11 5 183 21 159 15 0 195 446 2:15-2:30 18 1 25 0 44 31 5 33 0 69 25 119 15 4 163 23 147 21 0 191 467 2:30-2:45 20 2 29 0 51 15 2 35 0 52 18 169 10 7 204 12 152 20 1 185 492 2:45-3:00 20 1 32 0 53 16 3 19 0 38 29 167 8 3 207 8 143 17 0 168 466 3:00-3:15 19 0 25 0 44 11 1 15 0 27 31 145 7 2 185 9 130 24 1 164 420 3:15-3:30 12 0 23 0 35 5 2 14 0 21 22 172 7 5 206 9 167 20 1 197 459 3:30-3:45 32 0 31 0 63 9 0 16 0 25 29 180 5 5 219 10 204 25 0 239 546 3:45-4:00 29 0 35 0 64 12 0 17 0 29 30 151 8 3 192 17 173 24 0 214 499 4:00-4:15 17 1 40 0 58 4 1 14 0 19 31 141 1 4 177 10 150 24 1 185 439 4:15-4:30 24 0 32 0 56 7 1 11 0 19 31 189 9 2 231 8 168 19 0 195 501 4:30-4:45 31 1 34 0 66 10 2 14 0 26 35 176 6 6 223 9 189 24 0 222 537 4:45-5:00 35 0 37 0 72 9 0 9 0 18 33 180 2 4 219 9 202 31 1 243 552 5:00-5:15 26 1 32 0 59 6 0 13 0 19 34 211 6 4 255 10 226 21 1 258 591 5:15-5:30 19 0 34 0 53 7 0 8 0 15 31 230 4 5 270 13 194 35 0 242 580 5:30-5:45 17 0 31 0 48 7 1 8 0 16 43 239 10 7 299 11 190 34 1 236 599 5:45-6:00 26 1 20 0 47 5 0 10 0 15 40 215 7 7 269 13 171 23 0 207 538 6:00-6:15 19 0 30 0 49 5 0 10 0 15 34 161 8 6 209 11 136 19 1 167 440 6:15-6:30 23 0 19 0 42 3 1 10 0 14 29 142 2 2 175 9 143 23 1 176 407 6:30-6:45 20 0 16 0 36 7 0 10 0 17 31 131 10 3 175 7 124 10 0 141 369 6:45-7:00 15 0 15 0 30 11 0 4 0 15 18 108 5 3 134 5 122 18 1 146 325 12 Hr Totals 1052 69 1197 0 2318 417 53 611 0 1081 1082 7447 356 207 9092 508 6846 906 27 8287 20778 58 TOTALS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Peters Creek Road and: Barrens Road Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN �-i iii„ Thursday lirr GM/0 Star Rating: _ ■� TIME TRAFFIC FROM NORTH on: Barrens Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Barrens Road THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Peters Creek Road RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Peters Creek Road THRU LEFT U-TN TOTAL TOTAL N +S E + W 1 Hr Totals W 0 N 0 V o rn o 0 CO o m o 0 CD CO CO w r o CO CD CD 0 0 0 r CD CVr N NI- 0, coo 0 r co co CV CO COr m r O O CO COO O V V m CV NI" O r O CV CO O CO 0,0 0,O 0 O CDN O N CDO O N 0,r 0 0 rn rn 0 0 co 0 0 0 0 0 0 co co co co 0 o r r r r co o r r r 0 m 0 r m 0 0 rn rn 0 0 V V. CO 1- V N r 0 O N N N N N N m M 0 DCr N M O V O m O r O O r V 0 0 o m 0 N N N 0 O O m O CO M N W O m O O O CO O COO 0,r CDr O M V O N r r M V O co O N r 0))- r 0 N N m O O N CO O CO O co V m V co m O V V V co o N CO CO r m O CO,r co V r W co r O O r V m F. � r FA FA V V V V u F F S 02 2 2 L 0 0 0 0 0 0 0 g g E o o r r 2 0 r o 0 CO N V o N N 0 v o 0 rn co co V O 0 N CO 0 r CD r CO 0 m 0 CN r o m m o 0 o v N NI- co 0 0 r co v v v v v NI -co co co 0 0 0 rn rn O CD 0, CO CO CDo o N N m m m V V V V m 7:00-8:00 111 42 72 0 225 80 18 117 0 215 115 387 58 2 562 1777 7:15-8:15 131 36 93 0 260 82 18 123 0 223 97 433 74 5 609 1927 7:30-8:30 130 25 99 0 254 64 16 88 0 168 71 478 87 5 641 1935 7:45-8:45 109 4 103 0 216 23 4 55 0 82 35 525 87 4 651 1859 8:00-9:00 101 3 92 0 196 24 2 41 0 67 33 493 72 4 602 1779 8:15-9:15 82 2 81 0 165 23 4 39 0 66 30 498 65 1 594 1681 8:30-9:30 74 3 70 0 147 20 3 41 0 64 33 489 61 3 586 1598 8:45-9:45 73 4 70 0 147 25 4 32 0 61 29 457 61 3 550 1447 9:00-10:00 73 2 73 0 148 19 3 37 0 59 21 475 61 3 560 1353 9:15-10:15 74 2 68 0 144 21 1 32 0 54 18 468 62 3 551 1307 9:30-10:30 74 5 82 0 161 24 1 34 0 59 17 478 66 1 562 1341 9:45-10:45 83 4 87 0 174 24 1 34 0 59 18 491 70 2 581 1360 10:00-11:00 97 6 89 0 192 28 1 30 0 59 19 500 67 2 588 1388 10:15-11:15 99 6 97 0 202 27 2 27 0 56 18 501 67 3 589 1443 10:30-11:30 91 2 94 0 187 26 3 30 0 59 19 494 59 4 576 1432 10:45-11:45 89 2 85 0 176 28 3 31 0 62 23 525 58 4 610 1477 11:00-12:00 79 0 105 0 184 23 4 38 0 65 24 517 63 4 608 1505 11:15-12:15 80 0 111 0 191 29 3 40 0 72 30 579 58 3 670 1591 11:30-12:30 87 1 113 0 201 29 3 36 0 68 34 597 59 2 692 1640 11:45-12:45 78 1 112 0 191 24 2 36 0 62 28 589 69 1 687 1627 12:00-1:00 75 2 100 0 177 30 3 26 0 59 31 615 66 1 713 1675 12:15-1:15 74 3 98 0 175 24 3 26 0 53 31 592 72 2 697 1656 12:30-1:30 74 4 93 0 171 24 2 29 0 55 26 572 75 2 675 1609 12:45-1:45 75 6 106 0 187 20 2 31 0 53 31 569 63 2 665 1641 1:00-2:00 77 6 100 0 183 22 0 41 0 63 41 569 72 1 683 1628 1:15-2:15 75 5 96 0 176 28 3 47 0 78 53 580 68 0 701 1655 1:30-2:30 77 4 101 0 182 54 8 69 0 131 69 602 71 0 742 1754 1:45-2:45 78 4 102 0 184 67 10 96 0 173 73 606 76 1 756 1831 2:00-3:00 75 4 112 0 191 73 13 98 0 184 64 601 73 1 739 1871 2:15-3:15 77 4 111 0 192 73 11 102 0 186 52 572 82 2 708 1845 2:30-3:30 71 3 109 0 183 47 8 83 0 138 38 592 81 3 714 1837 2:45-3:45 83 1 111 0 195 41 6 64 0 111 36 644 86 2 768 1891 3:00-4:00 92 0 114 0 206 37 3 62 0 102 45 674 93 2 814 1924 3:15-4:15 90 1 129 0 220 30 3 61 0 94 46 694 93 2 835 1943 3:30-4:30 102 1 138 0 241 32 2 58 0 92 45 695 92 1 833 1985 3:45-4:45 101 2 141 0 244 33 4 56 0 93 44 680 91 1 816 1976 4:00-5:00 107 2 143 0 252 30 4 48 0 82 36 709 98 2 845 2029 4:15-5:15 116 2 135 0 253 32 3 47 0 82 36 785 95 2 918 2181 4:30-5:30 111 2 137 0 250 32 2 44 0 78 41 811 111 2 965 2260 4:45-5:45 97 1 134 0 232 29 1 38 0 68 43 812 121 3 979 2322 5:00-6:00 88 2 117 0 207 25 1 39 0 65 47 781 113 2 943 2308 5:15-6:15 81 1 115 0 197 24 1 36 0 61 48 691 111 2 852 2157 5:30-6:30 85 1 100 0 186 20 2 38 0 60 44 640 99 3 786 1984 5:45-6:45 88 1 85 0 174 20 1 40 0 61 40 574 75 2 691 1754 6:00-7:00 77 0 80 0 157 26 1 34 0 61 32 525 70 3 630 1541 PEAK HOUR 7:30-8:30 130 25 99 0 254 64 16 88 0 168 74 735 49 14 872 71 478 87 5 641 1935 4:45-5:45 97 1 134 0 232 29 1 38 0 68 141 860 22 20 1043 43 812 121 3 979 2322 PHF 0.865 0.969 59 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 1 0 0 0 1 0 0 2 0 2 0 83 7 0 90 6 120 1 0 127 220 7:15 - 7:30 3 0 0 0 3 10 1 3 0 14 0 99 17 0 116 18 131 2 0 151 284 7:30 - 7:45 0 0 0 0 0 5 0 3 0 8 0 94 0 0 94 2 161 0 0 163 265 7:45 - 8:00 0 0 0 0 0 1 0 2 0 3 0 97 2 0 99 4 142 0 0 146 248 8:00 - 8:15 0 0 0 0 0 0 0 1 0 1 0 80 2 0 82 0 131 0 0 131 214 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 57 2 0 59 1 93 0 0 94 153 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 54 1 0 55 1 98 0 0 99 154 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 69 1 0 70 4 81 0 0 85 155 9:00 - 9:15 0 0 0 0 0 5 0 0 0 5 0 53 2 0 55 4 82 0 0 86 146 9:15 - 9:30 0 0 0 0 0 3 0 0 0 3 0 82 2 0 84 3 96 0 0 99 186 9:30 - 9:45 0 0 0 0 0 1 0 0 0 1 0 62 0 0 62 0 81 0 0 81 144 9:45 - 10:00 0 0 0 0 0 1 0 0 0 1 0 61 0 0 61 0 81 1 0 82 144 10:00 - 10:15 0 0 0 0 0 0 0 2 0 2 0 56 1 0 57 0 76 0 0 76 135 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 70 3 0 73 0 82 0 0 82 155 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 61 0 0 61 1 74 0 0 75 136 10:45 - 11:00 0 0 0 0 0 18 0 22 0 40 0 92 1 0 93 1 93 0 0 94 227 11:00 - 11:15 0 0 0 0 0 1 0 1 0 2 1 65 0 0 66 0 71 0 0 71 139 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 84 2 0 86 0 51 1 0 52 138 11:30 - 11:45 0 0 0 0 0 0 0 2 0 2 0 97 0 0 97 0 71 0 0 71 170 11:45 - 12:00 0 0 0 0 0 0 0 1 0 1 1 82 2 0 85 3 91 0 0 94 180 12:00 - 12:15 0 0 1 0 1 0 0 1 0 1 0 70 8 0 78 13 75 1 0 89 169 12:15 - 12:30 1 0 0 0 1 0 0 1 0 1 0 69 4 0 73 8 67 0 0 75 150 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 74 0 0 74 0 86 0 0 86 160 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 79 0 0 79 0 96 0 0 96 175 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 82 0 0 82 0 97 0 0 97 179 1:15 - 1:30 0 0 0 0 0 0 0 9 0 9 0 79 2 0 81 0 70 0 0 70 160 1:30 - 1:45 1 0 0 0 1 0 0 3 0 3 0 70 0 0 70 0 78 1 0 79 153 1:45 - 2:00 1 0 0 0 1 0 0 1 0 1 0 69 0 0 69 0 72 2 0 74 145 2:00 - 2:15 0 0 0 0 0 0 0 2 0 2 0 77 2 0 79 0 63 0 0 63 144 2:15 - 2:30 0 0 1 0 1 1 0 3 0 4 0 75 1 0 76 1 93 0 0 94 175 2:30 - 2:45 1 0 0 0 1 5 0 0 0 5 2 89 3 0 94 1 86 1 0 88 188 2:45 - 3:00 2 0 0 0 2 8 0 10 0 18 0 85 2 0 87 5 79 0 0 84 191 3:00 - 3:15 0 0 0 0 0 11 0 9 0 20 0 87 1 0 88 0 93 0 0 93 201 3:15 - 3:30 1 0 0 0 1 3 0 2 0 5 1 123 1 0 125 0 77 0 0 77 208 3:30 - 3:45 0 0 0 0 0 0 0 1 0 1 0 133 0 0 133 0 86 0 0 86 220 3:45 - 4:00 0 0 0 0 0 4 0 1 0 5 0 123 1 0 124 1 95 1 0 97 226 4:00 - 4:15 2 0 0 0 2 2 0 0 0 2 1 122 0 0 123 0 101 0 0 101 228 4:15 - 4:30 1 0 0 0 1 0 0 0 0 0 2 121 0 0 123 0 90 1 0 91 215 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 1 193 0 0 194 0 121 0 0 121 315 4:45 - 5:00 0 0 1 0 1 0 0 0 0 0 0 141 0 0 141 0 93 0 0 93 235 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 119 0 0 119 0 114 0 0 114 233 5:15 - 5:30 1 0 0 0 1 0 0 1 0 1 0 123 0 0 123 0 101 1 0 102 227 5:30 - 5:45 1 0 0 0 1 1 0 0 0 1 0 98 0 0 98 0 114 1 0 115 215 5:45 - 6:00 0 0 0 0 0 0 0 1 0 1 0 100 1 0 101 0 108 0 0 108 210 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 79 0 0 79 0 79 0 0 79 158 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 72 0 0 72 0 74 0 0 74 146 6:30 - 6:45 1 0 0 0 1 0 0 0 0 0 0 59 0 0 59 0 69 1 0 70 130 6:45 - 7:00 0 0 1 0 1 0 0 0 0 0 0 42 0 0 42 0 60 1 0 61 104 12 Hr Totals 17 0 4 0 21 80 1 84 0 165 9 4151 71 0 4231 77 4343 16 0 4436 8853 60 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 4 0 0 0 4 16 1 10 0 27 0 373 26 0 399 30 554 3 0 587 1017 7:15 - 8:15 3 0 0 0 3 16 1 9 0 26 0 370 21 0 391 24 565 2 0 591 1011 7:30 - 8:30 0 0 0 0 0 6 0 6 0 12 0 328 6 0 334 7 527 0 0 534 880 7:45 - 8:45 0 0 0 0 0 1 0 3 0 4 0 288 7 0 295 6 464 0 0 470 769 8:00 - 9:00 0 0 0 0 0 0 0 1 0 1 0 260 6 0 266 6 403 0 0 409 676 8:15 - 9:15 0 0 0 0 0 5 0 0 0 5 0 233 6 0 239 10 354 0 0 364 608 8:30 - 9:30 0 0 0 0 0 8 0 0 0 8 0 258 6 0 264 12 357 0 0 369 641 8:45 - 9:45 0 0 0 0 0 9 0 0 0 9 0 266 5 0 271 11 340 0 0 351 631 9:00 - 10:00 0 0 0 0 0 10 0 0 0 10 0 258 4 0 262 7 340 1 0 348 620 9:15 - 10:15 0 0 0 0 0 5 0 2 0 7 0 261 3 0 264 3 334 1 0 338 609 9:30 - 10:30 0 0 0 0 0 2 0 2 0 4 0 249 4 0 253 0 320 1 0 321 578 9:45 - 10:45 0 0 0 0 0 1 0 2 0 3 0 248 4 0 252 1 313 1 0 315 570 10:00 - 11:00 0 0 0 0 0 18 0 24 0 42 0 279 5 0 284 2 325 0 0 327 653 10:15 - 11:15 0 0 0 0 0 19 0 23 0 42 1 288 4 0 293 2 320 0 0 322 657 10:30 - 11:30 0 0 0 0 0 19 0 23 0 42 1 302 3 0 306 2 289 1 0 292 640 10:45 - 11:45 0 0 0 0 0 19 0 25 0 44 1 338 3 0 342 1 286 1 0 288 674 11:00 - 12:00 0 0 0 0 0 1 0 4 0 5 2 328 4 0 334 3 284 1 0 288 627 11:15 - 12:15 0 0 1 0 1 0 0 4 0 4 1 333 12 0 346 16 288 2 0 306 657 11:30 - 12:30 1 0 1 0 2 0 0 5 0 5 1 318 14 0 333 24 304 1 0 329 669 11:45 - 12:45 1 0 1 0 2 0 0 3 0 3 1 295 14 0 310 24 319 1 0 344 659 12:00 - 1:00 1 0 1 0 2 0 0 2 0 2 0 292 12 0 304 21 324 1 0 346 654 12:15 - 1:15 1 0 0 0 1 0 0 1 0 1 0 304 4 0 308 8 346 0 0 354 664 12:30 - 1:30 0 0 0 0 0 0 0 9 0 9 0 314 2 0 316 0 349 0 0 349 674 12:45 - 1:45 1 0 0 0 1 0 0 12 0 12 0 310 2 0 312 0 341 1 0 342 667 1:00 - 2:00 2 0 0 0 2 0 0 13 0 13 0 300 2 0 302 0 317 3 0 320 637 1:15 - 2:15 2 0 0 0 2 0 0 15 0 15 0 295 4 0 299 0 283 3 0 286 602 1:30 - 2:30 2 0 1 0 3 1 0 9 0 10 0 291 3 0 294 1 306 3 0 310 617 1:45 - 2:45 2 0 1 0 3 6 0 6 0 12 2 310 6 0 318 2 314 3 0 319 652 2:00 - 3:00 3 0 1 0 4 14 0 15 0 29 2 326 8 0 336 7 321 1 0 329 698 2:15 - 3:15 3 0 1 0 4 25 0 22 0 47 2 336 7 0 345 7 351 1 0 359 755 2:30 - 3:30 4 0 0 0 4 27 0 21 0 48 3 384 7 0 394 6 335 1 0 342 788 2:45 - 3:45 3 0 0 0 3 22 0 22 0 44 1 428 4 0 433 5 335 0 0 340 820 3:00 - 4:00 1 0 0 0 1 18 0 13 0 31 1 466 3 0 470 1 351 1 0 353 855 3:15 - 4:15 3 0 0 0 3 9 0 4 0 13 2 501 2 0 505 1 359 1 0 361 882 3:30 - 4:30 3 0 0 0 3 6 0 2 0 8 3 499 1 0 503 1 372 2 0 375 889 3:45 - 4:45 3 0 0 0 3 6 0 1 0 7 4 559 1 0 564 1 407 2 0 410 984 4:00 - 5:00 3 0 1 0 4 2 0 0 0 2 4 577 0 0 581 0 405 1 0 406 993 4:15 - 5:15 1 0 1 0 2 0 0 0 0 0 3 574 0 0 577 0 418 1 0 419 998 4:30 - 5:30 1 0 1 0 2 0 0 1 0 1 1 576 0 0 577 0 429 1 0 430 1010 4:45 - 5:45 2 0 1 0 3 1 0 1 0 2 0 481 0 0 481 0 422 2 0 424 910 5:00 - 6:00 2 0 0 0 2 1 0 2 0 3 0 440 1 0 441 0 437 2 0 439 885 5:15 - 6:15 2 0 0 0 2 1 0 2 0 3 0 400 1 0 401 0 402 2 0 404 810 5:30 - 6:30 1 0 0 0 1 1 0 1 0 2 0 349 1 0 350 0 375 1 0 376 729 5:45 - 6:45 1 0 0 0 1 0 0 1 0 1 0 310 1 0 311 0 330 1 0 331 644 6:00 - 7:00 1 0 1 0 2 0 0 0 0 0 0 252 0 0 252 0 282 2 0 284 538 PEAK HOUR 7:00-8:00 4 0 0 0 4 16 1 10 0 27 0 373 26 0 399 30 554 3 0 587 1017 4:30 - 5:30 1 0 1 0 2 0 0 1 0 1 1 576 0 0 577 0 429 1 0 430 1010 61 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 7 7:15-7:30 0 0 0 0 0 1 0 0 0 1 0 8 0 0 8 0 3 0 0 3 12 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 6 0 0 6 11 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 7 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 8 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 8:45-9:00 0 0 0 0 0 0 0 2 0 2 0 3 0 0 3 0 2 0 0 2 7 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 6 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 7 0 0 7 9 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 3 0 0 3 7 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 3 0 0 3 8 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 6 0 0 6 10 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 7 0 0 7 10 11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 5 0 0 5 7 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 5 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 5 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 0 0 2 6 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 8 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 8 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 3 0 0 3 7 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 1:45-2:00 1 0 0 0 1 0 0 0 0 0 1 2 0 0 3 0 1 0 0 1 5 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 6 0 0 6 11 2:30-2:45 0 0 0 0 0 0 0 1 0 1 0 3 0 0 3 0 7 0 0 7 11 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 5 0 0 5 10 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 6 0 0 6 10 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 8 0 0 8 13 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 7 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 7 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 12 Hr Totals 1 0 0 0 1 1 0 3 0 4 1 135 1 0 137 0 147 0 0 147 289 62 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 0 0 0 0 0 1 0 0 0 1 0 18 0 0 18 0 14 0 0 14 33 7:15-8:15 0 0 0 0 0 1 0 0 0 1 0 18 0 0 18 0 14 0 0 14 33 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 14 0 0 14 0 15 0 0 15 29 7:45 - 8:45 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 10 0 0 10 22 8:00 - 9:00 0 0 0 0 0 0 0 2 0 2 0 13 0 0 13 0 11 0 0 11 26 8:15-9:15 0 0 0 0 0 0 0 2 0 2 0 14 0 0 14 0 8 0 0 8 24 8:30 - 9:30 0 0 0 0 0 0 0 2 0 2 0 13 0 0 13 0 7 0 0 7 22 8:45 - 9:45 0 0 0 0 0 0 0 2 0 2 0 12 0 0 12 0 13 0 0 13 27 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 13 0 0 13 23 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 15 0 0 15 25 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 15 0 0 15 27 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 13 1 0 14 0 14 0 0 14 28 10:00 - 11:00 0 0 0 0 0 0 0 0 0 0 0 15 1 0 16 0 19 0 0 19 35 10:15-11:15 0 0 0 0 0 0 0 0 0 0 0 11 1 0 12 0 19 0 0 19 31 10:30 - 11:30 0 0 0 0 0 0 0 0 0 0 0 8 1 0 9 0 21 0 0 21 30 10:45 - 11:45 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 17 0 0 17 25 11:00 - 12:00 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 14 0 0 14 20 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 13 0 0 13 23 11:30 - 12:30 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 12 0 0 12 24 11:45 - 12:45 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 10 0 0 10 22 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 0 7 0 0 7 22 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 0 9 0 0 9 24 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 0 8 0 0 8 23 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 16 0 0 16 0 9 0 0 9 25 1:00 - 2:00 1 0 0 0 1 0 0 0 0 0 1 14 0 0 15 0 9 0 0 9 25 1:15-2:15 1 0 0 0 1 0 0 0 0 0 1 11 0 0 12 0 8 0 0 8 21 1:30 - 2:30 1 0 0 0 1 0 0 0 0 0 1 12 0 0 13 0 11 0 0 11 25 1:45-2:45 1 0 0 0 1 0 0 1 0 1 1 11 0 0 12 0 17 0 0 17 31 2:00 - 3:00 0 0 0 0 0 0 0 1 0 1 0 14 0 0 14 0 21 0 0 21 36 2:15 - 3:15 0 0 0 0 0 0 0 1 0 1 0 14 0 0 14 0 20 0 0 20 35 2:30 - 3:30 0 0 0 0 0 0 0 1 0 1 0 13 0 0 13 0 20 0 0 20 34 2:45 - 3:45 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 15 0 0 15 26 3:00 - 4:00 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 18 0 0 18 29 3:15 - 4:15 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 20 0 0 20 30 3:30 - 4:30 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 18 0 0 18 27 3:45 - 4:45 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 18 0 0 18 27 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 12 0 0 12 18 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 9 0 0 9 15 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 9 0 0 9 15 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 8 0 0 8 16 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 7 0 0 7 16 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 7 0 0 7 18 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 3 0 0 3 11 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 3 0 0 3 9 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 0 0 2 6 PEAK HOUR 7:00 - 8:00 0 0 0 0 0 1 0 0 0 1 0 18 0 0 18 0 14 0 0 14 33 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 9 0 0 9 15 63 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Roanoke Boulevard Date: April 13, 2023 and: Burton Center West Access Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Hr Totals 0 0 0 0 0 0 0 0 0 0 0 14 0 0 14 0 15 0 0 15 29 64 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Roanoke Boulevard Date: April 13, 2023 and: Burton Center West Access Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 5 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 5 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 5 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 5 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 5 0 0 5 7 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 10:00-11:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 10:15-11:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 10:30-11:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 10:45-11:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 11:00-12:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 11:30-12:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 11:45-12:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 5 1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 6 1:30-2:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 1:45-2:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 2:00-3:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3:00-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 PEAK HOUR 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 65 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Hr Totals 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 66 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-11:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 10:30-11:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 10:45-11:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:00-12:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 67 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Roanoke Boulevard Date: April 13, 2023 Thursday and: Burton Center West Access Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 TIME NORTH LEG SOUTH LEG Business Access Burton Center West Access Pedestrians Bicycles Pedestrians Bicycles AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15 - 12:30 1 1 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 1 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 1 1 1 0 68 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Roanoke Boulevard Date: April 13, 2023 Thursday and: Burton Center West Access Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 EAST LEG WEST LEG Roanoke Boulevard Roanoke Boulevard Pedestrians Bicycles Pedestrians Bicycles AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15 - 12:30 1 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 0 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 1 0 0 0 69 TOTALS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 1 0 0 0 1 0 0 2 0 2 0 86 7 0 93 6 124 1 0 131 227 7:15 - 7:30 3 0 0 0 3 11 1 3 0 15 0 107 17 0 124 18 134 2 0 154 296 7:30 - 7:45 0 0 0 0 0 5 0 3 0 8 0 100 0 0 100 2 167 0 0 169 277 7:45 - 8:00 0 0 0 0 0 1 0 2 0 3 0 100 2 0 102 4 143 0 0 147 252 8:00 - 8:15 0 0 0 0 0 0 0 1 0 1 0 84 2 0 86 0 137 0 0 137 224 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 61 2 0 63 1 97 0 0 98 161 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 57 1 0 58 1 99 0 0 100 158 8:45 - 9:00 0 0 0 0 0 0 0 2 0 2 0 72 1 0 73 4 83 0 0 87 162 9:00 - 9:15 0 0 0 0 0 5 0 0 0 5 0 57 2 0 59 4 84 0 0 88 152 9:15 - 9:30 0 0 0 0 0 3 0 0 0 3 0 85 2 0 87 3 99 0 0 102 192 9:30 - 9:45 0 0 0 0 0 1 0 0 0 1 0 65 0 0 65 0 90 0 0 90 156 9:45 - 10:00 0 0 0 0 0 1 0 0 0 1 0 62 0 0 62 0 84 1 0 85 148 10:00 - 10:15 0 0 0 0 0 0 0 2 0 2 0 60 1 0 61 0 80 0 0 80 143 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 76 3 0 79 0 86 0 0 86 165 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 64 1 0 65 1 80 0 0 81 146 10:45 - 11:00 0 0 0 0 0 18 0 22 0 40 0 95 1 0 96 1 100 0 0 101 237 11:00 - 11:15 0 0 0 0 0 1 0 1 0 2 1 66 0 0 67 0 74 0 0 74 143 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 87 2 0 89 0 56 1 0 57 146 11:30 - 11:45 0 0 0 0 0 0 0 2 0 2 0 100 0 0 100 0 73 0 0 73 175 11:45 - 12:00 0 0 0 0 0 0 0 1 0 1 1 83 2 0 86 3 95 0 0 98 185 12:00 - 12:15 0 0 1 0 1 0 0 1 0 1 0 75 8 0 83 13 78 1 0 92 177 12:15 - 12:30 1 0 0 0 1 0 0 1 0 1 0 73 4 0 77 8 71 0 0 79 158 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 77 0 0 77 0 86 0 0 86 163 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 83 0 0 83 0 97 0 0 97 180 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 86 0 0 86 0 101 0 0 101 187 1:15 - 1:30 0 0 0 0 0 0 0 9 0 9 0 84 2 0 86 0 75 0 0 75 170 1:30 - 1:45 1 0 0 0 1 0 0 3 0 3 0 75 0 0 75 0 79 1 0 80 159 1:45 - 2:00 2 0 0 0 2 0 0 1 0 1 1 72 0 0 73 0 73 2 0 75 151 2:00 - 2:15 0 0 0 0 0 0 0 2 0 2 0 78 2 0 80 0 67 0 0 67 149 2:15 - 2:30 0 0 1 0 1 1 0 3 0 4 0 80 1 0 81 1 100 0 0 101 187 2:30 - 2:45 1 0 0 0 1 5 0 1 0 6 2 93 3 0 98 1 93 1 0 95 200 2:45 - 3:00 2 0 0 0 2 8 0 10 0 18 0 91 2 0 93 5 84 0 0 89 202 3:00 - 3:15 0 0 0 0 0 11 0 9 0 20 0 88 1 0 89 0 95 0 0 95 204 3:15 - 3:30 1 0 0 0 1 3 0 2 0 5 1 127 1 0 129 0 83 0 0 83 218 3:30 - 3:45 0 0 0 0 0 0 0 1 0 1 0 134 0 0 134 0 88 0 0 88 223 3:45 - 4:00 0 0 0 0 0 4 0 1 0 5 0 128 1 0 129 1 103 1 0 105 239 4:00 - 4:15 2 0 0 0 2 2 0 0 0 2 1 122 0 0 123 0 105 0 0 105 232 4:15 - 4:30 1 0 0 0 1 0 0 0 0 0 2 124 0 0 126 0 94 1 0 95 222 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 1 195 0 0 196 0 124 0 0 124 320 4:45 - 5:00 0 0 1 0 1 0 0 0 0 0 0 143 0 0 143 0 95 0 0 95 239 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 119 0 0 119 0 115 0 0 115 234 5:15 - 5:30 1 0 0 0 1 0 0 1 0 1 0 126 0 0 126 0 105 1 0 106 234 5:30-5:45 1 0 0 0 1 1 0 0 0 1 0 101 0 0 101 0 115 1 0 116 219 5:45 - 6:00 0 0 0 0 0 0 0 1 0 1 0 103 1 0 104 0 109 0 0 109 214 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 81 0 0 81 0 81 0 0 81 162 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 72 0 0 72 0 74 0 0 74 146 6:30 - 6:45 1 0 0 0 1 0 0 0 0 0 0 60 0 0 60 0 70 1 0 71 132 6:45 - 7:00 0 0 1 0 1 0 0 0 0 0 0 43 0 0 43 0 60 1 0 61 105 12 Hr Totals 18 0 4 0 22 81 1 87 0 169 10 4300 72 0 4382 77 4505 16 0 4598 9171 70 TOTALS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: Business Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 4 0 0 0 4 17 1 10 0 28 0 393 26 0 419 30 568 3 0 601 1052 7:15 - 8:15 3 0 0 0 3 17 1 9 0 27 0 391 21 0 412 24 581 2 0 607 1049 7:30 - 8:30 0 0 0 0 0 6 0 6 0 12 0 345 6 0 351 7 544 0 0 551 914 7:45 - 8:45 0 0 0 0 0 1 0 3 0 4 0 302 7 0 309 6 476 0 0 482 795 8:00 - 9:00 0 0 0 0 0 0 0 3 0 3 0 274 6 0 280 6 416 0 0 422 705 8:15 - 9:15 0 0 0 0 0 5 0 2 0 7 0 247 6 0 253 10 363 0 0 373 633 8:30 - 9:30 0 0 0 0 0 8 0 2 0 10 0 271 6 0 277 12 365 0 0 377 664 8:45 - 9:45 0 0 0 0 0 9 0 2 0 11 0 279 5 0 284 11 356 0 0 367 662 9:00 - 10:00 0 0 0 0 0 10 0 0 0 10 0 269 4 0 273 7 357 1 0 365 648 9:15 - 10:15 0 0 0 0 0 5 0 2 0 7 0 272 3 0 275 3 353 1 0 357 639 9:30 - 10:30 0 0 0 0 0 2 0 2 0 4 0 263 4 0 267 0 340 1 0 341 612 9:45 - 10:45 0 0 0 0 0 1 0 2 0 3 0 262 5 0 267 1 330 1 0 332 602 10:00 - 11:00 0 0 0 0 0 18 0 24 0 42 0 295 6 0 301 2 346 0 0 348 691 10:15 - 11:15 0 0 0 0 0 19 0 23 0 42 1 301 5 0 307 2 340 0 0 342 691 10:30 - 11:30 0 0 0 0 0 19 0 23 0 42 1 312 4 0 317 2 310 1 0 313 672 10:45 - 11:45 0 0 0 0 0 19 0 25 0 44 1 348 3 0 352 1 303 1 0 305 701 11:00 - 12:00 0 0 0 0 0 1 0 4 0 5 2 336 4 0 342 3 298 1 0 302 649 11:15 - 12:15 0 0 1 0 1 0 0 4 0 4 1 345 12 0 358 16 302 2 0 320 683 11:30 - 12:30 1 0 1 0 2 0 0 5 0 5 1 331 14 0 346 24 317 1 0 342 695 11:45 - 12:45 1 0 1 0 2 0 0 3 0 3 1 308 14 0 323 24 330 1 0 355 683 12:00 - 1:00 1 0 1 0 2 0 0 2 0 2 0 308 12 0 320 21 332 1 0 354 678 12:15 - 1:15 1 0 0 0 1 0 0 1 0 1 0 319 4 0 323 8 355 0 0 363 688 12:30 - 1:30 0 0 0 0 0 0 0 9 0 9 0 330 2 0 332 0 359 0 0 359 700 12:45 - 1:45 1 0 0 0 1 0 0 12 0 12 0 328 2 0 330 0 352 1 0 353 696 1:00 - 2:00 3 0 0 0 3 0 0 13 0 13 1 317 2 0 320 0 328 3 0 331 667 1:15 - 2:15 3 0 0 0 3 0 0 15 0 15 1 309 4 0 314 0 294 3 0 297 629 1:30 - 2:30 3 0 1 0 4 1 0 9 0 10 1 305 3 0 309 1 319 3 0 323 646 1:45 - 2:45 3 0 1 0 4 6 0 7 0 13 3 323 6 0 332 2 333 3 0 338 687 2:00 - 3:00 3 0 1 0 4 14 0 16 0 30 2 342 8 0 352 7 344 1 0 352 738 2:15 - 3:15 3 0 1 0 4 25 0 23 0 48 2 352 7 0 361 7 372 1 0 380 793 2:30 - 3:30 4 0 0 0 4 27 0 22 0 49 3 399 7 0 409 6 355 1 0 362 824 2:45 - 3:45 3 0 0 0 3 22 0 22 0 44 1 440 4 0 445 5 350 0 0 355 847 3:00 - 4:00 1 0 0 0 1 18 0 13 0 31 1 477 3 0 481 1 369 1 0 371 884 3:15 - 4:15 3 0 0 0 3 9 0 4 0 13 2 511 2 0 515 1 379 1 0 381 912 3:30 - 4:30 3 0 0 0 3 6 0 2 0 8 3 508 1 0 512 1 390 2 0 393 916 3:45 - 4:45 3 0 0 0 3 6 0 1 0 7 4 569 1 0 574 1 426 2 0 429 1013 4:00 - 5:00 3 0 1 0 4 2 0 0 0 2 4 584 0 0 588 0 418 1 0 419 1013 4:15 - 5:15 1 0 1 0 2 0 0 0 0 0 3 581 0 0 584 0 428 1 0 429 1015 4:30 - 5:30 1 0 1 0 2 0 0 1 0 1 1 583 0 0 584 0 439 1 0 440 1027 4:45 - 5:45 2 0 1 0 3 1 0 1 0 2 0 489 0 0 489 0 430 2 0 432 926 5:00 - 6:00 2 0 0 0 2 1 0 2 0 3 0 449 1 0 450 0 444 2 0 446 901 5:15-6:15 2 0 0 0 2 1 0 2 0 3 0 411 1 0 412 0 410 2 0 412 829 5:30 - 6:30 1 0 0 0 1 1 0 1 0 2 0 357 1 0 358 0 379 1 0 380 741 5:45 - 6:45 1 0 0 0 1 0 0 1 0 1 0 316 1 0 317 0 334 1 0 335 654 6:00 - 7:00 1 0 1 0 2 0 0 0 0 0 0 256 0 0 256 0 285 2 0 287 545 PEAK HOUR 7:00-8:00 4 0 0 0 4 17 1 10 0 28 0 393 26 0 419 30 568 3 0 601 1052 4:30 - 5:30 1 0 1 0 2 0 0 1 0 1 1 583 0 0 584 0 439 1 0 440 1027 71 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 0 0 0 0 0 12 0 1 0 13 7 66 10 0 83 20 119 20 0 159 255 7:15 - 7:30 35 0 0 0 35 33 0 0 0 33 13 79 15 0 107 39 121 19 0 179 354 7:30 - 7:45 56 0 1 0 57 2 0 2 0 4 24 75 3 0 102 10 161 34 0 205 368 7:45 - 8:00 1 0 0 0 1 0 0 1 0 1 3 91 3 0 97 5 148 1 0 154 253 8:00 - 8:15 0 0 0 0 0 0 0 1 0 1 1 85 1 0 87 2 134 1 0 137 225 8:15 - 8:30 1 0 0 0 1 0 0 1 0 1 1 54 1 0 56 5 91 0 0 96 154 8:30 - 8:45 1 0 0 0 1 0 0 0 0 0 1 59 0 0 60 3 96 0 0 99 160 8:45 - 9:00 1 0 0 0 1 0 0 1 0 1 0 67 1 0 68 2 82 1 0 85 155 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 1 49 0 0 50 1 95 0 0 96 146 9:15 - 9:30 1 0 0 0 1 2 0 3 0 5 2 90 1 0 93 1 92 1 0 94 193 9:30 - 9:45 1 0 0 0 1 0 0 4 0 4 0 60 1 0 61 2 87 0 0 89 155 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 58 1 0 59 1 80 0 0 81 140 10:00 - 10:15 0 0 0 0 0 1 0 0 0 1 0 63 0 0 63 0 78 0 0 78 142 10:15 - 10:30 0 0 0 0 0 1 0 3 0 4 0 72 0 0 72 1 83 0 0 84 160 10:30 - 10:45 0 0 0 0 0 0 0 1 0 1 0 59 0 0 59 1 73 0 0 74 134 10:45 - 11:00 0 0 0 0 0 8 0 25 0 33 0 113 1 0 114 0 85 1 0 86 233 11:00 - 11:15 0 0 0 0 0 0 0 6 0 6 0 69 1 0 70 1 75 1 0 77 153 11:15 - 11:30 1 0 0 0 1 1 0 1 0 2 2 73 0 0 75 2 51 0 0 53 131 11:30 - 11:45 0 0 0 0 0 0 0 1 0 1 1 98 2 0 101 2 69 0 0 71 173 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 82 1 0 83 4 95 0 0 99 182 12:00 - 12:15 0 0 0 0 0 1 0 1 0 2 0 76 3 0 79 17 86 0 0 103 184 12:15 - 12:30 0 0 1 0 1 0 0 2 0 2 1 68 0 0 69 4 76 0 0 80 152 12:30 - 12:45 0 0 1 0 1 0 0 1 0 1 0 73 0 0 73 0 85 1 0 86 161 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 80 0 0 80 0 96 1 0 97 177 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 83 0 0 83 0 99 3 0 102 185 1:15 - 1:30 0 0 0 0 0 0 0 1 0 1 1 87 0 0 88 0 68 4 0 72 161 1:30 - 1:45 0 0 0 0 0 1 0 1 0 2 4 70 1 0 75 1 78 3 0 82 159 1:45 - 2:00 3 0 0 0 3 0 0 3 0 3 4 68 0 0 72 3 77 9 0 89 167 2:00 - 2:15 4 0 0 0 4 0 0 1 0 1 4 70 0 0 74 0 64 15 0 79 158 2:15 - 2:30 49 0 0 0 49 3 0 1 0 4 6 70 1 0 77 2 90 8 0 100 230 2:30 - 2:45 5 0 3 0 8 1 0 0 0 1 2 92 0 0 94 2 86 0 0 88 191 2:45 - 3:00 2 0 0 0 2 1 0 3 0 4 0 88 1 0 89 1 81 1 0 83 178 3:00 - 3:15 3 0 0 0 3 4 0 18 0 22 0 93 2 0 95 1 89 1 0 91 211 3:15 - 3:30 4 0 0 0 4 4 0 10 0 14 0 133 1 0 134 0 68 1 0 69 221 3:30 - 3:45 1 0 1 0 2 1 0 1 0 2 0 129 0 0 129 1 88 0 0 89 222 3:45 - 4:00 0 0 0 0 0 0 0 4 0 4 0 128 0 0 128 0 97 1 0 98 230 4:00 - 4:15 1 0 0 0 1 0 0 0 0 0 2 119 1 0 122 1 108 0 0 109 232 4:15 - 4:30 0 0 0 0 0 1 0 1 0 2 1 118 0 0 119 0 90 0 0 90 211 4:30 - 4:45 2 0 0 0 2 0 0 0 0 0 2 190 0 0 192 1 115 3 0 119 313 4:45 - 5:00 0 0 2 0 2 0 0 0 0 0 3 138 1 0 142 0 95 0 0 95 239 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 2 121 0 0 123 0 110 1 0 111 234 5:15 - 5:30 0 0 0 0 0 0 0 1 0 1 1 125 1 0 127 2 105 0 0 107 235 5:30 - 5:45 0 0 1 0 1 0 0 0 0 0 1 93 1 0 95 6 111 1 0 118 214 5:45 - 6:00 0 0 1 0 1 1 0 2 0 3 0 95 9 0 104 11 105 8 0 124 232 6:00 - 6:15 1 0 0 0 1 0 0 3 0 3 1 75 4 0 80 5 80 1 0 86 170 6:15 - 6:30 1 0 0 0 1 0 0 4 0 4 0 72 1 0 73 3 77 0 0 80 158 6:30 - 6:45 0 0 0 0 0 0 0 1 0 1 0 59 0 0 59 0 69 0 0 69 129 6:45 - 7:00 0 0 0 0 0 1 0 0 0 1 0 44 1 0 45 1 63 3 0 67 113 12 Hr Totals 174 0 11 0 185 79 0 110 0 189 91 4119 70 0 4280 164 4371 144 0 4679 9333 72 CARS TURNING MOVEMENT COUNT - SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 92 0 1 0 93 47 0 4 0 51 47 311 31 0 389 74 549 74 0 697 1230 7:15 - 8:15 92 0 1 0 93 35 0 4 0 39 41 330 22 0 393 56 564 55 0 675 1200 7:30 - 8:30 58 0 1 0 59 2 0 5 0 7 29 305 8 0 342 22 534 36 0 592 1000 7:45 - 8:45 3 0 0 0 3 0 0 3 0 3 6 289 5 0 300 15 469 2 0 486 792 8:00 - 9:00 3 0 0 0 3 0 0 3 0 3 3 265 3 0 271 12 403 2 0 417 694 8:15 - 9:15 3 0 0 0 3 0 0 2 0 2 3 229 2 0 234 11 364 1 0 376 615 8:30 - 9:30 3 0 0 0 3 2 0 4 0 6 4 265 2 0 271 7 365 2 0 374 654 8:45 - 9:45 3 0 0 0 3 2 0 8 0 10 3 266 3 0 272 6 356 2 0 364 649 9:00 - 10:00 2 0 0 0 2 2 0 7 0 9 3 257 3 0 263 5 354 1 0 360 634 9:15 - 10:15 2 0 0 0 2 3 0 7 0 10 2 271 3 0 276 4 337 1 0 342 630 9:30 - 10:30 1 0 0 0 1 2 0 7 0 9 0 253 2 0 255 4 328 0 0 332 597 9:45 - 10:45 0 0 0 0 0 2 0 4 0 6 0 252 1 0 253 3 314 0 0 317 576 10:00 - 11:00 0 0 0 0 0 10 0 29 0 39 0 307 1 0 308 2 319 1 0 322 669 10:15 - 11:15 0 0 0 0 0 9 0 35 0 44 0 313 2 0 315 3 316 2 0 321 680 10:30 - 11:30 1 0 0 0 1 9 0 33 0 42 2 314 2 0 318 4 284 2 0 290 651 10:45 - 11:45 1 0 0 0 1 9 0 33 0 42 3 353 4 0 360 5 280 2 0 287 690 11:00 - 12:00 1 0 0 0 1 1 0 8 0 9 3 322 4 0 329 9 290 1 0 300 639 11:15 - 12:15 1 0 0 0 1 2 0 3 0 5 3 329 6 0 338 25 301 0 0 326 670 11:30 - 12:30 0 0 1 0 1 1 0 4 0 5 2 324 6 0 332 27 326 0 0 353 691 11:45 - 12:45 0 0 2 0 2 1 0 4 0 5 1 299 4 0 304 25 342 1 0 368 679 12:00 - 1:00 0 0 2 0 2 1 0 4 0 5 1 297 3 0 301 21 343 2 0 366 674 12:15 - 1:15 0 0 2 0 2 0 0 3 0 3 1 304 0 0 305 4 356 5 0 365 675 12:30 - 1:30 0 0 1 0 1 0 0 2 0 2 1 323 0 0 324 0 348 9 0 357 684 12:45 - 1:45 0 0 0 0 0 1 0 2 0 3 5 320 1 0 326 1 341 11 0 353 682 1:00 - 2:00 3 0 0 0 3 1 0 5 0 6 9 308 1 0 318 4 322 19 0 345 672 1:15 - 2:15 7 0 0 0 7 1 0 6 0 7 13 295 1 0 309 4 287 31 0 322 645 1:30 - 2:30 56 0 0 0 56 4 0 6 0 10 18 278 2 0 298 6 309 35 0 350 714 1:45 - 2:45 61 0 3 0 64 4 0 5 0 9 16 300 1 0 317 7 317 32 0 356 746 2:00 - 3:00 60 0 3 0 63 5 0 5 0 10 12 320 2 0 334 5 321 24 0 350 757 2:15 - 3:15 59 0 3 0 62 9 0 22 0 31 8 343 4 0 355 6 346 10 0 362 810 2:30 - 3:30 14 0 3 0 17 10 0 31 0 41 2 406 4 0 412 4 324 3 0 331 801 2:45 - 3:45 10 0 1 0 11 10 0 32 0 42 0 443 4 0 447 3 326 3 0 332 832 3:00 - 4:00 8 0 1 0 9 9 0 33 0 42 0 483 3 0 486 2 342 3 0 347 884 3:15 - 4:15 6 0 1 0 7 5 0 15 0 20 2 509 2 0 513 2 361 2 0 365 905 3:30 - 4:30 2 0 1 0 3 2 0 6 0 8 3 494 1 0 498 2 383 1 0 386 895 3:45 - 4:45 3 0 0 0 3 1 0 5 0 6 5 555 1 0 561 2 410 4 0 416 986 4:00 - 5:00 3 0 2 0 5 1 0 1 0 2 8 565 2 0 575 2 408 3 0 413 995 4:15 - 5:15 2 0 2 0 4 1 0 1 0 2 8 567 1 0 576 1 410 4 0 415 997 4:30 - 5:30 2 0 2 0 4 0 0 1 0 1 8 574 2 0 584 3 425 4 0 432 1021 4:45 - 5:45 0 0 3 0 3 0 0 1 0 1 7 477 3 0 487 8 421 2 0 431 922 5:00 - 6:00 0 0 2 0 2 1 0 3 0 4 4 434 11 0 449 19 431 10 0 460 915 5:15 - 6:15 1 0 2 0 3 1 0 6 0 7 3 388 15 0 406 24 401 10 0 435 851 5:30 - 6:30 2 0 2 0 4 1 0 9 0 10 2 335 15 0 352 25 373 10 0 408 774 5:45 - 6:45 2 0 1 0 3 1 0 10 0 11 1 301 14 0 316 19 331 9 0 359 689 6:00 - 7:00 2 0 0 0 2 1 0 8 0 9 1 250 6 0 257 9 289 4 0 302 570 PEAK HOUR 7:00-8:00 92 0 1 0 93 47 0 4 0 51 47 311 31 0 389 74 549 74 0 697 1230 4:30 - 5:30 2 0 2 0 4 0 0 1 0 1 8 574 2 0 584 3 425 4 0 432 1021 73 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 1 0 1 0 2 0 1 1 0 2 1 3 0 0 4 8 7:15-7:30 0 0 0 0 0 0 0 2 0 2 0 7 1 0 8 2 1 0 0 3 13 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 7 0 0 7 12 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 5 0 0 5 7 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 5 0 0 5 10 8:30-8:45 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 1 2 0 0 3 5 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 6 2 0 8 3 1 0 0 4 12 9:00-9:15 0 0 0 0 0 0 0 1 0 1 0 3 0 0 3 1 0 0 0 1 5 9:15-9:30 0 0 0 0 0 1 0 0 0 1 0 5 0 0 5 0 3 0 0 3 9 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 6 1 0 7 10 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 10:00-10:15 0 0 1 0 1 0 0 0 0 0 1 4 0 0 5 0 2 0 0 2 8 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 3 2 0 0 5 9 10:30-10:45 1 0 0 0 1 0 0 0 0 0 1 1 0 0 2 3 7 0 0 10 13 10:45-11:00 0 0 0 0 0 3 0 4 0 7 0 2 0 0 2 0 4 0 0 4 13 11:00-11:15 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 2 0 0 2 4 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 6 0 0 6 8 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 5 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 5 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 2 2 0 0 4 7 12:15-12:30 0 0 0 0 0 3 0 2 0 5 0 2 2 0 4 0 1 0 0 1 10 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 7 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 3 0 0 3 8 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 1 3 0 0 4 0 1 0 0 1 5 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 5 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 5 0 0 7 9 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 1 9 0 0 10 15 2:45-3:00 0 0 0 0 0 2 0 3 0 5 0 5 1 0 6 1 2 0 0 3 14 3:00-3:15 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 0 2 0 0 2 5 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 6 0 0 6 9 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 7 0 0 7 12 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 7 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 0 0 4 7 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 4 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 12 Hr Totals 1 0 1 0 2 12 0 13 0 25 4 126 11 0 141 20 133 1 0 154 322 74 MEDIUMS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 0 0 0 0 0 1 0 3 0 4 0 16 2 0 18 3 12 0 0 15 37 7:15-8:15 0 0 0 0 0 0 0 2 0 2 0 17 1 0 18 2 14 0 0 16 36 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 0 18 0 0 18 33 7:45 - 8:45 0 0 0 0 0 0 0 0 0 0 1 11 0 0 12 1 13 0 0 14 26 8:00 - 9:00 0 0 0 0 0 0 0 0 0 0 1 14 2 0 17 4 13 0 0 17 34 8:15-9:15 0 0 0 0 0 0 0 1 0 1 1 15 2 0 18 5 8 0 0 13 32 8:30-9:30 0 0 0 0 0 1 0 1 0 2 1 15 2 0 18 5 6 0 0 11 31 8:45 - 9:45 0 0 0 0 0 1 0 1 0 2 0 17 2 0 19 4 10 1 0 15 36 9:00 - 10:00 0 0 0 0 0 1 0 1 0 2 0 11 0 0 11 1 11 1 0 13 26 9:15-10:15 0 0 1 0 1 1 0 0 0 1 1 12 0 0 13 0 13 1 0 14 29 9:30 - 10:30 0 0 1 0 1 0 0 0 0 0 1 11 0 0 12 3 12 1 0 16 29 9:45 - 10:45 1 0 1 0 2 0 0 0 0 0 2 9 0 0 11 6 13 0 0 19 32 10:00 - 11:00 1 0 1 0 2 3 0 4 0 7 2 11 0 0 13 6 15 0 0 21 43 10:15-11:15 1 0 0 0 1 4 0 4 0 8 1 7 1 0 9 6 15 0 0 21 39 10:30 - 11:30 1 0 0 0 1 4 0 4 0 8 1 5 1 0 7 3 19 0 0 22 38 10:45 - 11:45 0 0 0 0 0 4 0 4 0 8 0 7 1 0 8 0 14 0 0 14 30 11:00 - 12:00 0 0 0 0 0 1 0 0 0 1 0 6 1 0 7 0 14 0 0 14 22 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 8 1 0 9 2 14 0 0 16 25 11:30 - 12:30 0 0 0 0 0 3 0 2 0 5 0 8 3 0 11 2 9 0 0 11 27 11:45 - 12:45 0 0 0 0 0 3 0 2 0 5 0 8 3 0 11 2 7 0 0 9 25 12:00 - 1:00 0 0 0 0 0 3 0 2 0 5 0 11 3 0 14 2 4 0 0 6 25 12:15-1:15 0 0 0 0 0 3 0 2 0 5 0 12 2 0 14 0 6 0 0 6 25 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 0 8 0 0 8 23 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 1 15 0 0 16 0 9 0 0 9 25 1:00 - 2:00 0 0 0 0 0 0 0 0 0 0 1 14 0 0 15 0 10 0 0 10 25 1:15-2:15 0 0 0 0 0 0 0 0 0 0 1 12 0 0 13 0 7 0 0 7 20 1:30-2:30 0 0 0 0 0 0 0 0 0 0 1 9 0 0 10 2 9 0 0 11 21 1:45 - 2:45 0 0 0 0 0 0 0 0 0 0 0 9 2 0 11 3 17 0 0 20 31 2:00 - 3:00 0 0 0 0 0 2 0 3 0 5 0 11 3 0 14 4 17 0 0 21 40 2:15-3:15 0 0 0 0 0 3 0 3 0 6 0 12 3 0 15 4 18 0 0 22 43 2:30 - 3:30 0 0 0 0 0 3 0 3 0 6 0 13 3 0 16 2 19 0 0 21 43 2:45 - 3:45 0 0 0 0 0 3 0 3 0 6 0 13 1 0 14 1 11 0 0 12 32 3:00 - 4:00 0 0 0 0 0 1 0 0 0 1 0 13 0 0 13 0 16 0 0 16 30 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 18 0 0 18 29 3:30 - 4:30 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 16 0 0 16 27 3:45 - 4:45 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 0 17 0 0 17 26 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 12 0 0 12 18 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 9 0 0 9 15 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 9 0 0 9 15 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 8 0 0 8 15 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 7 0 0 7 15 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 0 7 0 0 7 18 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 3 0 0 3 11 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 3 0 0 3 10 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 2 0 0 2 7 PEAK HOUR 7:00 - 8:00 0 0 0 0 0 1 0 3 0 4 0 16 2 0 18 3 12 0 0 15 37 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 9 0 0 9 15 75 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Roanoke Boulevard Date: April 13, 2023 and: Burton Center East Access Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 12:15-12:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 2 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Hr Totals 0 0 0 0 0 0 0 1 0 1 0 10 0 0 10 1 15 0 0 16 27 76 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Roanoke Boulevard Date: April 13, 2023 and: Burton Center East Access Weather: Sunny/Warm Location: Roanoke County, Virginia Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 5 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 5 0 0 5 7 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 10:00-11:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 10:15-11:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 10:30-11:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 10:45-11:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 11:00-12:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3 11:30-12:30 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 1 1 0 0 2 4 11:45-12:45 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 1 1 0 0 2 4 12:00 - 1:00 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 1 1 0 0 2 4 12:15-1:15 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 2 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 3 0 0 3 5 1:30-2:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 1:45-2:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 2:00-3:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 3:00-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 3:30-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 3:45-4:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 PEAK HOUR 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 77 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30-10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00-11:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:15-11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45-12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12:30-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Hr Totals 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3 78 BICYCLES TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center East Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �7,��/i�jl TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Center East Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00-11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15-11:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 10:30-11:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 10:45-11:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:00-12:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 11:15-12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30-12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 11:45-12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12:00 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12:15-1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12:30 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00-2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15-2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30-2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45-2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00-3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15-3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30-3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45-3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00-4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 79 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Roanoke Boulevard Date: April 13, 2023 Thursday and: Burton Center East Access Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 TIME NORTH LEG SOUTH LEG School Access Burton Center East Access Pedestrians Bicycles Pedestrians Bicycles AM 7:00 - 7:15 1 0 0 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15-12:30 0 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 1 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 1 0 1 0 80 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY rim Counted by: VCU he Intersection of: Roanoke Boulevard Date: April 13, 2023 Thursday and: Burton Center East Access Weather: Sunny/Warm lil GirH�� Location: Roanoke County, Virginia Entered by: SN Star Rating: 4 EAST LEG WEST LEG Roanoke Boulevard Roanoke Boulevard Pedestrians Bicycles Pedestrians Bicycles AM 7:00 - 7:15 0 0 1 0 7:15-7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00-8:15 0 0 0 0 8:15-8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00-9:15 0 0 0 0 9:15-9:30 0 0 0 0 9:30 - 9:45 0 0 0 0 9:45 - 10:00 0 0 0 0 10:00-10:15 0 0 0 0 10:15-10:30 0 0 0 0 10:30-10:45 0 0 0 0 10:45 - 11:00 0 0 0 0 11:00-11:15 0 0 0 0 11:15-11:30 0 0 0 0 11:30 - 11:45 0 0 0 0 11:45 - 12:00 0 0 0 0 12:00 - 12:15 0 0 0 0 12:15-12:30 0 0 0 0 12:30-12:45 0 0 0 0 12:45 - 1:00 0 0 0 0 1:00-1:15 0 0 0 0 1:15-1:30 0 0 0 0 1:30 - 1:45 0 0 0 0 1:45 - 2:00 0 0 0 0 2:00-2:15 0 0 0 0 2:15-2:30 0 0 0 0 2:30 - 2:45 0 0 0 0 2:45 - 3:00 0 0 0 0 3:00-3:15 0 0 0 0 3:15-3:30 0 0 0 0 3:30 - 3:45 0 0 0 0 3:45-4:00 0 0 0 0 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00-5:15 0 0 0 0 5:15-5:30 0 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 0 0 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 0 0 1 0 81 TOTALS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �f'�rH�� TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Ctr West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W AM 7:00 - 7:15 0 0 0 0 0 13 0 2 0 15 7 67 11 0 85 21 122 20 0 163 263 7:15 - 7:30 35 0 0 0 35 33 0 2 0 35 13 86 16 0 115 41 122 19 0 182 367 7:30 - 7:45 56 0 1 0 57 2 0 2 0 4 24 80 3 0 107 10 168 34 0 212 380 7:45 - 8:00 1 0 0 0 1 0 0 1 0 1 3 95 3 0 101 5 149 1 0 155 258 8:00 - 8:15 0 0 0 0 0 0 0 1 0 1 1 87 1 0 89 2 140 1 0 143 233 8:15 - 8:30 1 0 0 0 1 0 0 1 0 1 1 59 1 0 61 5 96 0 0 101 164 8:30 - 8:45 1 0 0 0 1 0 0 0 0 0 2 60 0 0 62 4 98 0 0 102 165 8:45 - 9:00 1 0 0 0 1 0 0 1 0 1 0 73 3 0 76 5 83 1 0 89 167 9:00 - 9:15 0 0 0 0 0 0 0 1 0 1 1 52 0 0 53 2 96 0 0 98 152 9:15 - 9:30 1 0 0 0 1 3 0 3 0 6 2 95 1 0 98 1 95 1 0 97 202 9:30 - 9:45 1 0 0 0 1 0 0 4 0 4 0 64 1 0 65 2 95 1 0 98 168 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 58 1 0 59 1 83 0 0 84 143 10:00 - 10:15 0 0 1 0 1 1 0 0 0 1 1 67 0 0 68 0 80 0 0 80 150 10:15 - 10:30 0 0 0 0 0 1 0 3 0 4 0 77 0 0 77 4 87 0 0 91 172 10:30 - 10:45 1 0 0 0 1 0 0 1 0 1 1 60 0 0 61 4 80 0 0 84 147 10:45 - 11:00 0 0 0 0 0 11 0 29 0 40 0 115 1 0 116 0 89 1 0 90 246 11:00 - 11:15 0 0 0 0 0 1 0 6 0 7 0 70 2 0 72 1 77 1 0 79 158 11:15 - 11:30 1 0 0 0 1 1 0 1 0 2 2 76 0 0 78 2 57 0 0 59 140 11:30 - 11:45 0 0 0 0 0 0 0 1 0 1 1 101 2 0 104 2 71 0 0 73 178 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 83 1 0 84 4 99 0 0 103 187 12:00 - 12:15 0 0 0 0 0 1 0 1 0 2 0 79 4 0 83 19 89 0 0 108 193 12:15 - 12:30 0 0 1 0 1 3 0 5 0 8 1 70 2 0 73 5 77 0 0 82 164 12:30 - 12:45 0 0 1 0 1 0 0 1 0 1 0 76 0 0 76 0 85 1 0 86 164 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 84 0 0 84 0 97 1 0 98 182 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 86 0 0 86 0 103 3 0 106 192 1:15 - 1:30 0 0 0 0 0 0 0 1 0 1 1 92 0 0 93 0 73 4 0 77 171 1:30 - 1:45 0 0 0 0 0 1 0 1 0 2 5 74 1 0 80 1 79 3 0 83 165 1:45 - 2:00 3 0 0 0 3 0 0 3 0 3 4 72 0 0 76 3 79 9 0 91 173 2:00 - 2:15 4 0 0 0 4 0 0 1 0 1 4 71 0 0 75 0 66 15 0 81 161 2:15 - 2:30 49 0 0 0 49 3 0 1 0 4 6 72 1 0 79 4 96 8 0 108 240 2:30 - 2:45 5 0 3 0 8 1 0 0 0 1 2 96 2 0 100 3 95 0 0 98 207 2:45 - 3:00 2 0 0 0 2 3 0 6 0 9 0 93 2 0 95 2 83 1 0 86 192 3:00 - 3:15 3 0 0 0 3 5 0 18 0 23 0 95 2 0 97 1 91 1 0 93 216 3:15 - 3:30 4 0 0 0 4 4 0 10 0 14 0 136 1 0 137 0 74 1 0 75 230 3:30 - 3:45 1 0 1 0 2 1 0 1 0 2 0 132 0 0 132 1 90 0 0 91 227 3:45 - 4:00 0 0 0 0 0 0 0 4 0 4 0 133 0 0 133 0 104 1 0 105 242 4:00 - 4:15 1 0 0 0 1 0 0 0 0 0 2 119 1 0 122 1 112 0 0 113 236 4:15 - 4:30 0 0 0 0 0 1 0 1 0 2 1 121 0 0 122 0 94 0 0 94 218 4:30 - 4:45 2 0 0 0 2 0 0 0 0 0 2 192 0 0 194 1 118 3 0 122 318 4:45 - 5:00 0 0 2 0 2 0 0 0 0 0 3 140 1 0 144 0 97 0 0 97 243 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 2 121 0 0 123 0 111 1 0 112 235 5:15 - 5:30 0 0 0 0 0 0 0 1 0 1 1 128 1 0 130 2 109 0 0 111 242 5:30 - 5:45 0 0 1 0 1 0 0 0 0 0 1 95 1 0 97 6 112 1 0 119 217 5:45 - 6:00 0 0 1 0 1 1 0 2 0 3 0 98 9 0 107 11 106 8 0 125 236 6:00 - 6:15 1 0 0 0 1 0 0 3 0 3 1 78 4 0 83 5 82 1 0 88 175 6:15 - 6:30 1 0 0 0 1 0 0 4 0 4 0 72 1 0 73 3 77 0 0 80 158 6:30 - 6:45 0 0 0 0 0 0 0 1 0 1 0 60 0 0 60 0 70 0 0 70 131 6:45 - 7:00 0 0 0 0 0 1 0 0 0 1 0 45 1 0 46 1 63 3 0 67 114 12 Hr Totals 175 0 12 0 187 91 0 124 0 215 95 4255 81 0 4431 185 4519 145 0 4849 9682 82 TOTALS TURNING MOVEMENT COUNT -SUMMARY Intersection of: Roanoke Boulevard and: Burton Center West Access Location: Roanoke County, Virginia Counted by: VCU Date: April 13, 2023 Weather: Sunny/Warm Entered by: SN Thursday Star Rating: 4 rim he li!- �f'�rH�� TIME TRAFFIC FROM NORTH on: School Access RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM SOUTH Burton Ctr West Access THRU LEFT U-TN TOTAL TRAFFIC FROM EAST on: Roanoke Boulevard RIGHT THRU LEFT U-TN TOTAL on: RIGHT TRAFFIC FROM WEST Roanoke Boulevard THRU LEFT U-TN TOTAL TOTAL N + S + E + W 1 Hr Totals 7:00 - 8:00 92 0 1 0 93 48 0 7 0 55 47 328 33 0 408 77 561 74 0 712 1268 7:15 - 8:15 92 0 1 0 93 35 0 6 0 41 41 348 23 0 412 58 579 55 0 692 1238 7:30 - 8:30 58 0 1 0 59 2 0 5 0 7 29 321 8 0 358 22 553 36 0 611 1035 7:45 - 8:45 3 0 0 0 3 0 0 3 0 3 7 301 5 0 313 16 483 2 0 501 820 8:00 - 9:00 3 0 0 0 3 0 0 3 0 3 4 279 5 0 288 16 417 2 0 435 729 8:15 - 9:15 3 0 0 0 3 0 0 3 0 3 4 244 4 0 252 16 373 1 0 390 648 8:30 - 9:30 3 0 0 0 3 3 0 5 0 8 5 280 4 0 289 12 372 2 0 386 686 8:45 - 9:45 3 0 0 0 3 3 0 9 0 12 3 284 5 0 292 10 369 3 0 382 689 9:00 - 10:00 2 0 0 0 2 3 0 8 0 11 3 269 3 0 275 6 369 2 0 377 665 9:15 - 10:15 2 0 1 0 3 4 0 7 0 11 3 284 3 0 290 4 353 2 0 359 663 9:30 - 10:30 1 0 1 0 2 2 0 7 0 9 1 266 2 0 269 7 345 1 0 353 633 9:45 - 10:45 1 0 1 0 2 2 0 4 0 6 2 262 1 0 265 9 330 0 0 339 612 10:00 - 11:00 1 0 1 0 2 13 0 33 0 46 2 319 1 0 322 8 336 1 0 345 715 10:15 - 11:15 1 0 0 0 1 13 0 39 0 52 1 322 3 0 326 9 333 2 0 344 723 10:30 - 11:30 2 0 0 0 2 13 0 37 0 50 3 321 3 0 327 7 303 2 0 312 691 10:45 - 11:45 1 0 0 0 1 13 0 37 0 50 3 362 5 0 370 5 294 2 0 301 722 11:00 - 12:00 1 0 0 0 1 2 0 8 0 10 3 330 5 0 338 9 304 1 0 314 663 11:15 - 12:15 1 0 0 0 1 2 0 3 0 5 3 339 7 0 349 27 316 0 0 343 698 11:30 - 12:30 0 0 1 0 1 4 0 7 0 11 2 333 9 0 344 30 336 0 0 366 722 11:45 - 12:45 0 0 2 0 2 4 0 7 0 11 1 308 7 0 316 28 350 1 0 379 708 12:00 - 1:00 0 0 2 0 2 4 0 7 0 11 1 309 6 0 316 24 348 2 0 374 703 12:15 - 1:15 0 0 2 0 2 3 0 6 0 9 1 316 2 0 319 5 362 5 0 372 702 12:30 - 1:30 0 0 1 0 1 0 0 2 0 2 1 338 0 0 339 0 358 9 0 367 709 12:45 - 1:45 0 0 0 0 0 1 0 2 0 3 6 336 1 0 343 1 352 11 0 364 710 1:00 - 2:00 3 0 0 0 3 1 0 5 0 6 10 324 1 0 335 4 334 19 0 357 701 1:15 - 2:15 7 0 0 0 7 1 0 6 0 7 14 309 1 0 324 4 297 31 0 332 670 1:30 - 2:30 56 0 0 0 56 4 0 6 0 10 19 289 2 0 310 8 320 35 0 363 739 1:45 - 2:45 61 0 3 0 64 4 0 5 0 9 16 311 3 0 330 10 336 32 0 378 781 2:00 - 3:00 60 0 3 0 63 7 0 8 0 15 12 332 5 0 349 9 340 24 0 373 800 2:15 - 3:15 59 0 3 0 62 12 0 25 0 37 8 356 7 0 371 10 365 10 0 385 855 2:30 - 3:30 14 0 3 0 17 13 0 34 0 47 2 420 7 0 429 6 343 3 0 352 845 2:45 - 3:45 10 0 1 0 11 13 0 35 0 48 0 456 5 0 461 4 338 3 0 345 865 3:00 - 4:00 8 0 1 0 9 10 0 33 0 43 0 496 3 0 499 2 359 3 0 364 915 3:15 - 4:15 6 0 1 0 7 5 0 15 0 20 2 520 2 0 524 2 380 2 0 384 935 3:30 - 4:30 2 0 1 0 3 2 0 6 0 8 3 505 1 0 509 2 400 1 0 403 923 3:45 - 4:45 3 0 0 0 3 1 0 5 0 6 5 565 1 0 571 2 428 4 0 434 1014 4:00 - 5:00 3 0 2 0 5 1 0 1 0 2 8 572 2 0 582 2 421 3 0 426 1015 4:15 - 5:15 2 0 2 0 4 1 0 1 0 2 8 574 1 0 583 1 420 4 0 425 1014 4:30 - 5:30 2 0 2 0 4 0 0 1 0 1 8 581 2 0 591 3 435 4 0 442 1038 4:45 - 5:45 0 0 3 0 3 0 0 1 0 1 7 484 3 0 494 8 429 2 0 439 937 5:00 - 6:00 0 0 2 0 2 1 0 3 0 4 4 442 11 0 457 19 438 10 0 467 930 5:15 - 6:15 1 0 2 0 3 1 0 6 0 7 3 399 15 0 417 24 409 10 0 443 870 5:30 - 6:30 2 0 2 0 4 1 0 9 0 10 2 343 15 0 360 25 377 10 0 412 786 5:45 - 6:45 2 0 1 0 3 1 0 10 0 11 1 308 14 0 323 19 335 9 0 363 700 6:00 - 7:00 2 0 0 0 2 1 0 8 0 9 1 255 6 0 262 9 292 4 0 305 578 PEAK HOUR 7:00-8:00 92 0 1 0 93 48 0 7 0 55 47 328 33 0 408 77 561 74 0 712 1268 4:30 - 5:30 2 0 2 0 4 0 0 1 0 1 8 581 2 0 591 3 435 4 0 442 1038 83 Appendix D Existing Burton Traffic Summary & Site Projections Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 84 111 BARER & ASSOCIATES Burton Center Traffic Counts & Projections Time Entering Traffic Exiting Traffic Total Existing Site- Generated Traffic % Entering % Exiting Adjusted Site -Generated Traffic East Access West Access Total East Access West Access Total Entering Exiting Total 7:00 - 7:15 13 32 45 2 15 17 62 73% 27% 50 19 69 7:15 - 7:30 35 57 92 15 35 50 142 65% 35% 101 55 156 7:30 - 7:45 2 13 15 8 4 12 27 56% 44% 17 13 30 7:45 - 8:00 6 8 14 3 1 4 18 78% 22% 15 4 19 AM Peak Hr 56 110 166 28 55 83 249 183 91 274 8:00 - 8:15 2 3 5 1 1 2 7 71% 29% 6 2 8 8:15 - 8:30 3 6 9 0 1 1 10 90% 10% 10 1 11 8:30 - 8:45 2 4 6 0 0 0 6 100% 0% 7 0 7 8:45 - 9:00 5 8 13 2 1 3 16 81% 19% 14 3 17 9:00 - 9:15 6 2 8 5 1 6 14 57% 43% 9 7 16 9:15 - 9:30 5 2 7 3 6 9 16 44% 56% 8 10 18 9:30 - 9:45 0 3 3 1 4 5 8 38% 63% 3 6 9 9:45 - 10:00 0 2 2 1 0 1 3 67% 33% 2 1 3 10:00 - 10:15 1 0 1 2 1 3 4 25% 75% 1 3 4 10:15 - 10:30 3 4 7 0 4 4 11 64% 36% 8 4 12 10:30 - 10:45 2 4 6 0 1 1 7 86% 14% 7 1 8 10:45 - 11:00 2 1 3 40 40 80 83 4% 96% 3 88 91 11:00 - 11:15 0 3 3 2 7 9 12 25% 75% 3 10 13 11:15 - 11:30 2 2 4 0 2 2 6 67% 33% 4 2 6 11:30 - 11:45 0 4 4 2 1 3 7 57% 43% 4 3 7 11:45 - 12:00 5 5 10 1 0 1 11 91% 9% 11 1 12 12:00 - 12:15 21 23 44 1 2 3 47 94% 6% 48 3 51 12:15 - 12:30 12 7 19 1 8 9 28 68% 32% 21 10 31 12:30 - 12:45 0 0 0 0 1 1 1 0% 100% 0 1 1 12:45 - 1:00 0 0 0 0 0 0 0 - - 0 0 0 1:00-1:15 0 0 0 0 0 0 0 - - 0 0 0 1 :15 - 1:30 2 0 2 9 1 10 12 17% 83% 2 11 13 1:30 - 1:45 0 2 2 3 2 5 7 29% 71% 2 6 8 1 :45 - 2:00 0 3 3 1 3 4 7 43% 57% 3 4 7 2:00 - 2:15 2 0 2 2 1 3 5 40% 60% 2 3 5 2:15 - 2:30 2 5 7 4 4 8 15 47% 53% 8 9 17 2:30 - 2:45 4 5 9 6 1 7 16 56% 44% 10 8 18 2:45 - 3:00 7 4 11 18 9 27 38 29% 71% 12 30 42 3:00 - 3:15 1 3 4 20 23 43 47 9% 91% 4 47 51 3:15 - 3:30 1 1 2 5 14 19 21 10% 90% 2 21 23 3:30 - 3:45 0 1 1 1 2 3 4 25% 75% 1 3 4 3:45 - 4:00 2 0 2 5 4 9 11 18% 82% 2 10 12 4:00 - 4:15 0 2 2 2 0 2 4 50% 50% 2 2 4 4:15 - 4:30 0 0 0 0 2 2 2 0% 100% 0 2 2 4:30 - 4:45 0 1 1 0 0 0 1 100% 0% 1 0 1 4:45 - 5:00 0 1 1 0 0 0 1 100% 0% 1 0 1 5:00-5:15 0 0 0 0 0 0 0 - - 0 0 0 5:15 - 5:30 0 3 3 1 1 2 5 60% 40% 3 2 5 5:30 - 5:45 0 7 7 1 0 1 8 88% 13% 8 1 9 5:45 - 6:00 1 20 21 1 3 4 25 84% 16% 23 4 27 6:00 - 6:15 0 9 9 0 3 3 12 75% 25% 10 3 13 6:15 - 6:30 0 4 4 0 4 4 8 50% 50% 4 4 8 PM Peak Hr 1 40 41 2 10 12 53 45 12 57 6:30 - 6:45 0 0 0 0 1 1 1 0% 100% 0 1 1 6:45 - 7:00 0 2 2 0 1 1 3 67% 33% 2 1 3 Total 149 266 415 169 215 384 799 52% 48% 454 419 873 85 Appendix E Existing Signal Timing Information Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 86 111 BARER & ASSOCIATES Route 117 (Peters Creek Road) & Route 118 (Airport Road) - Timings H oo Z n p o rn H m Z W L.0 V N ^ O m V1 N H m N ^ O X � V1 V1 V1 V1 Z O 4 N r r^ C m m V1 N O N a N 'a.O U. w ti N 3 V l7 m Vo'N X x x 0 Ring/Barrier Diagram C W m N tD FYA on all 4 approaches (Phase 1, 3, 5, 7) 87 Route 117 (Peters Creek Road) & Route 1832 (Barrens Road) -Ti co co z io 4 0 0 ▪ 4 N r • m N N m -1 c-I co N ▪ N r 0 0 0 m p m a N N a m oo ti co Z O p p .fl w m M I,71- 0. ▪ N m m O oo ti o] r- p O p p cr O O x ^ ci N N T -1 m .ti Z io N• N N o O r m N N cr N c-I N U1 O • W c- U I N ?i V (j CC rd 0) C Lg g =-O C C Ring/Barrier Diagram No FYA at this intersection 88 Traffic Study Roanoke County CTE Facility — Roanoke County, VA July 18, 2023 Appendix F Synchro 11 and SimTraffic 11 Intersection Analysis Data 89 111 BARER & ASSOCIATES HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 111 19 14 rr 11 14 ri Traffic Volume (vph) 5 13 31 250 3 142 6 679 259 174 849 8 Future Volume (vph) 5 13 31 250 3 142 6 679 259 174 849 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 6.7 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 0.89 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 1698 1787 1620 1805 3574 1615 1787 3574 1615 Flt Permitted 0.62 1.00 0.73 1.00 0.22 1.00 1.00 0.26 1.00 1.00 Satd. Flow (perm) 1176 1698 1365 1620 421 3574 1615 488 3574 1615 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 5 14 34 275 3 156 7 746 285 191 933 9 RTOR Reduction (vph) 0 31 0 0 118 0 0 0 120 0 0 5 Lane Group Flow (vph) 5 17 0 275 41 0 7 746 165 191 933 4 Heavy Vehicles (%) 0% 0% 0% 1% 0% 0% 0% 1% 0% 1% 1% 0% Turn Type D.P+P NA D.P+P NA D.P+P NA pm+ov D.P+P NA pm+ov Protected Phases 7 4 3 8 1 6 3 5 2 7 Permitted Phases 8 4 4 2 6 6 2 Actuated Green, G (s) 29.5 9.3 29.5 27.2 53.5 40.7 60.9 53.5 52.4 54.7 Effective Green, g (s) 29.5 9.3 29.5 27.2 53.5 40.7 60.9 53.5 52.4 54.7 Actuated g/C Ratio 0.26 0.08 0.26 0.24 0.48 0.36 0.54 0.48 0.47 0.49 Clearance Time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 6.7 Vehicle Extension (s) 4.0 4.5 4.0 4.5 4.0 5.5 4.0 4.0 5.5 4.0 Lane Grp Cap (vph) 322 140 434 392 214 1296 876 380 1669 787 v/s Ratio Prot 0.00 0.01 c0.11 0.03 0.00 0.21 0.03 c0.06 c0.26 0.00 v/s Ratio Perm 0.00 c0.05 0.02 0.07 0.18 0.00 v/c Ratio 0.02 0.12 0.63 0.10 0.03 0.58 0.19 0.50 0.56 0.01 Uniform Delay, d1 30.6 47.7 36.0 33.0 16.4 28.8 13.1 18.1 21.6 14.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.03 1.00 Incremental Delay, d2 0.0 0.7 3.4 0.2 0.1 1.1 0.1 1.4 0.8 0.0 Delay (s) 30.6 48.3 39.4 33.2 16.5 29.9 13.2 20.1 22.9 14.8 Level of Service C D D C B C B C C B Approach Delay (s) 46.7 37.1 25.2 22.4 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 26.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 112.2 Sum of lost time (s) 29.2 Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Existing AM Peak Hr Existing AM Peak Hr 7:30 am 04/13/2023 Existing AM CPB Synchro 11 Report Page 1 90 HCM 2010 TWSC 7: Peters Creek Rd & Alpine Rd 07/18/2023 Intersection Int Delay, s/veh 2.5 Movement EBU EBL EBT WBU WBT WBR SEL SER Lane Configurations ++ "1 Traffic Vol, veh/h 25 94 667 2 938 23 10 112 Future Vol, veh/h 25 94 667 2 938 23 10 112 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop RT Channelized - None - - None - None Storage Length 175 - - - - 0 - Veh in Median Storage, # - - 0 - 0 - 0 Grade, % - 0 - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 1 0 1 0 0 0 Mvmt Flow 27 102 725 2 1020 25 11 122 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1045 1045 0 725 - 0 1658 523 Stage 1 - - - - - 1037 Stage 2 - - - - - 621 Critical Hdwy 6.4 4.1 - 6.4 - - 6.8 6.9 Critical Hdwy Stg 1 - - - - - 5.8 Critical Hdwy Stg 2 - - - - - 5.8 Follow-up Hdwy 2.5 2.2 - 2.5 - - 3.5 3.3 Pot Cap-1 Maneuver 316 673 - 505 - - 90 504 Stage 1 - - - - - 307 Stage 2 - - - - - 504 Platoon blocked, % - - - Mov Cap-1 Maneuver 493 493 - 505 - - 66 504 Mov Cap-2 Maneuver - - - - - 66 Stage 1 - - - - - 227 Stage 2 - - - - - 499 Approach EB WB SE HCM Control Delay, s 2.3 0 23.4 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SELn1 Capacity (veh/h) 493 - - - 326 HCM Lane V/C Ratio 0.262 - - - 0.407 HCM Control Delay (s) 14.9 - - - 23.4 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 1 - - - 1.9 Existing AM Peak Hr Existing AM Peak Hr 7:30 am 04/13/2023 Existing AM CPB Synchro 11 Report Page 1 91 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 tr- Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations 44 r 44 r 19 "F Traffic Volume (vph) 5 87 478 71 14 49 735 74 88 16 64 99 Future Volume (vph) 5 87 478 71 14 49 735 74 88 16 64 99 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 MI Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 3574 1615 1805 3574 1615 1805 1671 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 3574 1615 1805 3574 1615 1805 1671 Peak -hour factor, PHF 0.92 0.87 0.87 0.87 0.92 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 5 100 549 82 15 56 845 85 101 18 74 114 RTOR Reduction (vph) 0 0 0 50 0 0 0 55 0 65 0 0 Lane Group Flow (vph) 0 105 549 32 0 71 845 30 101 27 0 0 Heavy Vehicles (%) 0% 0% 1% 0% 0% 0% 1% 0% 0% 0% 0% 0% Turn Type Prot Prot NA Perm Prot Prot NA Perm Split NA Split Protected Phases 1 1 6 5 5 2 3 3 4 Permitted Phases 6 2 Actuated Green, G (s) 12.6 41.1 41.1 8.6 37.5 37.5 12.9 12.9 Effective Green, g (s) 12.6 41.1 41.1 8.6 37.5 37.5 12.9 12.9 Actuated g/C Ratio 0.12 0.39 0.39 0.08 0.36 0.36 0.12 0.12 Clearance Time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Vehicle Extension (s) 3.5 4.0 4.0 3.5 4.0 4.0 4.0 4.0 I. Lane Grp Cap (vph) 215 1391 628 146 1269 573 220 204 v/s Ratio Prot c0.06 c0.15 0.04 c0.24 c0.06 0.02 GM v/s Ratio Perm 0.02 0.02 v/c Ratio 0.49 0.39 0.05 0.49 0.67 0.05 0.46 0.13 Uniform Delay, d1 43.5 23.3 20.1 46.4 28.8 22.4 43.1 41.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 0.3 0.0 3.0 1.5 0.1 2.1 0.4 Delay (s) 45.5 23.5 20.1 49.4 30.2 22.4 45.2 41.8 Level of Service D C C DCCD D Approach Delay (s) 26.3 30.9 43.5 Approach LOS C C D Intersection Summary HCM 2000 Control Delay 31.9 HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 105.6 Intersection Capacity Utilization 61.9% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service C Sum of lost time (s) ICU Level of Service 27.5 B Existing AM Peak Hr Existing AM Peak Hr 7:30 am 04/13/2023 Existing AM CPB Synchro 11 Report Page 1 92 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Lane Configurations 4 r Traffic Volume (vph) 25 130 Future Volume (vph) 25 130 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.2 8.2 Lane Util. Factor 1.00 1.00 Frt 1.00 0.85 Flt Protected 0.96 1.00 Satd. Flow (prot) 1827 1615 Flt Permitted 0.96 1.00 Satd. Flow (perm) 1827 1615 Peak -hour factor, PHF 0.87 0.87 Adj. Flow (vph) 29 149 RTOR Reduction (vph) 0 127 Lane Group Flow (vph) 143 22 Heavy Vehicles (%) 0% 0% Turn Type NA Perm Protected Phases 4 Permitted Phases 4 Actuated Green, G (s) 15.5 15.5 Effective Green, g (s) 15.5 15.5 Actuated g/C Ratio 0.15 0.15 Clearance Time (s) 8.2 8.2 Vehicle Extension (s) 4.0 4.0 Lane Grp Cap (vph) 268 237 v/s Ratio Prot c0.08 v/s Ratio Perm 0.01 v/c Ratio 0.53 0.09 Uniform Delay, d1 41.7 39.0 Progression Factor 1.00 1.00 Incremental Delay, d2 2.6 0.2 Delay (s) 44.3 39.2 Level of Service D D Approach Delay (s) 41.7 Approach LOS D Intersection Summary Existing AM Peak Hr Existing AM Peak Hr 7:30 am 04/13/2023 Existing AM CPB Synchro 11 Report Page 2 93 SimTraffic Simulation Summary Existing AM 07/18/2023 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 7:15 7:15 7:15 7:15 7:15 7:15 7:15 End Time 8:30 8:30 8:30 8:30 8:30 8:30 8:30 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 2872 2858 2751 2820 2748 2821 2880 Vehs Exited 2884 2838 2749 2827 2741 2810 2902 Starting Vehs 72 67 73 79 70 78 83 Ending Vehs 60 87 75 72 77 89 61 Travel Distance (mi) 1676 1673 1615 1632 1611 1656 1667 Travel Time (hr) 78.1 79.2 73.3 75.3 74.3 76.3 78.6 Total Delay (hr) 31.8 32.9 28.6 30.1 29.9 30.4 32.3 Total Stops 2737 2895 2638 2819 2609 2721 2775 Fuel Used (gal) 66.6 67.1 63.1 65.1 64.2 65.9 66.0 Summary of All Intervals Run Number 8 9 10 Avg Start Time 7:15 7:15 7:15 7:15 End Time 8:30 8:30 8:30 8:30 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 2734 2844 2773 2810 Vehs Exited 2734 2854 2775 2813 Starting Vehs 73 91 59 69 Ending Vehs 73 81 57 70 Travel Distance (mi) 1622 1661 1644 1646 Travel Time (hr) 74.6 79.2 75.9 76.5 Total Delay (hr) 29.7 33.0 30.5 30.9 Total Stops 2670 2844 2699 2743 Fuel Used (gal) 64.4 67.0 64.9 65.4 Interval #0 Information Seeding Start Time 7:15 End Time 7:30 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. Existing AM Peak Hr Existing AM Peak Hr CPB SimTraffic Report Page 1 94 SimTraffic Simulation Summary Existing AM 07/18/2023 Interval #1 Information Recording Start Time 7:30 End Time 7:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording 1 2 3 4 5 6 7 696 689 650 677 627 648 704 693 691 652 680 627 658 690 72 67 73 79 70 78 83 75 65 71 76 70 68 97 404 407 392 396 358 398 396 19.7 18.7 17.0 17.8 16.1 17.9 18.7 8.5 7.5 6.3 6.9 6.1 7.1 7.7 706 698 612 661 587 622 700 16.5 16.3 15.0 15.8 14.2 15.7 15.7 Start Time 7:30 End Time 7:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered 675 669 640 665 Vehs Exited 667 703 620 668 Starting Vehs 73 91 59 69 Ending Vehs I 81 57 79 70 Travel Distance (mi) 405 395 370 392 Travel Time (hr) 18.1 18.7 16.0 17.9 Total Delay (hr) 7.0 7.7 5.8 7.1 Total Stops 640 642 538 641 Fuel Used (gal) 16.1 16.2 14.1 15.6 Existing AM Peak Hr Existing AM Peak Hr CPB SimTraffic Report Page 2 95 SimTraffic Simulation Summary Existing AM 07/18/2023 Interval #2 Information Recording Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #2 Information Recording 1 2 810 788 788 745 75 65 97 108 464 455 21.6 22.2 8.8 9.7 770 813 18.2 18.5 3 4 5 6 7 725 771 806 755 806 724 753 806 751 804 71 76 70 68 97 72 94 70 72 99 415 446 465 428 464 19.0 22.2 23.0 21.0 23.4 7.4 9.9 10.1 9.0 10.5 709 841 766 777 791 16.3 18.2 18.9 17.7 18.8 Start Time End Time Total Time (min) Volumes adjusted by PHF, Growth Factors. 7:45 8:00 15 9 10 Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 770 747 81 104 445 22.1 9.8 800 18.3 804 768 57 93 449 22.5 9.8 839 18.4 830 817 79 92 480 23.8 10.4 819 19.6 Avg 787 769 70 90 451 22.1 9.5 794 18.3 Existing AM Peak Hr Existing AM Peak Hr CPB SimTraffic Report Page 3 96 SimTraffic Simulation Summary Existing AM 07/18/2023 Interval #3 Information Recording Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information Recording 1 2 3 4 5 6 7 679 662 662 671 656 719 687 700 695 666 689 654 716 708 97 108 72 94 70 72 99 76 75 68 76 72 75 78 422 394 394 386 383 417 419 19.4 18.6 18.3 17.4 17.1 18.7 19.1 7.8 7.7 7.4 6.7 6.7 7.1 7.5 661 677 678 657 618 645 680 16.8 15.8 15.5 15.3 15.3 16.3 16.2 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered 638 677 661 670 Vehs Exited 695 700 677 689 Starting Vehs 104 93 92 90 Ending Vehs lir 47 70 76 70 Travel Distance (mi) 390 410 401 401 Travel Time (hr) 17.5 19.0 18.5 18.4 Total Delay (hr) 6.7 7.7 7.5 7.3 Total Stops 613 690 674 660 Fuel Used (gal) 15.4 16.4 15.9 15.9 Existing AM Peak Hr Existing AM Peak Hr CPB SimTraffic Report Page 4 97 SimTraffic Simulation Summary Existing AM 07/18/2023 Interval #4 Information Recording Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #4 Information Recording 1 2 3 4 5 6 7 687 719 714 701 659 699 683 703 707 707 705 654 685 700 76 75 68 76 72 75 78 60 87 75 72 77 89 61 386 417 413 403 405 414 388 17.4 19.7 19.0 17.9 18.1 18.7 17.4 6.7 8.1 7.6 6.7 7.0 7.2 6.6 600 707 639 660 638 677 604 15.1 16.5 16.2 15.9 15.7 16.3 15.4 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 651 625 47 73 382 16.9 6.2 617 14.7 694 683 70 81 407 19.0 7.8 673 16.0 642 685 661 682 76 70 57 70 393 401 17.6 18.2 6.8 7.1 668 647 15.3 15.7 Existing AM Peak Hr Existing AM Peak Hr CPB SimTraffic Report Page 5 98 Queuing and Blocking Report Existing AM 07/18/2023 Intersection: 3: Barrens Rd & Peters Creek Rd Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served UL T T R UL T T R L TR LT R Maximum Queue (ft) 166 213 209 40 188 334 288 73 97 139 162 86 Average Queue (ft) 66 71 87 11 53 181 137 19 54 37 81 38 95th Queue (ft) 129 165 175 29 122 287 246 57 93 95 145 67 Link Distance (ft) 1416 1416 810 810 623 625 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 180 430 300 350 100 225 Storage Blk Time (%) 0 1 0 1 0 0 1 1 Queuing Penalty (veh) 1 1 0 0 0 0 1 1 Intersection: 7: Peters Creek Rd & Alpine Rd Movement EB WB WB SE Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) UL UT TR LR 107 26 19 122 38 1 1 48 81 15 11 89 1416 1416 939 175 Intersection: 8: Peters Creek Rd & Archcrest Dr/Airport Rd Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T R L T T R Maximum Queue (ft) 30 87 276 182 35 333 309 180 208 282 297 19 Average Queue (ft) 3 28 130 40 5 186 135 56 87 107 121 1 95th Queue (ft) 18 64 224 107 25 293 263 133 156 222 238 11 Link Distance (ft) 425 432 482 482 1463 1463 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 175 250 300 180 300 300 Storage Blk Time (%) 0 0 1 1 0 0 0 0 Queuing Penalty (veh) 0 0 0 3 0 0 0 0 Network Summary Network wide Queuing Penalty: 8 Existing AM Peak Hr Existing AM Peak Hr CPB SimTraffic Report Page 6 99 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt EBL EBT EBR WBL 20 23 27 286 20 23 27 286 1900 1900 1900 1900 6.7 6.7 6.7 1.00 1.00 1.00 1.00 0.92 1.00 1- WBT WBR NBL 25 258 44 25 258 44 1900 1900 1900 6.7 7.9 1.00 1.00 0.86 1.00 NBT NBR 775 291 775 291 1900 1900 7.9 6.7 0.95 1.00 1.00 0.85 � t SBU SBL SBT 'Pi ft 3 223 855 3 223 855 1900 1900 1900 7.9 7.9 1.00 0.95 1.00 1.00 Flt Protected Satd. Flow (prot) Flt Permitted 0.95 1.00 1805 1747 0.35 1.00 0.95 1.00 1805 1640 0.72 1.00 0.95 1.00 1.00 1805 3574 1615 0.22 1.00 1.00 0.95 1.00 1805 3539 0.21 1.00 Satd. Flow (perm) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 674 0.97 21 0 21 0% D.P+P 7 8 30.6 30.6 0.27 6.7 4.0 222 0.00 0.02 0.09 31.4 1.00 0.3 31.6 C 1747 0.97 24 26 26 0% NA 4 4 8.5 8.5 0.07 6.7 4.5 130 0.01 0.20 49.6 1.00 1.3 50.9 D 45.4 D 1374 0.97 0.97 28 295 0 0 0 295 0% 0% D.P+P 3 4 30.6 30.6 0.27 6.7 4.0 451 00.13 c0.05 0.65 36.5 1.00 3.8 40.3 D 1640 0.97 26 204 88 0% NA 8 26.4 26.4 0.23 6.7 4.5 379 0.05 0.23 35.6 1.00 0.5 36.1 D 38.2 D 422 0.97 0.97 266 45 0 0 0 45 0% 0% D.P+P 1 2 54.3 54.3 0.48 7.9 4.0 274 0.01 0.07 0.16 17.1 1.00 0.4 17.5 B 3574 0.97 799 0 799 1% NA 6 38.8 38.8 0.34 7.9 5.5 1215 c0.22 0.66 32.0 1.00 1.9 33.9 C 28.1 C 1615 0.97 300 120 180 0% pm+ov 3 6 60.9 60.9 0.53 6.7 4.0 861 0.04 0.07 0.21 14.0 1.00 0.2 14.1 B 0.97 3 0 0 0% D.P+P 5 6 407 0.97 230 0 233 0% D.P+P 5 6 54.3 54.3 0.48 7.9 4.0 383 c0.08 0.21 0.61 19.5 1.00 3.2 22.7 C 3539 0.97 881 0 881 2% NA 2 48.2 48.2 0.42 7.9 5.5 1495 c0.25 0.59 25.3 1.00 1.0 26.4 C 25.4 C HCM 2000 Control Delay 29.5 HCM 2000 Level of Service HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 114.1 Sum of lost time (s) Intersection Capacity Utilization 75.2% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group 29.2 Existing PM Peak Hr Existing PM Peak Hr 5:00 pm 04/13/2023 Existing PM CPB Synchro 11 Report Page 1 100 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 4/ Movement SBR Larfonfigurations Traffic Volume (vph) 20 Future Volume (vph) 20 Ideal Flow (vphpl) 1900 Total Lost time (s) 6.7 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1615 Flt Permitted 1.00 Satd. Flow (perm) 1615 Peak -hour factor, PHF 0.97 Adj. Flow (vph) 21 RTOR Reduction (vph) 11 Lane Group Flow (vph) 10 Heavy Vehicles (%) 0% Turn Type pm+ov Protected Phases 7 Permitted Phases 2 Actuated Green, G (s) 52.4 Effective Green, g (s) 52.4 Actuated g/C Ratio 0.46 Clearance Time (s) 6.7 Vehicle Extension (s) 4.0 Lane Grp Cap (vph) 741 v/s Ratio Prot 0.00 v/s Ratio Perm 0.01 v/c Ratio 0.01 Uniform Delay, d1 16.8 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 16.8 Level of Service B Approach Delay (s) Approach LOS Intersection Summary Existing PM Peak Hr Existing PM Peak Hr 5:00 pm 04/13/2023 Existing PM CPB Synchro 11 Report Page 2 101 HCM 2010 TWSC 7: Peters Creek Rd & Alpine Rd 07/18/2023 Intersection Int Delay, s/veh 1.2 Movement EBU EBL EBT WBU WBT WBR SEL SER Lane Configurations ++ "1 Traffic Vol, veh/h 4 93 965 10 982 18 5 52 Future Vol, veh/h 4 93 965 10 982 18 5 52 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop RT Channelized - None - - None - None Storage Length 175 - - - - 0 - Veh in Median Storage, # - - 0 - 0 - 0 Grade, % - 0 - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 1 0 1 0 0 0 Mvmt Flow 4 98 1016 11 1034 19 5 55 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1053 1053 0 1016 - 0 1778 527 Stage 1 - - - - - 1066 Stage 2 - - - - - 712 Critical Hdwy 6.4 4.1 - 6.4 - - 6.8 6.9 Critical Hdwy Stg 1 - - - - - 5.8 Critical Hdwy Stg 2 - - - - - 5.8 Follow-up Hdwy 2.5 2.2 - 2.5 - - 3.5 3.3 Pot Cap-1 Maneuver 312 669 - 330 - - 75 501 Stage 1 - - - - - 297 Stage 2 - - - - - 453 Platoon blocked, % - - - Mov Cap-1 Maneuver 633 633 - 330 - - 58 501 Mov Cap-2 Maneuver - - - - - 58 Stage 1 - - - - - 249 Stage 2 - - - - - 416 Approach EB WB SE HCM Control Delay, s 1.1 0.2 20 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SELn1 Capacity (veh/h) 633 - - - 300 HCM Lane V/C Ratio 0.161 - - - 0.2 HCM Control Delay (s) 11.8 - - - 20 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.6 - - - 0.7 Existing PM Peak Hr Existing PM Peak Hr 5:00 pm 04/13/2023 Existing PM CPB Synchro 11 Report Page 1 102 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations 44 r 44 r 19 "F Traffic Volume (vph) 3 121 812 43 20 22 860 141 38 1 29 134 Future Volume (vph) 3 121 812 43 20 22 860 141 38 1 29 134 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 3574 1615 1805 3574 1615 1805 1624 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 3574 1615 1805 3574 1615 1805 1624 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 3 125 837 44 21 23 887 145 39 1 30 138 RTOR Reduction (vph) 0 0 0 24 0 0 0 78 0 28 0 0 Lane Group Flow (vph) 0 128 837 20 0 44 887 67 39 3 0 0 Heavy Vehicles (%) 0% 0% 1% 0% 0% 0% 1% 0% 0% 0% 0% 0% Turn Type Prot Prot NA Perm Prot Prot NA Perm Split NA Split Protected Phases 1 1 6 5 5 2 3 3 Permitted Phases 6 2 Actuated Green, G (s) 13.7 47.1 47.1 6.9 40.7 40.7 7.0 7.0 Effective Green, g (s) 13.7 47.1 47.1 6.9 40.7 40.7 7.0 7.0 Actuated g/C Ratio 0.13 0.46 0.46 0.07 0.39 0.39 0.07 0.07 Clearance Time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Vehicle Extension (s) 3.5 4.0 4.0 3.5 4.0 4.0 4.0 4.0 I. Lane Grp Cap (vph) 239 1629 736 120 1408 636 122 110 v/s Ratio Prot c0.07 c0.23 0.02 c0.25 c0.02 0.00 GM v/s Ratio Perm 0.01 0.04 v/c Ratio 0.54 0.51 0.03 0.37 0.63 0.11 0.32 0.03 Uniform Delay, d1 41.8 20.0 15.5 46.1 25.2 19.8 45.9 45.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.6 0.4 0.0 2.2 1.0 0.1 2.1 0.1 Delay (s) 44.4 20.3 15.5 48.4 26.2 19.9 47.9 45.1 Level of Service D C B D C B D D Approach Delay (s) 23.2 26.3 46.7 Approach LOS C C D Intersection Summary HCM 2000 Control Delay 27.1 HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 103.3 Intersection Capacity Utilization 65.1% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service C Sum of lost time (s) ICU Level of Service 27.5 Existing PM Peak Hr Existing PM Peak Hr 5:00 pm 04/13/2023 Existing PM CPB Synchro 11 Report Page 1 103 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Lane Configurations 4 r Traffic Volume (vph) 1 97 Future Volume (vph) 1 97 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.2 8.2 Lane Util. Factor 1.00 1.00 Frt 1.00 0.85 Flt Protected 0.95 1.00 Satd. Flow (prot) 1810 1615 Flt Permitted 0.95 1.00 Satd. Flow (perm) 1810 1615 Peak -hour factor, PHF 0.97 0.97 Adj. Flow (vph) 1 100 RTOR Reduction (vph) 0 86 Lane Group Flow (vph) 139 14 Heavy Vehicles (%) 0% 0% Turn Type NA Perm Protected Phases 4 Permitted Phases 4 Actuated Green, G (s) 14.8 14.8 Effective Green, g (s) 14.8 14.8 Actuated g/C Ratio 0.14 0.14 Clearance Time (s) 8.2 8.2 Vehicle Extension (s) 4.0 4.0 Lane Grp Cap (vph) 259 231 v/s Ratio Prot c0.08 v/s Ratio Perm 0.01 v/c Ratio 0.54 0.06 Uniform Delay, d 1 41.1 38.3 Progression Factor 1.00 1.00 Incremental Delay, d2 2.7 0.2 Delay (s) 43.8 38.4 Level of Service D D Approach Delay (s) 41.5 Approach LOS D Intersection Summary Existing PM Peak Hr Existing PM Peak Hr 5:00 pm 04/13/2023 Existing PM CPB Synchro 11 Report Page 2 104 SimTraffic Simulation Summary Existing PM 07/18/2023 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 4:45 4:45 4:45 4:45 4:45 4:45 4:45 End Time 6:00 6:00 6:00 6:00 6:00 6:00 6:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 3225 3274 3311 3108 3009 3185 3286 Vehs Exited 3230 3275 3324 3099 3010 3162 3274 Starting Vehs 114 89 118 83 86 82 95 Ending Vehs 109 88 105 92 85 105 107 Travel Distance (mi) 1906 1976 2034 1909 1806 1899 1968 Travel Time (hr) 91.0 97.3 99.2 89.2 84.0 90.9 99.1 Total Delay (hr) 38.9 43.3 43.8 37.1 34.7 38.9 45.4 Total Stops 3185 3371 3468 3054 2948 3208 3427 Fuel Used (gal) 75.6 79.4 82.0 74.9 70.6 75.4 79.2 Summary of All Intervals Run Number 8 9 10 Avg Start Time 4:45 4:45 4:45 4:45 End Time 6:00 6:00 6:00 6:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 3303 3255 3249 3220 Vehs Exited 3295 3271 3247 3219 Starting Vehs 89 101 85 93 Ending Vehs 97 85 87 94 Travel Distance (mi) 1965 1954 1967 1938 Travel Time (hr) 97.4 96.0 94.7 93.9 Total Delay (hr) 43.7 42.1 41.0 40.9 Total Stops 3353 3389 3288 3270 Fuel Used (gal) 79.5 78.4 77.2 77.2 Interval #0 Information Seeding Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. Existing PM Peak Hr Existing PM Peak Hr CPB SimTraffic Report Page 1 105 SimTraffic Simulation Summary Existing PM 07/18/2023 Interval #1 Information Recording Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording 1 2 3 4 5 6 7 789 812 806 726 710 753 812 834 799 808 735 711 744 787 114 89 118 83 86 82 95 69 102 116 74 85 91 120 483 478 494 448 436 447 479 23.6 23.5 24.3 20.2 20.2 21.3 23.3 10.3 10.4 10.9 7.9 8.3 9.1 10.2 804 764 827 703 705 768 790 19.7 19.0 20.0 17.3 17.1 17.9 19.0 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered 818 828 830 786 Vehs Exited 786 822 850 787 Starting Vehs 89 101 85 93 Ending Vehs 121 107 65 92 Travel Distance (mi) 470 496 512 475 Travel Time (hr) 21.9 24.0 25.8 22.8 Total Delay (hr) 9.1 10.5 11.9 9.9 Total Stops 749 824 873 779 Fuel Used (gal) 18.7 19.7 20.5 18.9 Existing PM Peak Hr Existing PM Peak Hr CPB SimTraffic Report Page 2 106 SimTraffic Simulation Summary Existing PM 07/18/2023 Interval #2 Information Recording Start Time 5:15 End Time 5:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #2 Information Recording 1 2 3 4 5 6 7 850 852 794 805 803 857 846 835 836 814 786 796 840 862 69 102 116 74 85 91 120 84 118 96 93 92 108 104 494 506 492 496 482 514 514 24.0 25.2 23.6 23.7 22.4 25.1 26.2 10.5 11.3 10.2 10.3 9.3 11.1 12.1 866 875 806 834 792 849 917 19.5 20.5 19.8 19.5 18.5 20.5 20.8 Start Time End Time Total Time (min) Volumes adjusted by PHF, Growth Factors. 5:15 5:30 15 Vehs Entered 854 856 Vehs Exited 895 864 Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 121 80 526 26.9 12.6 902 21.6 107 99 506 25.5 11.5 897 20.4 10 848 820 65 93 505 23.2 9.4 833 19.6 Avg 836 835 92 93 503 24.6 10.8 858 20.1 Existing PM Peak Hr Existing PM Peak Hr CPB SimTraffic Report Page 3 107 SimTraffic Simulation Summary Existing PM 07/18/2023 Interval #3 Information Recording Start Time 5:30 End Time 5:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information Recording 1 2 3 4 5 6 7 772 776 854 775 762 810 775 777 799 864 789 765 831 781 84 118 96 93 92 108 104 79 95 86 79 89 87 98 473 475 518 481 444 490 473 20.5 23.3 24.8 22.8 20.9 24.2 23.7 7.8 10.3 10.6 9.6 8.7 10.8 10.8 675 840 841 784 732 879 845 18.1 19.2 20.7 19.3 17.6 19.6 18.9 Start Time 5:30 End Time 5:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 790 769 80 101 478 23.4 10.4 819 19.1 789 790 99 98 482 23.5 10.2 845 19.3 10 Avg 787 787 795 797 93 93 85 86 473 479 23.2 23.0 10.2 9.9 798 808 18.5 19.0 Existing PM Peak Hr Existing PM Peak Hr CPB SimTraffic Report Page 4 108 SimTraffic Simulation Summary Existing PM 07/18/2023 Interval #4 Information Recording Start Time 5:45 End Time 6:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #4 Information Recording 1 2 3 4 5 6 7 814 834 857 802 734 765 853 784 841 838 789 738 747 844 79 95 86 79 89 87 98 109 88 105 92 85 105 107 456 517 530 484 443 447 503 23.0 25.3 26.5 22.5 20.5 20.3 26.0 10.4 11.3 12.0 9.3 8.4 8.0 12.3 840 892 994 733 719 712 875 18.3 20.7 21.5 18.8 17.4 17.4 20.5 Start Time 5:45 End Time 6:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 841 845 101 11 97 491 25.2 11.6 883 20.1 782 795 98 85 470 23.0 10.0 823 19.0 10 Avg 784 805 782 800 85 86 87 94 476 482 22.5 23.5 9.5 10.3 784 826 18.7 19.2 Existing PM Peak Hr Existing PM Peak Hr CPB SimTraffic Report Page 5 109 Queuing and Blocking Report Existing PM 07/18/2023 Intersection: 3: Barrens Rd & Peters Creek Rd Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served UL T T R UL T T R L TR LT R Maximum Queue (ft) 180 294 313 35 160 334 292 69 72 44 163 80 Average Queue (ft) 85 122 142 8 37 187 142 26 27 14 77 35 95th Queue (ft) 163 255 275 24 92 290 256 53 62 35 137 65 Link Distance (ft) 1416 1416 810 810 623 625 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 180 430 300 350 100 225 Storage Blk Time (%) 0 3 0 1 0 0 0 Queuing Penalty (veh) 2 4 0 0 0 0 0 Intersection: 7: Peters Creek Rd & Alpine Rd Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) EB WB WB SE UL UT TR LR 105 141 88 72 37 12 4 31 80 66 40 61 1416 1416 939 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 175 Intersection: 8: Peters Creek Rd & Archcrest Dr/Airport Rd Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T R UL T T R Maximum Queue (ft) 52 108 398 246 268 407 353 180 298 335 342 165 Average Queue (ft) 13 33 168 104 43 247 196 86 133 161 172 11 95th Queue (ft) 40 77 314 226 149 369 326 189 239 296 308 71 Link Distance (ft) 425 432 482 482 1463 1463 Upstream Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 175 250 300 180 300 300 Storage Blk Time (%) 2 1 0 3 5 0 0 1 1 0 Queuing Penalty (veh) 5 2 0 1 14 1 1 2 0 0 Network Summary Network wide Queuing Penalty: 32 Existing PM Peak Hr Existing PM Peak Hr CPB SimTraffic Report Page 6 110 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 111 19 14 rr 11 14 ri Traffic Volume (vph) 5 13 32 258 3 147 6 700 267 179 874 8 Future Volume (vph) 5 13 32 258 3 147 6 700 267 179 874 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 6.7 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 0.89 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 1696 1787 1620 1805 3574 1615 1787 3574 1615 Flt Permitted 0.61 1.00 0.73 1.00 0.21 1.00 1.00 0.25 1.00 1.00 Satd. Flow (perm) 1159 1696 1364 1620 408 3574 1615 471 3574 1615 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 14 35 280 3 160 7 761 290 195 950 9 RTOR Reduction (vph) 0 32 0 0 121 0 0 0 119 0 0 5 Lane Group Flow (vph) 5 17 0 280 42 0 7 761 171 195 950 4 Heavy Vehicles (%) 0% 0% 0% 1% 0% 0% 0% 1% 0% 1% 1% 0% Turn Type D.P+P NA D.P+P NA D.P+P NA pm+ov D.P+P NA pm+ov Protected Phases 7 4 3 8 1 6 3 5 2 7 Permitted Phases 8 4 4 2 6 6 2 Actuated Green, G (s) 30.0 9.3 30.0 27.7 54.4 41.3 62.0 54.4 53.3 55.6 Effective Green, g (s) 30.0 9.3 30.0 27.7 54.4 41.3 62.0 54.4 53.3 55.6 Actuated g/C Ratio 0.26 0.08 0.26 0.24 0.48 0.36 0.55 0.48 0.47 0.49 Clearance Time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 6.7 Vehicle Extension (s) 4.0 4.5 4.0 4.5 4.0 5.5 4.0 4.0 5.5 4.0 Lane Grp Cap (vph) 319 138 437 395 208 1299 881 377 1676 790 v/s Ratio Prot 0.00 0.01 c0.12 0.03 0.00 0.21 0.04 c0.06 c0.27 0.00 v/s Ratio Perm 0.00 c0.05 0.02 0.07 0.19 0.00 v/c Ratio 0.02 0.12 0.64 0.11 0.03 0.59 0.19 0.52 0.57 0.01 Uniform Delay, d1 30.9 48.4 36.5 33.3 16.5 29.2 13.1 18.3 21.8 14.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.03 1.00 Incremental Delay, d2 0.0 0.7 3.6 0.2 0.1 1.2 0.1 1.6 0.8 0.0 Delay (s) 30.9 49.1 40.0 33.5 16.6 30.4 13.3 20.5 23.2 14.9 Level of Service C D D C B C B C C B Approach Delay (s) 47.4 37.7 25.6 22.7 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 26.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 113.6 Sum of lost time (s) 29.2 Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Background AM Peak Hr Background AM Peak Hr 7:30 am 04/13/2023 Background AM CPB Synchro 11 Report Page 1 111 HCM 2010 TWSC 7: Peters Creek Rd & Alpine Rd 07/18/2023 Intersection Int Delay, s/veh 2.6 Movement EBU EBL EBT WBU WBT WBR SEL SER Lane Configurations ++ "1 Traffic Vol, veh/h 26 97 687 2 966 24 10 115 Future Vol, veh/h 26 97 687 2 966 24 10 115 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop RT Channelized - None - - None - None Storage Length 175 - - - - 0 - Veh in Median Storage, # - - 0 - 0 - 0 Grade, % - 0 - 0 - 0 Peak Hour Factor 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 1 0 1 0 0 0 Mvmt Flow 28 105 747 2 1050 26 11 125 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1076 1076 0 747 - 0 1707 538 Stage 1 - - - - - 1067 Stage 2 - - - - - 640 Critical Hdwy 6.4 4.1 - 6.4 - - 6.8 6.9 Critical Hdwy Stg 1 - - - - - 5.8 Critical Hdwy Stg 2 - - - - - 5.8 Follow-up Hdwy 2.5 2.2 - 2.5 - - 3.5 3.3 Pot Cap-1 Maneuver 302 656 - 489 - - 84 493 Stage 1 - - - - - 296 Stage 2 - - - - - 493 Platoon blocked, % - - - Mov Cap-1 Maneuver 473 473 - 489 - - 60 493 Mov Cap-2 Maneuver - - - - - 60 Stage 1 - - - - - 212 Stage 2 - - - - - 488 Approach EB WB SE HCM Control Delay, s 2.4 0 25 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SELn1 Capacity (veh/h) 473 - - - 313 HCM Lane V/C Ratio 0.283 - - - 0.434 HCM Control Delay (s) 15.6 - - - 25 HCM Lane LOS C - - - D HCM 95th %tile Q(veh) 1.2 - - - 2.1 Background AM Peak Hr Background AM Peak Hr 7:30 am 04/13/2023 Background AM CPB Synchro 11 Report Page 1 112 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 tr- Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations 44 r 44 r 19 "F Traffic Volume (vph) 5 90 492 73 14 50 757 76 91 16 66 102 Future Volume (vph) 5 90 492 73 14 50 757 76 91 16 66 102 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 IM Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 3574 1615 1805 3574 1615 1805 1669 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 IM Satd. Flow (perm) 1805 3574 1615 1805 3574 1615 1805 1669 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 98 535 79 15 54 823 83 99 17 72 111 RTOR Reduction (vph) 0 0 0 49 0 0 0 54 0 63 0 0 Lane Group Flow (vph) 0 103 535 30 0 69 823 29 99 26 0 0 Heavy Vehicles (%) 0% 0% 1% 0% 0% 0% 1% 0% 0% 0% 0% 0% Turn Type Prot Prot NA Perm Prot Prot NA Perm Split NA Split Protected Phases 1 1 6 5 5 2 3 3 Permitted Phases 6 2 Actuated Green, G (s) 12.4 39.6 39.6 8.5 36.1 36.1 12.7 12.7 Effective Green, g (s) 12.4 39.6 39.6 8.5 36.1 36.1 12.7 12.7 Actuated g/C Ratio 0.12 0.38 0.38 0.08 0.35 0.35 0.12 0.12 Clearance Time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Vehicle Extension (s) 3.5 4.0 4.0 3.5 4.0 4.0 4.0 4.0 I. Lane Grp Cap (vph) 216 1367 617 148 1246 563 221 204 v/s Ratio Prot c0.06 c0.15 0.04 c0.23 c0.05 0.02 GM v/s Ratio Perm 0.02 0.02 v/c Ratio 0.48 0.39 0.05 0.47 0.66 0.05 0.45 0.13 Uniform Delay, d1 42.5 23.2 20.1 45.3 28.5 22.3 42.1 40.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.3 0.0 2.7 1.5 0.1 2.0 0.4 Delay (s) 44.5 23.5 20.1 48.1 30.0 22.4 44.1 40.8 Level of Service D C C DCCD D Approach Delay (s) 26.1 30.6 42.6 Approach LOS C C D Intersection Summary HCM 2000 Control Delay 31.5 HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 103.5 Intersection Capacity Utilization 62.9% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service C Sum of lost time (s) ICU Level of Service 27.5 B Background AM Peak Hr Background AM Peak Hr 7:30 am 04/13/2023 Background AM CPB Synchro 11 Report Page 1 113 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Lane Configurations 4 r Traffic Volume (vph) 26 134 Future Volume (vph) 26 134 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.2 8.2 Lane Util. Factor 1.00 1.00 Frt 1.00 0.85 Flt Protected 0.96 1.00 Satd. Flow (prot) 1827 1615 Flt Permitted 0.96 1.00 Satd. Flow (perm) 1827 1615 Peak -hour factor, PHF 0.92 0.92 Adj. Flow (vph) 28 146 RTOR Reduction (vph) 0 125 Lane Group Flow (vph) 139 Heavy Vehicles (%) 0% Turn Type Protected Phases Permitted Phases 4 Actuated Green, G (s) 15.2 15.2 Effective Green, g (s) 15.2 15.2 Actuated g/C Ratio 0.15 0.15 Clearance Time (s) 8.2 8.2 Vehicle Extension (s) 4.0 4.0 NA 4 21 0% Perm Lane Grp Cap (vph) 268 237 v/s Ratio Prot c0.08 v/s Ratio Perm 0.01 v/c Ratio 0.52 0.09 Uniform Delay, d1 40.8 38.2 Progression Factor 1.00 1.00 Incremental Delay, d2 2.2 0.2 Delay (s) 43.0 38.4 Level of Service D D Approach Delay (s) 40.7 Approach LOS D Intersection Summary Background AM Peak Hr Background AM Peak Hr 7:30 am 04/13/2023 Background AM CPB Synchro 11 Report Page 2 114 SimTraffic Simulation Summary Background AM Summary of All Intervals 07/18/2023 Run Number 1 2 3 4 5 6 7 Start Time 7:15 7:15 7:15 7:15 7:15 7:15 7:15 End Time 8:30 8:30 8:30 8:30 8:30 8:30 8:30 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 2897 2990 2971 2827 2877 2862 2894 Vehs Exited 2919 2991 2989 2828 2894 2863 2889 Starting Vehs 83 88 89 84 79 80 79 Ending Vehs 61 87 71 83 62 79 84 Travel Distance (mi) 1719 1749 1741 1671 1703 1718 1699 Travel Time (hr) 82.2 82.2 85.2 77.2 79.5 79.1 79.5 Total Delay (hr) 34.6 33.9 36.8 30.8 32.5 31.8 32.5 Total Stops 2916 2793 3020 2784 2822 2866 2855 Fuel Used (gal) 69.6 69.4 70.3 66.7 68.5 68.2 67.4 Summary of All Intervals Run Number 8 9 10 Avg Start Time 7:15 7:15 7:15 7:15 End Time 8:30 8:30 8:30 8:30 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 2857 2888 2843 2894 Vehs Exited 2850 2879 2846 2895 Starting Vehs 73 67 65 74 Ending Vehs 80 76 62 73 Travel Distance (mi) 1668 1711 1688 1707 Travel Time (hr) 78.1 80.6 78.6 80.2 Total Delay (hr) 32.1 33.3 31.9 33.0 Total Stops 2762 2881 2852 2855 Fuel Used (gal) 66.5 68.1 67.0 68.2 Interval #0 Information Seeding Start Time 7:15 End Time 7:30 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. Background AM Peak Hr Background AM Peak Hr CPB SimTraffic Report Page 1 115 SimTraffic Simulation Summary Background AM Interval #1 Information Recording 07/18/2023 Start Time 7:30 End Time 7:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 2 3 4 5 6 7 Vehs Entered 714 701 712 644 656 662 727 Vehs Exited 741 715 733 652 652 675 729 Starting Vehs 83 88 89 84 79 80 79 Ending Vehs 56 74 68 76 83 67 77 Travel Distance (mi) 430 412 434 397 378 397 429 Travel Time (hr) 20.6 18.5 20.8 17.7 17.5 17.4 20.2 Total Delay (hr) 8.7 7.2 8.9 6.8 7.0 6.6 8.4 Total Stops 705 618 711 636 645 631 747 Fuel Used (gal) 17.6 16.2 17.2 15.5 15.1 15.6 17.0 Interval #1 Information Recording Start Time 7:30 End Time 7:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 9 10 Avg Vehs Entered 666 676 678 682 Vehs Exited 665 684 675 690 Starting Vehs 73 67 65 74 Ending Vehs lir 74 59 68 66 Travel Distance (mi) 388 408 395 407 Travel Time (hr) 17.6 18.5 17.8 18.7 Total Delay (hr) 6.9 7.2 6.8 7.4 Total Stops 609 646 642 655 Fuel Used (gal) 15.4 16.1 15.2 16.1 Background AM Peak Hr Background AM Peak Hr CPB SimTraffic Report Page 2 116 SimTraffic Simulation Summary Background AM Interval #2 Information Recording 07/18/2023 Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #2 Information Recording 1 2 3 4 5 6 7 781 790 787 782 831 774 832 740 772 751 773 843 754 822 56 74 68 76 83 67 77 97 92 104 85 71 87 87 452 452 430 457 508 458 492 21.8 22.0 21.0 21.7 25.5 22.5 23.8 9.3 9.5 8.9 9.1 11.6 9.9 10.3 745 690 768 776 903 871 815 18.3 18.0 17.3 18.4 21.3 18.6 19.7 Start Time End Time Total Time (min) Volumes adjusted by PHF, Growth Factors. 7:45 8:00 15 9 10 Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 788 783 742 788 769 733 716 768 74 59 68 66 93 109 94 91 466 438 437 459 22.7 20.5 20.4 22.2 10.0 8.2 8.2 9.5 831 697 724 780 18.9 17.3 17.3 18.5 Background AM Peak Hr Background AM Peak Hr CPB SimTraffic Report Page 3 117 SimTraffic Simulation Summary Background AM Interval #3 Information Recording 07/18/2023 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information Recording 1 2 3 4 5 6 7 689 731 728 704 689 706 673 710 742 740 711 676 706 701 97 92 104 85 71 87 87 76 81 92 78 84 87 59 414 443 441 404 392 424 400 19.7 20.8 22.4 18.8 17.7 19.9 18.3 8.3 8.7 10.2 7.6 6.9 8.3 7.1 700 722 833 657 644 741 666 16.5 17.5 18.1 16.3 15.4 16.9 15.9 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) 667 708 93 52 394 17.6 6.7 706 735 109 80 436 21.3 9.3 722 703 737 717 94 91 79 73 436 418 20.8 19.7 8.9 8.2 Total Stops 577 713 758 699 Fuel Used (gal) 15.4 17.5 17.5 16.7 Background AM Peak Hr Background AM Peak Hr CPB SimTraffic Report Page 4 118 SimTraffic Simulation Summary Background AM Interval #4 Information Recording 07/18/2023 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 2 3 4 5 6 7 Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #4 Information Recording 713 768 744 697 701 720 662 728 762 765 692 723 728 637 76 81 92 78 84 87 59 61 87 71 83 62 79 84 423 443 436 412 425 440 379 20.1 20.9 20.9 19.0 18.8 19.2 17.3 8.4 8.6 8.9 7.4 7.1 7.1 6.8 766 763 708 715 630 623 627 17.2 17.7 17.7 16.5 16.8 17.1 14.8 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 9 10 Avg Vehs Entered 736 723 701 715 Vehs Exited 708 727 718 719 Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) 52 11 80 420 20.1 8.5 80 76 428 20.4 8.6 79 62 419 19.7 8.1 73 73 423 19.6 7.9 Total Stops 745 825 728 712 Fuel Used (gal) 16.9 17.2 16.9 16.9 Background AM Peak Hr Background AM Peak Hr CPB SimTraffic Report Page 5 119 Queuing and Blocking Report Background AM Intersection: 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served UL T T R UL T T R L TR LT R Maximum Queue (ft) 172 222 231 43 166 342 299 54 98 123 176 97 Average Queue (ft) 69 83 99 13 52 186 142 20 54 36 83 41 95th Queue (ft) 132 184 197 34 121 292 256 42 96 83 147 75 Link Distance (ft) 1416 1416 810 810 623 625 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 180 430 300 350 100 Storage Blk Time (%) 0 1 0 1 2 0 Queuing Penalty (veh) 0 1 0 0 1 0 Intersection: 7: Peters Creek Rd & Alpine Rd 225 Movement EB WB WB SE Directions Served UL UT TR LR Maximum Queue (ft) 115 42 17 126 Average Queue (ft) 44 2 1 51 95th Queue (ft) 92 18 10 95 Link Distance (ft) 1416 1416 939 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 175 Intersection: 8: Peters Creek Rd & Archcrest Dr/Airport Rd Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T R L T T R Maximum Queue (ft) 25 66 284 198 62 340 304 180 238 310 306 50 Average Queue (ft) 3 28 137 39 6 199 143 60 91 112 126 4 95th Queue (ft) 16 58 234 105 41 307 271 139 168 234 245 47 Link Distance (ft) 425 432 482 482 1463 1463 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 175 250 300 180 300 300 Storage Blk Time (%) 1 0 1 1 0 0 0 0 0 Queuing Penalty (veh) 1 0 0 4 0 0 1 0 0 Network Summary Network wide Queuing Penalty: 9 Background AM Peak Hr Background AM Peak Hr CPB SimTraffic Report Page 6 120 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations ' "ri 111 19 14 rr 11 ++ Traffic Volume (vph) 21 24 28 295 26 266 45 798 300 3 230 881 Future Volume (vph) 21 24 28 295 26 266 45 798 300 3 230 881 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 Frt 1.00 0.92 1.00 0.86 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 1747 1805 1641 1805 3574 1615 1805 3539 Flt Permitted 0.33 1.00 0.72 1.00 0.21 1.00 1.00 0.20 1.00 Satd. Flow (perm) 635 1747 1371 1641 406 3574 1615 383 3539 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 22 25 29 304 27 274 46 823 309 3 237 908 RTOR Reduction (vph) 0 27 0 0 211 0 0 0 119 0 0 0 Lane Group Flow (vph) 22 27 0 304 90 0 46 823 190 0 240 908 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 0% 2% Turn Type D.P+P NA D.P+P NA D.P+P NA pm+ov D.P+P D.P+P NA Protected Phases 7 4 3 8 1 6 3 5 5 2 Permitted Phases 8 4 4 2 6 6 6 Actuated Green, G (s) 31.6 8.6 31.6 27.3 57.0 40.5 63.5 57.0 50.9 Effective Green, g (s) 31.6 8.6 31.6 27.3 57.0 40.5 63.5 57.0 50.9 Actuated g/C Ratio 0.27 0.07 0.27 0.23 0.48 0.34 0.54 0.48 0.43 Clearance Time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 Vehicle Extension (s) 4.0 4.5 4.0 4.5 4.0 5.5 4.0 4.0 5.5 Lane Grp Cap (vph) 213 127 452 380 268 1228 870 384 1529 v/s Ratio Prot 0.00 0.02 c0.13 0.06 0.01 c0.23 0.04 c0.09 c0.26 v/s Ratio Perm 0.02 c0.05 0.07 0.08 0.21 v/c Ratio 0.10 0.21 0.67 0.24 0.17 0.67 0.22 0.62 0.59 Uniform Delay, d1 32.5 51.4 37.9 36.8 17.3 33.0 14.2 20.0 25.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 1.5 4.3 0.6 0.4 2.1 0.2 3.6 1.0 Delay (s) 32.8 52.9 42.2 37.4 17.7 35.0 14.4 23.5 26.6 Level of Service C D D D B D B C C Approach Delay (s) 47.1 39.8 28.9 25.8 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 30.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 117.8 Sum of lost time (s) 29.2 Intersection Capacity Utilization 76.7% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Background PM Peak Hr Background PM Peak Hr 5:00 pm 04/13/2023 Background PM CPB Synchro 11 Report Page 1 121 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 4/ Movement SBR Larffonfigurations Traffic Volume (vph) 21 Future Volume (vph) 21 Ideal Flow (vphpl) 1900 Total Lost time (s) 6.7 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1615 Flt Permitted 1.00 Satd. Flow (perm) 1615 Peak -hour factor, PHF 0.97 Adj. Flow (vph) 22 RTOR Reduction (vph) 12 Lane Group Flow (vph) 10 Heavy Vehicles (%) 0% Turn Type pm+ov Protected Phases 7 Permitted Phases 2 Actuated Green, G (s) 55.2 Effective Green, g (s) 55.2 Actuated g/C Ratio 0.47 Clearance Time (s) 6.7 Vehicle Extension (s) 4.0 Lane Grp Cap (vph) 756 v/s Ratio Prot 0.00 v/s Ratio Perm 0.01 v/c Ratio 0.01 Uniform Delay, d1 16.7 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 16.7 Level of Service B Approach Delay (s) Approach LOS Intersection Summary Background PM Peak Hr Background PM Peak Hr 5:00 pm 04/13/2023 Background PM CPB Synchro 11 Report Page 2 122 HCM 2010 TWSC 7: Peters Creek Rd & Alpine Rd 07/18/2023 Intersection Int Delay, s/veh 1.2 Movement EBU EBL EBT WBU WBT WBR SEL SER Lane Configurations ++ "1 Traffic Vol, veh/h 4 96 994 10 1012 19 5 54 Future Vol, veh/h 4 96 994 10 1012 19 5 54 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop RT Channelized - None - - None - None Storage Length 175 - - - - 0 - Veh in Median Storage, # - - 0 - 0 - 0 Grade, % - 0 - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 1 0 1 0 0 0 Mvmt Flow 4 101 1046 11 1065 20 5 57 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1085 1085 0 1046 - 0 1830 543 Stage 1 - - - - - 1097 Stage 2 - - - - - 733 Critical Hdwy 6.4 4.1 - 6.4 - - 6.8 6.9 Critical Hdwy Stg 1 - - - - - 5.8 Critical Hdwy Stg 2 - - - - - 5.8 Follow-up Hdwy 2.5 2.2 - 2.5 - - 3.5 3.3 Pot Cap-1 Maneuver 298 651 - 315 - - 69 489 Stage 1 - - - - - 286 Stage 2 - - - - - 442 Platoon blocked, % Mov Cap-1 Maneuver 615 615 - 315 - - 52 489 Mov Cap-2 Maneuver - - - - - 52 Stage 1 - - - - - 237 Stage 2 - - - - - 403 Approach EB HCM Control Delay, s 1.1 HCM LOS WB 0.2 Minor Lane/Major Mvmt EBL EBT WBT WBR SELn1 Capacity (veh/h) 615 - - - 286 HCM Lane V/C Ratio 0.171 - - - 0.217 HCM Control Delay (s) 12.1 - - - 21 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.6 - - - 0.8 SE 21 C Background PM Peak Hr Background PM Peak Hr 5:00 pm 04/13/2023 Background PM CPB Synchro 11 Report Page 1 123 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations 44 r 44 r 19 "F Traffic Volume (vph) 3 125 837 44 21 23 886 145 39 1 30 138 Future Volume (vph) 3 125 837 44 21 23 886 145 39 1 30 138 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 3574 1615 1805 3574 1615 1805 1624 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 3574 1615 1805 3574 1615 1805 1624 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 3 129 863 45 22 24 913 149 40 1 31 142 RTOR Reduction (vph) 0 0 0 24 0 0 0 76 0 29 0 0 Lane Group Flow (vph) 0 132 863 21 0 46 913 73 40 3 0 0 Heavy Vehicles (%) 0% 0% 1% 0% 0% 0% 1% 0% 0% 0% 0% 0% Turn Type Prot Prot NA Perm Prot Prot NA Perm Split NA Split Protected Phases 1 1 6 5 5 2 3 3 Permitted Phases 6 2 Actuated Green, G (s) 14.0 50.4 50.4 7.0 43.8 43.8 7.1 7.1 Effective Green, g (s) 14.0 50.4 50.4 7.0 43.8 43.8 7.1 7.1 Actuated g/C Ratio 0.13 0.47 0.47 0.07 0.41 0.41 0.07 0.07 Clearance Time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Vehicle Extension (s) 3.5 4.0 4.0 3.5 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 236 1683 760 118 1463 661 119 107 v/s Ratio Prot c0.07 c0.24 0.03 c0.26 c0.02 0.00 v/s Ratio Perm 0.01 0.05 v/c Ratio 0.56 0.51 0.03 0.39 0.62 0.11 0.34 0.03 Uniform Delay, d1 43.6 19.7 15.2 48.0 25.1 19.6 47.7 46.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.1 0.4 0.0 2.5 1.0 0.1 2.3 0.1 Delay (s) 46.8 20.1 15.2 50.5 26.0 19.7 50.0 46.9 Level of Service D C B D C B D D Approach Delay (s) 23.3 26.2 48.6 Approach LOS C C D Intersection Summary HCM 2000 Control Delay 27.4 HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 107.0 Intersection Capacity Utilization 66.2% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service C Sum of lost time (s) ICU Level of Service 27.5 Background PM Peak Hr Background PM Peak Hr 5:00 pm 04/13/2023 Background PM CPB Synchro 11 Report Page 1 124 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Lane Configurations 4 r Traffic Volume (vph) 1 100 Future Volume (vph) 1 100 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.2 8.2 Lane Util. Factor 1.00 1.00 Frt 1.00 0.85 Flt Protected 0.95 1.00 Satd. Flow (prot) 1810 1615 Flt Permitted 0.95 1.00 Satd. Flow (perm) 1810 1615 Peak -hour factor, PHF 0.97 0.97 Adj. Flow (vph) 1 103 RTOR Reduction (vph) 0 89 Lane Group Flow (vph) 143 Heavy Vehicles (%) 0% Turn Type Protected Phases Permitted Phases 4 Actuated Green, G (s) 15.0 15.0 Effective Green, g (s) 15.0 15.0 Actuated g/C Ratio 0.14 0.14 Clearance Time (s) 8.2 8.2 Vehicle Extension (s) 4.0 4.0 NA 4 14 0% Perm Lane Grp Cap (vph) 253 226 v/s Ratio Prot c0.08 v/s Ratio Perm 0.01 v/c Ratio 0.57 0.06 Uniform Delay, d1 43.0 39.9 Progression Factor 1.00 1.00 Incremental Delay, d2 3.5 0.2 Delay (s) 46.4 40.1 Level of Service D D Approach Delay (s) 43.8 Approach LOS D Intersection Summary Background PM Peak Hr Background PM Peak Hr 5:00 pm 04/13/2023 Background PM CPB Synchro 11 Report Page 2 125 SimTraffic Simulation Summary Background PM Summary of All Intervals 07/18/2023 Run Number 1 2 3 4 5 6 7 Start Time 4:45 4:45 4:45 4:45 4:45 4:45 4:45 End Time 6:00 6:00 6:00 6:00 6:00 6:00 6:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 3332 3358 3401 3259 3263 3346 3347 Vehs Exited 3359 3312 3429 3270 3284 3336 3353 Starting Vehs 98 77 128 105 117 95 90 Ending Vehs 71 123 100 94 96 105 84 Travel Distance (mi) 1989 1990 2082 1977 1917 1997 2026 Travel Time (hr) 97.7 98.7 103.4 96.0 94.1 97.5 96.7 Total Delay (hr) 43.2 44.1 46.5 42.0 41.3 42.9 41.3 Total Stops 3374 3396 3556 3264 3345 3337 3229 Fuel Used (gal) 79.7 79.7 83.9 79.4 77.5 79.6 80.1 Summary of All Intervals Run Number 8 9 10 Avg Start Time 4:45 4:45 4:45 4:45 End Time 6:00 6:00 6:00 6:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 3376 3355 3358 3338 Vehs Exited 3355 3324 3348 3338 Starting Vehs 79 80 95 96 Ending Vehs 100 111 105 96 Travel Distance (mi) 2030 2003 2023 2003 Travel Time (hr) 101.5 101.9 100.7 98.8 Total Delay (hr) 45.8 46.9 45.4 43.9 Total Stops 3425 3525 3501 3396 Fuel Used (gal) 82.1 81.3 81.2 80.4 Interval #0 Information Seeding Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. Background PM Peak Hr Background PM Peak Hr CPB SimTraffic Report Page 1 126 SimTraffic Simulation Summary Background PM Interval #1 Information Recording 07/18/2023 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording 1 2 3 4 5 6 7 790 780 836 800 774 797 858 817 766 861 791 820 809 831 98 77 128 105 117 95 90 71 91 103 114 71 83 117 480 462 525 482 484 494 512 22.2 22.1 26.4 23.5 22.9 23.8 25.1 9.0 9.4 12.1 10.3 9.6 10.5 11.1 784 746 902 754 804 840 883 18.9 17.9 21.5 19.3 19.1 19.5 20.4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 9 10 Avg Vehs Entered 839 800 844 814 Vehs Exited 804 771 848 813 Starting Vehs 79 80 95 96 Ending Vehs 114 109 91 93 Travel Distance (mi) 504 482 506 493 Travel Time (hr) 25.3 24.0 25.6 24.1 Total Delay (hr) 11.5 10.9 11.8 10.6 Total Stops 853 825 856 823 Fuel Used (gal) 20.4 19.6 20.5 19.7 Background PM Peak Hr Background PM Peak Hr CPB SimTraffic Report Page 2 127 SimTraffic Simulation Summary Background PM Interval #2 Information Recording 07/18/2023 Start Time 5:15 End Time 5:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #2 Information Recording 1 2 3 4 5 6 7 911 859 839 828 881 876 836 890 851 845 831 874 856 856 71 91 103 114 71 83 117 92 99 97 111 78 103 97 527 508 522 507 507 513 524 27.1 25.2 25.1 25.7 25.5 25.2 24.4 12.6 11.2 10.9 11.9 11.5 11.2 10.1 929 817 837 894 907 829 772 21.3 20.4 20.5 20.6 20.7 20.4 20.2 Start Time End Time Total Time (min) Volumes adjusted by PHF, Growth Factors. 5:15 5:30 15 9 10 Avg Vehs Entered 863 849 834 857 Vehs Exited 855 838 837 853 Starting Vehs 114 109 91 93 Ending Vehs 122 120 88 96 Travel Distance (mi) 514 504 521 515 Travel Time (hr) 27.1 25.2 25.5 25.6 Total Delay (hr) 13.0 11.4 11.2 11.5 Total Stops 977 892 873 872 Fuel Used (gal) 21.2 20.2 20.7 20.6 Background PM Peak Hr Background PM Peak Hr CPB SimTraffic Report Page 3 128 SimTraffic Simulation Summary Background PM Interval #3 Information Recording 07/18/2023 Start Time 5:30 End Time 5:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information Recording 1 2 3 4 5 6 7 817 841 854 831 793 833 809 817 846 874 847 788 826 822 92 99 97 111 78 103 97 92 94 77 95 83 110 84 488 505 516 502 454 497 481 24.0 25.1 26.1 23.7 21.8 24.7 22.9 10.7 11.3 11.8 10.0 9.2 11.0 9.6 834 870 885 819 772 857 733 19.6 20.4 21.1 20.2 18.3 20.0 19.1 Start Time 5:30 End Time 5:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. r . 10 Avg Vehs Entered 829 853 838 831 Vehs Exited 842 873 832 837 Starting Vehs 122 120 88 96 Ending Vehs 109 100 94 90 Travel Distance (mi) 506 513 491 495 Travel Time (hr) 24.1 25.2 24.7 24.2 Total Delay (hr) 10.4 11.1 11.2 10.6 Total Stops 766 816 868 821 Fuel Used (gal) 20.2 20.4 19.7 19.9 Background PM Peak Hr Background PM Peak Hr CPB SimTraffic Report Page 4 129 SimTraffic Simulation Summary Background PM Interval #4 Information Recording 07/18/2023 Start Time 5:45 End Time 6:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #4 Information Recording 1 2 3 4 5 6 7 814 878 872 800 815 840 844 835 849 849 801 802 845 844 92 94 77 95 83 110 84 71 123 100 94 96 105 84 494 515 518 487 472 493 509 24.4 26.3 25.8 23.2 23.9 23.8 24.3 10.8 12.2 11.7 9.8 10.9 10.2 10.4 827 963 932 797 862 811 841 19.9 20.9 20.8 19.3 19.4 19.6 20.3 Start Time 5:45 End Time 6:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 845 854 109 100 506 25.0 10.9 829 20.3 853 842 100 111 504 27.5 13.5 992 21.0 10 Avg 842 838 831 836 94 90 105 96 504 500 24.9 24.9 11.1 11.2 904 877 20.3 20.2 Background PM Peak Hr Background PM Peak Hr CPB SimTraffic Report Page 5 130 Queuing and Blocking Report Background PM Intersection: 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served UL T T R UL T T R L TR LT R Maximum Queue (ft) 180 295 300 34 154 330 306 63 83 56 163 89 Average Queue (ft) 98 123 140 7 38 199 155 28 30 15 85 37 95th Queue (ft) 175 259 269 21 96 294 260 52 65 40 144 68 Link Distance (ft) 1416 1416 810 810 623 625 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 180 430 300 350 100 225 Storage Blk Time (%) 1 3 0 0 1 0 0 0 0 Queuing Penalty (veh) 3 4 0 0 0 0 0 0 0 Intersection: 7: Peters Creek Rd & Alpine Rd Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) EB WB WB SE UL UT TR LR 116 102 41 76 39 10 2 33 88 55 19 64 1416 1416 939 175 Intersection: 8: Peters Creek Rd & Archcrest Dr/Airport Rd Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T R UL T T R Maximum Queue (ft) 56 106 362 250 229 434 386 180 295 372 364 64 Average Queue (ft) 14 33 176 115 40 268 220 97 143 156 168 7 95th Queue (ft) 42 76 303 239 136 387 352 203 248 305 317 43 Link Distance (ft) 425 432 482 482 1463 1463 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 175 250 300 180 300 300 Storage Blk Time (%) 2 0 0 4 6 0 0 1 1 0 Queuing Penalty (veh) 6 1 0 2 19 2 1 2 0 0 Network Summary Network wide Queuing Penalty: 40 Background PM Peak Hr Background PM Peak Hr CPB SimTraffic Report Page 6 131 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 n Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations r "F Traffic Volume (vph) 5 95 518 74 14 50 810 76 92 16 66 102 Future Volume (vph) 5 95 518 74 14 50 810 76 92 16 66 102 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.88 Flt Protected Satd. Flow (prot) Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1805 3574 1615 1805 3574 1615 1805 1669 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 3574 1615 1805 3574 1615 1805 1669 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 103 563 80 15 54 880 83 100 17 72 111 RTOR Reduction (vph) 0 0 0 47 0 0 0 52 0 63 0 0 Lane Group Flow (vph) 0 108 563 33 0 69 880 31 100 26 0 0 Heavy Vehicles (%) 0% 0% 1% 0% 0% 0% 1% 0% 0% 0% 0% 0% Turn Type Prot Prot NA Perm Prot Prot NA Perm Split NA Split Protected Phases 1 1 6 5 5 2 3 3 Permitted Phases 6 2 Actuated Green, G (s) 12.8 44.4 44.4 8.5 40.5 40.5 12.8 12.8 Effective Green, g (s) 12.8 44.4 44.4 8.5 40.5 40.5 12.8 12.8 Actuated g/C Ratio 0.12 0.41 0.41 0.08 0.37 0.37 0.12 0.12 aoll Clearance Time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Vehicle Extension (s) 3.5 4.0 4.0 3.5 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 213 1463 661 141 1335 603 213 197 v/s Ratio Prot c0.06 c0.16 0.04 c0.25 c0.06 0.02 OM v/s Ratio Perm 0.02 0.02 v/c Ratio 0.51 0.38 0.05 0.49 0.66 0.05 0.47 0.13 Uniform Delay, d1 44.8 22.4 19.3 47.9 28.2 21.7 44.6 42.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.2 0.2 0.0 3.1 1.3 0.0 2.2 0.4 Delay (s) 47.1 22.7 19.3 51.0 29.5 21.7 46.9 43.2 Level of Service D C B DCCD D Approach Delay (s) 25.8 30.3 45.1 Approach LOS C C D Intersection Summary HCM 2000 Control Delay 31.8 HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 108.4 Intersection Capacity Utilization 65.3% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service C Sum of lost time (s) ICU Level of Service 27.5 Buildout AM Peak Hr Buildout AM Peak Hr 7:30 am 04/13/2023 Buildout AM CPB Synchro 11 Report Page 1 132 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Lane Configurations 4 r Traffic Volume (vph) 26 144 Future Volume (vph) 26 144 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.2 8.2 Lane Util. Factor 1.00 1.00 Frt 1.00 0.85 Flt Protected 0.96 1.00 Satd. Flow (prot) 1827 1615 Flt Permitted 0.96 1.00 Satd. Flow (perm) 1827 1615 Peak -hour factor, PHF 0.92 0.92 Adj. Flow (vph) 28 157 RTOR Reduction (vph) 0 135 Lane Group Flow (vph) 139 Heavy Vehicles (%) 0% Turn Type Protected Phases Permitted Phases 4 Actuated Green, G (s) 15.2 15.2 Effective Green, g (s) 15.2 15.2 Actuated g/C Ratio 0.14 0.14 Clearance Time (s) 8.2 8.2 Vehicle Extension (s) 4.0 4.0 NA 4 22 0% Perm Lane Grp Cap (vph) 256 226 v/s Ratio Prot c0.08 v/s Ratio Perm 0.01 v/c Ratio 0.54 0.10 Uniform Delay, d1 43.4 40.6 Progression Factor 1.00 1.00 Incremental Delay, d2 2.9 0.3 Delay (s) 46.3 40.9 Level of Service D D Approach Delay (s) 43.4 Approach LOS D Intersection Summary Buildout AM Peak Hr Buildout AM Peak Hr 7:30 am 04/13/2023 Buildout AM CPB Synchro 11 Report Page 2 133 HCM Signalized Intersection Capacity Analysis 7: Site Entrance/Alpine Rd & Peters Creek Rd 07/18/2023 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations 44 r 11 144 'I 19 Traffic Volume (vph) 26 97 687 119 2 64 966 24 59 0 32 10 Future Volume (vph) 26 97 687 119 2 64 966 24 59 0 32 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 8.0 8.0 8.0 8.0 8.0 7.6 8.0 7.6 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1805 3574 1524 1706 3562 1641 1468 1805 Flt Permitted 0.18 1.00 1.00 0.34 1.00 0.95 1.00 0.95 Satd. Flow (perm) 351 3574 1524 616 3562 1641 1468 1805 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 28 105 747 129 2 70 1050 26 64 0 35 11 RTOR Reduction (vph) 0 0 0 37 0 0 2 0 0 0 19 0 Lane Group Flow (vph) 0 133 747 92 0 72 1074 0 64 0 16 11 Heavy Vehicles (%) 0% 0% 1% 6% 0% 6% 1% 0% 10% 0% 10% 0% Turn Type D.P+P D.P+P NA pt+ov D.P+P D.P+P NA Prot Perm Prot Protected Phases 1 1 6 6 3 5 5 2 3 3 Permitted Phases 2 2 6 6 2 Actuated Green, G (s) 40.9 35.6 51.9 40.9 33.3 8.3 33.3 8.3 Effective Green, g (s) 40.9 35.6 51.9 40.9 33.3 8.3 33.3 8.3 Actuated g/C Ratio 0.56 0.49 0.71 0.56 0.46 0.11 0.46 0.11 Clearance Time (s) 8.0 8.0 8.0 8.0 7.6 8.0 7.6 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 348 1747 1086 425 1629 187 671 205 v/s Ratio Prot c0.04 0.21 0.06 0.01 c0.30 c0.04 0.01 v/s Ratio Perm 0.17 0.08 0.01 v/c Ratio 0.38 0.43 0.08 0.17 0.66 0.34 0.02 0.05 Uniform Delay, d1 8.5 12.0 3.2 7.3 15.3 29.7 10.8 28.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.2 0.0 0.2 1.0 1.1 0.0 0.1 Delay (s) 9.2 12.2 3.2 7.5 16.3 30.8 10.8 28.9 Level of Service A B A A B C B C Approach Delay (s) 10.6 15.8 23.8 Approach LOS B B C Intersection Summary HCM 2000 Control Delay 13.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 72.8 Sum of lost time (s) 23.6 Intersection Capacity Utilization 68.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Buildout AM Peak Hr Buildout AM Peak Hr 7:30 am 04/13/2023 Buildout AM CPB Synchro 11 Report Page 3 134 HCM Signalized Intersection Capacity Analysis 7: Site Entrance/Alpine Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Laneonfigurations Traffic Volume (vph) 0 115 Future Volume (vph) 0 115 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.0 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1615 Flt Permitted 1.00 Satd. Flow (perm) 1615 Peak -hour factor, PHF 0.92 0.92 Adj. Flow (vph) 0 125 RTOR Reduction (vph) 0 64 Lane Group Flow (vph) Heavy Vehicles (%) 0 61 0% 0% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm 0.04 v/c Ratio 0.08 Uniform Delay, d1 9.9 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 9.9 Level of Service A Approach Delay (s) 11.5 Approach LOS B Intersection Summary Perm 6 35.6 35.6 0.49 8.0 3.0 789 Buildout AM Peak Hr Buildout AM Peak Hr 7:30 am 04/13/2023 Buildout AM CPB Synchro 11 Report Page 4 135 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 111 19 14 rr 11 14 ri Traffic Volume (vph) 7 13 32 258 3 165 6 799 267 188 923 9 Future Volume (vph) 7 13 32 258 3 165 6 799 267 188 923 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 6.7 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 0.89 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 1696 1787 1620 1805 3574 1615 1787 3574 1615 Flt Permitted 0.56 1.00 0.73 1.00 0.20 1.00 1.00 0.20 1.00 1.00 Satd. Flow (perm) 1063 1696 1364 1620 383 3574 1615 377 3574 1615 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 8 14 35 280 3 179 7 868 290 204 1003 10 RTOR Reduction (vph) 0 32 0 0 137 0 0 0 101 0 0 5 Lane Group Flow (vph) 8 17 0 280 45 0 7 868 189 204 1003 5 Heavy Vehicles (%) 0% 0% 0% 1% 0% 0% 0% 1% 0% 1% 1% 0% Turn Type D.P+P NA D.P+P NA D.P+P NA pm+ov D.P+P NA pm+ov Protected Phases 7 4 3 8 1 6 3 5 2 7 Permitted Phases 8 4 4 2 6 6 2 Actuated Green, G (s) 31.3 9.4 31.3 28.8 61.0 46.0 67.9 61.0 59.9 62.4 Effective Green, g (s) 31.3 9.4 31.3 28.8 61.0 46.0 67.9 61.0 59.9 62.4 Actuated g/C Ratio 0.26 0.08 0.26 0.24 0.50 0.38 0.56 0.50 0.49 0.51 Clearance Time (s) 6.7 6.7 6.7 6.7 7.9 7.9 6.7 7.9 7.9 6.7 Vehicle Extension (s) 4.0 4.5 4.0 4.5 4.0 5.5 4.0 4.0 5.5 4.0 Lane Grp Cap (vph) 289 131 427 384 205 1353 902 363 1761 829 v/s Ratio Prot 0.00 0.01 c0.12 0.03 0.00 c0.24 0.04 c0.07 c0.28 0.00 v/s Ratio Perm 0.01 c0.05 0.02 0.08 0.21 0.00 v/c Ratio 0.03 0.13 0.66 0.12 0.03 0.64 0.21 0.56 0.57 0.01 Uniform Delay, d1 33.7 52.2 39.7 36.4 16.4 31.0 13.4 19.0 21.7 14.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.8 4.0 0.2 0.1 1.6 0.2 2.4 0.8 0.0 Delay (s) 33.7 53.0 43.7 36.6 16.5 32.6 13.5 21.4 22.5 14.4 Level of Service C D D D B C B C C B Approach Delay (s) 50.3 40.9 27.7 22.2 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 28.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 121.5 Sum of lost time (s) 29.2 Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Buildout AM Peak Hr Buildout AM Peak Hr 7:30 am 04/13/2023 Buildout AM CPB Synchro 11 Report Page 5 136 SimTraffic Simulation Summary Buildout AM 07/18/2023 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 7:15 7:15 7:15 7:15 7:15 7:15 7:15 End Time 8:30 8:30 8:30 8:30 8:30 8:30 8:30 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 3212 3230 3203 3070 3190 3177 3127 Vehs Exited 3245 3241 3188 3113 3193 3152 3131 Starting Vehs 103 104 104 106 84 78 88 Ending Vehs 70 93 119 63 81 103 84 Travel Distance (mi) 1888 1875 1828 1797 1846 1815 1796 Travel Time (hr) 97.9 97.5 92.5 90.1 94.9 90.7 90.2 Total Delay (hr) 45.7 45.5 41.9 40.4 44.0 40.1 40.1 Total Stops 3749 3845 3694 3518 3758 3477 3465 Fuel Used (gal) 80.3 80.8 79.0 75.8 79.3 77.0 75.9 Summary of All Intervals Run Number 8 9 10 Avg Start Time 7:15 7:15 7:15 7:15 End Time 8:30 8:30 8:30 8:30 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 3154 3129 3151 3165 Vehs Exited 3168 3126 3165 3172 Starting Vehs 96 68 107 89 Ending Vehs 82 71 93 83 Travel Distance (mi) 1841 1778 1822 1829 Travel Time (hr) 91.1 90.1 92.0 92.7 Total Delay (hr) 40.1 40.5 41.4 42.0 Total Stops 3480 3636 3584 3619 Fuel Used (gal) 78.0 75.7 77.4 77.9 Interval #0 Information Seeding Start Time 7:15 End Time 7:30 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. Buildout AM Peak Hr Buildout AM Peak Hr CPB SimTraffic Report Page 1 137 SimTraffic Simulation Summary Buildout AM 07/18/2023 Interval #1 Information Recording Start Time 7:30 End Time 7:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording 1 2 3 4 5 6 7 766 817 760 745 749 752 801 789 826 790 759 751 747 802 103 104 104 106 84 78 88 80 95 74 92 82 83 87 456 471 423 435 434 435 466 23.2 24.6 21.6 22.1 21.0 21.5 23.5 10.6 11.5 9.8 10.1 9.0 9.4 10.6 900 961 873 868 848 838 923 19.6 20.4 18.5 18.3 18.3 18.3 19.8 Start Time 7:30 End Time 7:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 9 10 Avg 764 777 765 768 760 755 774 775 96 68 107 89 100 90 98 87 448 444 444 446 21.7 21.9 22.8 22.4 9.4 9.5 10.5 10.1 832 889 891 881 18.8 18.6 19.0 19.0 Buildout AM Peak Hr Buildout AM Peak Hr CPB SimTraffic Report Page 2 138 SimTraffic Simulation Summary Buildout AM 07/18/2023 Interval #2 Information Recording Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #2 Information Recording 1 2 3 4 5 6 7 890 820 856 840 919 840 846 851 823 843 821 885 817 821 80 95 74 92 82 83 87 119 92 87 111 116 106 112 519 472 483 491 520 484 477 27.6 25.1 25.4 24.7 28.8 24.7 25.9 13.3 11.9 11.9 11.1 14.3 11.2 12.5 1037 1035 1025 998 1127 954 1001 22.0 20.6 21.3 20.8 23.0 20.5 20.3 Start Time End Time Total Time (min) Volumes adjusted by PHF, Growth Factors. 7:45 8:00 15 9 10 Avg Vehs Entered 852 849 878 859 Vehs Exited 859 834 849 839 Starting Vehs 100 90 98 87 Ending Vehs 93 105 127 105 Travel Distance (mi) 499 473 489 491 Travel Time (hr) 25.6 24.8 25.8 25.8 Total Delay (hr) 11.6 11.6 12.1 12.2 Total Stops 998 971 996 1018 Fuel Used (gal) 21.5 20.6 21.2 21.2 Buildout AM Peak Hr Buildout AM Peak Hr CPB SimTraffic Report Page 3 139 SimTraffic Simulation Summary Buildout AM 07/18/2023 Interval #3 Information Recording Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information Recording 1 2 3 4 5 6 7 781 785 768 756 779 778 726 812 798 760 774 799 802 766 119 92 87 111 116 106 112 88 79 95 93 96 82 72 449 464 452 436 451 447 420 23.6 23.2 21.4 22.2 23.7 21.6 20.0 11.0 10.4 9.1 10.1 11.3 9.1 8.2 909 893 821 885 947 803 769 19.0 19.7 19.0 18.6 19.3 18.8 17.7 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 767 775 93 11 85 442 21.5 9.3 846 18.9 758 769 105 94 431 22.5 10.6 941 18.6 10 Avg 769 767 802 786 127 105 94 83 458 445 22.7 22.3 10.0 9.9 890 872 19.4 18.9 Buildout AM Peak Hr Buildout AM Peak Hr CPB SimTraffic Report Page 4 140 SimTraffic Simulation Summary Buildout AM 07/18/2023 Interval #4 Information Recording Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #4 Information Recording 1 2 3 4 5 6 7 775 808 819 729 743 807 754 793 794 795 759 758 786 742 88 79 95 93 96 82 72 70 93 119 63 81 103 84 464 468 470 436 441 449 433 23.5 24.6 24.0 21.1 21.5 22.8 20.7 10.7 11.7 11.1 9.1 9.4 10.3 8.8 903 956 975 767 836 882 772 19.6 20.0 20.2 18.1 18.7 19.3 18.1 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 9 10 Avg 771 745 739 771 774 768 740 770 85 94 94 83 lir 82 71 93 83 453 430 431 447 22.3 20.9 20.7 22.2 9.8 8.9 8.8 9.9 804 835 807 857 18.9 18.0 17.8 18.9 Buildout AM Peak Hr Buildout AM Peak Hr CPB SimTraffic Report Page 5 141 Queuing and Blocking Report Buildout AM 07/18/2023 Intersection: 3: Barrens Rd & Peters Creek Rd Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served UL T T R UL T T R L TR LT R Maximum Queue (ft) 167 225 232 46 161 318 303 43 98 139 160 107 Average Queue (ft) 79 94 110 13 51 196 159 19 56 38 82 44 95th Queue (ft) 147 187 202 33 115 290 264 40 97 92 142 78 Link Distance (ft) 1412 1412 810 810 623 625 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 180 430 300 350 100 Storage Blk Time (%) 0 1 0 0 0 1 1 Queuing Penalty (veh) 0 1 0 0 0 1 1 Intersection: 7: Site Entrance/Alpine Rd & Peters Creek Rd 225 Movement EB EB EB EB WB WB WB NB NB SB Directions Served UL T T R UL T TR L R L Maximum Queue (ft) 154 203 203 78 150 282 282 97 78 39 Average Queue (ft) 56 67 71 9 33 108 114 36 5 8 95th Queue (ft) 113 155 157 45 93 227 232 78 38 31 Link Distance (ft) 1472 1472 1412 1412 264 955 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 175 300 300 100 Storage Blk Time (%) 0 0 0 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 0 0 0 Intersection: 8: Peters Creek Rd & Archcrest Dr/Airport Rd Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T R L T T R Maximum Queue (ft) 27 79 299 225 32 365 340 180 187 252 276 26 Average Queue (ft) 4 26 138 48 6 208 167 70 89 120 133 3 95th Queue (ft) 18 59 239 127 25 325 293 166 152 233 248 16 Link Distance (ft) 430 435 481 481 1472 1472 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 175 250 300 180 300 300 Storage Blk Time (%) 1 0 1 3 0 0 0 Queuing Penalty (veh) 1 0 0 9 1 0 0 Network Summary Network wide Queuing Penalty: 15 Buildout AM Peak Hr Buildout AM Peak Hr CPB SimTraffic Report Page 6 142 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 n Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations 44 r 44 r 19 "F Traffic Volume (vph) 3 126 840 44 21 23 900 145 39 1 30 138 Future Volume (vph) 3 126 840 44 21 23 900 145 39 1 30 138 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 3610 1615 1805 3574 1615 1805 1624 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 3610 1615 1805 3574 1615 1805 1624 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 3 130 866 45 22 24 928 149 40 1 31 142 RTOR Reduction (vph) 0 0 0 24 0 0 0 73 0 29 0 0 Lane Group Flow (vph) 0 133 866 21 0 46 928 76 40 3 0 0 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 1% 0% 0% 0% 0% 0% Turn Type Prot Prot NA Perm Prot Prot NA Perm Split NA Split Protected Phases 1 1 6 5 5 2 3 3 16._ Permitted Phases 6 2 Actuated Green, G (s) 14.0 51.8 51.8 7.1 45.3 45.3 7.2 7.2 Effective Green, g (s) 14.0 51.8 51.8 7.1 45.3 45.3 7.2 7.2 Actuated g/C Ratio 0.13 0.48 0.48 0.07 0.42 0.42 0.07 0.07 Clearance Time (s) 6.6 5.9 5.9 6.5 5.4 5.4 6.9 6.9 Vehicle Extension (s) 3.5 4.0 4.0 3.5 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 232 1721 770 118 1490 673 119 107 v/s Ratio Prot c0.07 c0.24 0.03 c0.26 c0.02 0.00 OM v/s Ratio Perm 0.01 0.05 v/c Ratio 0.57 0.50 0.03 0.39 0.62 0.11 0.34 0.03 Uniform Delay, d1 44.5 19.5 15.1 48.7 24.9 19.4 48.4 47.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.7 0.3 0.0 2.5 0.9 0.1 2.3 0.1 Delay (s) 48.2 19.9 15.1 51.2 25.9 19.5 50.7 47.6 Level of Service D B B D C B D D Approach Delay (s) 23.3 26.0 49.3 Approach LOS C C D Intersection Summary HCM 2000 Control Delay 27.4 HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 108.6 Intersection Capacity Utilization 66.8% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service C Sum of lost time (s) ICU Level of Service 27.5 Buildout PM Peak Hr Buildout PM Peak Hr 5:00 pm 04/13/2023 Buildout PM CPB Synchro 11 Report Page 1 143 HCM Signalized Intersection Capacity Analysis 3: Barrens Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Lane Configurations 4 r Traffic Volume (vph) 1 102 Future Volume (vph) 1 102 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.2 8.2 Lane Util. Factor 1.00 1.00 Frt 1.00 0.85 Flt Protected 0.95 1.00 Satd. Flow (prot) 1810 1615 Flt Permitted 0.95 1.00 Satd. Flow (perm) 1810 1615 Peak -hour factor, PHF 0.97 0.97 Adj. Flow (vph) 1 105 RTOR Reduction (vph) 0 90 Lane Group Flow (vph) 143 15 Heavy Vehicles (%) 0% 0% Turn Type NA Perm Protected Phases 4 Permitted Phases 4 Actuated Green, G (s) 15.0 15.0 Effective Green, g (s) 15.0 15.0 Actuated g/C Ratio 0.14 0.14 Clearance Time (s) 8.2 8.2 Vehicle Extension (s) 4.0 4.0 Lane Grp Cap (vph) 250 223 v/s Ratio Prot c0.08 v/s Ratio Perm 0.01 v/c Ratio 0.57 0.07 Uniform Delay, d1 43.8 40.7 Progression Factor 1.00 1.00 Incremental Delay, d2 3.8 0.2 Delay (s) 47.6 40.9 Level of Service D D Approach Delay (s) 44.7 Approach LOS D Intersection Summary Buildout PM Peak Hr Buildout PM Peak Hr 5:00 pm 04/13/2023 Buildout PM CPB Synchro 11 Report Page 2 144 HCM Signalized Intersection Capacity Analysis 7: Site Entrance/Alpine Rd & Peters Creek Rd 07/18/2023 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations 44 r 11 144 'I 19 Traffic Volume (vph) 4 96 994 29 10 16 1012 19 8 0 4 5 Future Volume (vph) 4 96 994 29 10 16 1012 19 8 0 4 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 8.0 8.0 8.0 8.0 8.0 7.6 8.0 7.6 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1805 3574 1583 1783 3565 1770 1583 1805 Flt Permitted 0.21 1.00 1.00 0.24 1.00 0.95 1.00 0.95 Satd. Flow (perm) 405 3574 1583 450 3565 1770 1583 1805 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 101 1046 31 11 17 1065 20 8 0 4 5 RTOR Reduction (vph) 0 0 0 8 0 0 1 0 0 0 2 0 Lane Group Flow (vph) 0 105 1046 23 0 28 1084 0 8 0 2 5 Heavy Vehicles (%) 0% 0% 1% 2% 0% 2% 1% 0% 2% 0% 2% 0% Turn Type D.P+P D.P+P NA pt+ov D.P+P D.P+P NA Prot Perm Prot Protected Phases 1 1 6 6 3 5 5 2 3 3 Permitted Phases 2 2 6 6 2 Actuated Green, G (s) 40.4 38.3 49.5 40.4 35.4 3.2 35.4 3.2 Effective Green, g (s) 40.4 38.3 49.5 40.4 35.4 3.2 35.4 3.2 Actuated g/C Ratio 0.60 0.57 0.74 0.60 0.53 0.05 0.53 0.05 Clearance Time (s) 8.0 8.0 8.0 8.0 7.6 8.0 7.6 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 347 2036 1166 312 1877 84 833 85 v/s Ratio Prot c0.02 c0.29 0.01 0.00 c0.30 c0.00 0.00 v/s Ratio Perm 0.16 0.05 0.00 v/c Ratio 0.30 0.51 0.02 0.09 0.58 0.10 0.00 0.06 Uniform Delay, d1 6.1 8.8 2.4 5.6 10.8 30.6 7.5 30.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 0.2 0.0 0.1 0.4 0.5 0.0 0.3 Delay (s) 6.6 9.0 2.4 5.7 11.2 31.1 7.5 30.9 Level of Service A A A A B C A C Approach Delay (s) 8.6 11.1 23.3 Approach LOS A B C Intersection Summary HCM 2000 Control Delay 9.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 67.2 Sum of lost time (s) 23.6 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Buildout PM Peak Hr Buildout PM Peak Hr 5:00 pm 04/13/2023 Buildout PM CPB Synchro 11 Report Page 3 145 HCM Signalized Intersection Capacity Analysis 7: Site Entrance/Alpine Rd & Peters Creek Rd 07/18/2023 Movement SBT SBR Laneonfigurations Traffic Volume (vph) 0 54 Future Volume (vph) 0 54 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 8.0 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1615 Flt Permitted 1.00 Satd. Flow (perm) 1615 Peak -hour factor, PHF 0.95 0.95 Adj. Flow (vph) 0 57 RTOR Reduction (vph) 0 25 Lane Group Flow (vph) Heavy Vehicles (%) 0 32 0% 0% Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm 0.02 v/c Ratio 0.04 Uniform Delay, d1 6.3 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 6.4 Level of Service A Approach Delay (s) 8.3 Approach LOS A Intersection Summary Perm 6 38.3 38.3 0.57 8.0 3.0 920 Buildout PM Peak Hr Buildout PM Peak Hr 5:00 pm 04/13/2023 Buildout PM CPB Synchro 11 Report Page 4 146 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt EBL EBT EBR WBL 22 24 28 295 22 24 28 295 1900 1900 1900 1900 6.7 6.7 6.7 1.00 1.00 1.00 1.00 0.92 1.00 1- WBT WBR NBL 26 270 45 26 270 45 1900 1900 1900 6.7 7.9 1.00 1.00 0.86 1.00 NBT NBR 822 300 822 300 1900 1900 7.9 6.7 0.95 1.00 1.00 0.85 � t SBU SBL SBT 'Pi ft 3 231 888 3 231 888 1900 1900 1900 7.9 7.9 1.00 0.95 1.00 1.00 Flt Protected Satd. Flow (prot) Flt Permitted 0.95 1.00 1805 1747 0.32 1.00 0.95 1.00 1805 1640 0.72 1.00 0.95 1.00 1.00 1805 3574 1615 0.21 1.00 1.00 0.95 1.00 1805 3539 0.19 1.00 Satd. Flow (perm) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles (%) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 612 0.97 23 0 23 0% D.P+P 7 8 31.8 31.8 0.27 6.7 4.0 205 0.00 0.03 0.11 33.3 1.00 0.3 33.6 C 1747 0.97 25 27 27 0% NA 4 4 8.6 8.6 0.07 6.7 4.5 125 0.02 0.22 52.3 1.00 1.5 53.8 D 47.8 D 1371 0.97 0.97 29 304 0 0 0 304 0% 0% D.P+P 3 4 31.8 31.8 0.27 6.7 4.0 448 c0.13 c0.05 0.68 38.8 1.00 4.4 43.2 D 1640 0.97 27 214 91 0% NA 8 27.5 27.5 0.23 6.7 4.5 377 0.06 0.24 37.5 1.00 0.6 38.1 D 40.6 D 405 0.97 0.97 278 46 0 0 0 46 0°A) 0% D.P+P 1 2 58.6 58.6 0.49 7.9 4.0 269 0.01 0.07 0.17 17.2 1.00 0.4 17.6 B 3574 0.97 847 0 847 1% NA 6 41.4 41.4 0.35 7.9 5.5 1237 c0.24 0.68 33.5 1.00 2.2 35.7 D 29.6 C 1615 0.97 309 115 194 0% pm+ov 3 6 64.6 64.6 0.54 6.7 4.0 872 0.04 0.08 0.22 14.4 1.00 0.2 14.6 B 0.97 3 0 0 0% D.P+P 5 6 361 0.97 238 0 241 0% D.P+P 5 6 58.6 58.6 0.49 7.9 4.0 384 c0.09 0.22 0.63 20.1 1.00 3.6 23.7 C 3539 0.97 915 0 915 2% NA 2 52.5 52.5 0.44 7.9 5.5 1553 c0.26 0.59 25.4 1.00 1.0 26.4 C 25.7 C HCM 2000 Control Delay 30.7 HCM 2000 Level of Service HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 119.6 Sum of lost time (s) Intersection Capacity Utilization 77.4% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group 29.2 Buildout PM Peak Hr Buildout PM Peak Hr 5:00 pm 04/13/2023 Buildout PM CPB Synchro 11 Report Page 5 147 HCM Signalized Intersection Capacity Analysis 8: Peters Creek Rd & Archcrest Dr/Airport Rd 07/18/2023 4/ Movement SBR Larfonfigurations Traffic Volume (vph) 21 Future Volume (vph) 21 Ideal Flow (vphpl) 1900 Total Lost time (s) 6.7 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1615 Flt Permitted 1.00 Satd. Flow (perm) 1615 Peak -hour factor, PHF 0.97 Adj. Flow (vph) 22 RTOR Reduction (vph) 12 Lane Group Flow (vph) 10 Heavy Vehicles (%) 0% Turn Type pm+ov Protected Phases 7 Permitted Phases 2 Actuated Green, G (s) 56.8 Effective Green, g (s) 56.8 Actuated g/C Ratio 0.47 Clearance Time (s) 6.7 Vehicle Extension (s) 4.0 Lane Grp Cap (vph) 766 v/s Ratio Prot 0.00 v/s Ratio Perm 0.01 v/c Ratio 0.01 Uniform Delay, d1 16.6 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 16.6 Level of Service B Approach Delay (s) Approach LOS Intersection Summary Buildout PM Peak Hr Buildout PM Peak Hr 5:00 pm 04/13/2023 Buildout PM CPB Synchro 11 Report Page 6 148 SimTraffic Simulation Summary Buildout PM 07/18/2023 Summary of All Intervals Run Number 1 2 3 4 5 6 7 Start Time 4:45 4:45 4:45 4:45 4:45 4:45 4:45 End Time 6:00 6:00 6:00 6:00 6:00 6:00 6:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 3474 3471 3386 3320 3326 3386 3260 Vehs Exited 3468 3496 3377 3329 3311 3362 3259 Starting Vehs 96 122 105 119 113 76 97 Ending Vehs 102 97 114 110 128 100 98 Travel Distance (mi) 2095 2095 2012 1996 1996 2033 1958 Travel Time (hr) 110.2 107.4 99.2 99.2 101.7 102.9 96.9 Total Delay (hr) 53.0 50.0 44.3 44.6 47.2 47.5 43.4 Total Stops 4021 3857 3578 3628 3623 3687 3382 Fuel Used (gal) 87.8 87.2 81.9 81.7 82.5 84.3 80.3 Summary of All Intervals Run Number 8 9 10 Avg Start Time 4:45 4:45 4:45 4:45 End Time 6:00 6:00 6:00 6:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 3356 3405 3326 3367 Vehs Exited 3363 3397 3324 3369 Starting Vehs 93 81 101 97 Ending Vehs 86 89 103 98 Travel Distance (mi) 1995 2043 2000 2022 Travel Time (hr) 103.2 103.2 99.7 102.4 Total Delay (hr) 48.5 47.3 45.2 47.1 Total Stops 3637 3728 3581 3669 Fuel Used (gal) 83.1 83.6 82.6 83.5 Interval #0 Information Seeding Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. Buildout PM Peak Hr Buildout PM Peak Hr CPB SimTraffic Report Page 1 149 SimTraffic Simulation Summary Buildout PM 07/18/2023 Interval #1 Information Recording Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #1 Information Recording 1 2 3 4 5 6 7 887 893 821 820 793 806 855 876 900 853 837 789 792 849 96 122 105 119 113 76 97 107 115 73 102 117 90 103 527 528 500 502 463 486 521 27.0 27.4 24.6 24.6 22.7 23.9 27.2 12.6 12.9 11.0 11.0 10.1 10.7 13.0 979 956 871 884 831 835 933 21.8 22.2 20.6 20.7 18.9 20.1 22.1 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered 866 843 800 837 Vehs Exited 833 823 795 836 Starting Vehs 93 81 101 97 Ending Vehs 126 101 106 99 Travel Distance (mi) 504 499 482 501 Travel Time (hr) 26.9 25.3 23.1 25.3 Total Delay (hr) 13.0 11.6 10.0 11.6 Total Stops 948 922 829 899 Fuel Used (gal) 21.2 20.5 19.5 20.8 Buildout PM Peak Hr Buildout PM Peak Hr CPB SimTraffic Report Page 2 150 SimTraffic Simulation Summary Buildout PM 07/18/2023 Interval #2 Information Recording Start Time 5:15 End Time 5:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #2 Information Recording 1 2 3 4 5 6 7 896 884 867 838 886 849 841 915 894 829 848 896 832 860 107 115 73 102 117 90 103 88 105 111 92 107 107 84 549 533 503 500 552 513 503 29.9 27.4 24.3 25.1 28.3 25.0 25.5 14.9 12.9 10.5 11.3 13.3 11.2 11.7 1052 988 866 913 968 892 926 23.5 22.2 20.0 20.6 23.2 20.9 20.7 Start Time End Time Total Time (min) Volumes adjusted by PHF, Growth Factors. 5:15 5:30 15 9 10 Avg Vehs Entered 855 877 893 869 Vehs Exited 855 872 869 868 Starting Vehs 126 101 106 99 Ending Vehs 126 106 130 102 Travel Distance (mi) 511 519 537 522 Travel Time (hr) 27.2 25.7 28.8 26.7 Total Delay (hr) 13.3 11.6 14.2 12.5 Total Stops 976 894 1064 957 Fuel Used (gal) 21.8 20.8 22.9 21.7 Buildout PM Peak Hr Buildout PM Peak Hr CPB SimTraffic Report Page 3 151 SimTraffic Simulation Summary Buildout PM 07/18/2023 Interval #3 Information Recording Start Time 5:30 End Time 5:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information Recording 1 2 3 4 5 6 7 858 819 838 819 852 880 757 835 824 863 794 818 890 761 88 105 111 92 107 107 84 111 100 86 117 141 97 80 505 502 519 477 503 531 453 28.0 25.1 25.0 23.2 26.8 28.0 21.0 14.2 11.3 11.0 10.0 13.0 13.5 8.7 1045 901 884 867 942 986 717 21.4 20.7 21.3 19.0 20.6 22.3 17.9 Start Time 5:30 End Time 5:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered 827 855 813 829 Vehs Exited 861 854 852 836 Starting Vehs 126 106 130 102 Ending Vehs lir 92 107 91 98 Travel Distance (mi) 500 511 497 500 Travel Time (hr) 24.9 25.8 24.1 25.2 Total Delay (hr) 11.2 11.8 10.5 11.5 Total Stops 845 985 867 900 Fuel Used (gal) 20.4 21.0 20.4 20.5 Buildout PM Peak Hr Buildout PM Peak Hr CPB SimTraffic Report Page 4 152 SimTraffic Simulation Summary Buildout PM 07/18/2023 Interval #4 Information Recording Start Time 5:45 End Time 6:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #4 Information Recording 1 2 3 4 5 6 7 833 875 860 843 795 851 807 842 878 832 850 808 848 789 111 100 86 117 141 97 80 102 97 114 110 128 100 98 514 531 491 517 478 503 481 25.3 27.6 25.3 26.3 23.8 25.9 23.1 11.4 13.0 11.7 12.2 10.8 12.2 10.0 945 1012 957 964 882 974 806 21.0 22.1 20.0 21.4 19.8 21.1 19.7 Start Time 5:45 End Time 6:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. 10 Avg Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 808 814 92 86 479 24.2 11.1 868 19.7 830 820 830 848 808 832 107 91 98 89 103 98 514 484 499 26.5 23.8 25.2 12.4 10.5 11.5 927 821 914 21.3 19.8 20.6 Buildout PM Peak Hr Buildout PM Peak Hr CPB SimTraffic Report Page 5 153 Queuing and Blocking Report Buildout PM 07/18/2023 Intersection: 3: Barrens Rd & Peters Creek Rd Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served UL T T R UL T T R L TR LT R Maximum Queue (ft) 178 298 294 27 118 340 301 70 73 50 173 84 Average Queue (ft) 88 120 134 7 36 201 154 28 26 14 84 38 95th Queue (ft) 162 241 252 20 87 301 263 56 61 37 144 70 Link Distance (ft) 1412 1412 810 810 623 625 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 180 430 300 350 100 225 Storage Blk Time (%) 0 3 1 0 0 0 0 Queuing Penalty (veh) 1 4 0 0 0 0 0 Intersection: 7: Site Entrance/Alpine Rd & Peters Creek Rd Movement EB EB EB EB WB WB WB NB SB Directions Served UL T T R UL T TR L L Maximum Queue (ft) 120 168 179 9 54 229 216 31 34 Average Queue (ft) 40 43 52 0 14 74 75 6 5 95th Queue (ft) 84 126 140 6 42 176 173 24 24 Link Distance (ft) 1472 1472 1412 1412 264 955 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 175 300 300 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Intersection: 8: Peters Creek Rd & Archcrest Dr/Airport Rd Movement EB EB WB WB NB NB NB NB SB SB SB SB Directions Served L TR L TR L T T R UL T T R Maximum Queue (ft) 53 103 383 250 276 450 397 180 285 335 338 115 Average Queue (ft) 15 36 174 120 43 264 213 98 137 145 156 11 95th Queue (ft) 42 77 300 245 151 395 351 203 239 280 293 78 Link Distance (ft) 430 435 481 481 1472 1472 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 175 250 300 180 300 300 Storage Blk Time (%) 2 1 0 5 6 1 0 0 1 0 Queuing Penalty (veh) 6 2 0 2 19 2 0 1 0 0 Network Summary Network wide Queuing Penalty: 39 Buildout PM Peak Hr Buildout PM Peak Hr CPB SimTraffic Report Page 6 154 Roanoke County School Board Rezone approximately 12.013 acres from R-3, Medium Density Multi - Family Residential District, to C-1, Low Intensity Commercial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1 C, Low Intensity Commercial District with conditions Board of Supervisors Public Hearing September 26, 2023 2 Location Map ROANOKE VIRGINIA COUNTY EST. 1838 • 0 Burlington Drive; 6305 Peters Creek Road; 1 120 East Drive • 17.013 Acres • Current Use: Vacant • Proposed Use: Educational Facilities, Primary / Secondary 3 Project Site ROANOKE VIRGINIA COUNTY EST. 1838 AREA TO REMAIN C-4 11.063 AC. 4 �nRTkAi1NNo (AAti s EAST ❑R — AREA TO REZONED FROM R.3 TO C-1 13.013 AG. Concept Plan ROANOKE VIRGINIA COUNTY EST. 1838 5 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 6 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 7 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 8 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 9 Photographs ROANOKE VIRGINIA COUNTY EST I838 10 Photographs ROANOKE VIRGINIA COUNTY EST.1838 11 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 12 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 13 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 14 Photographs ROANOKE VIRGINIA COUNTY EST. 1838 0 Burlington Drive (5.0 acres) • Rezoned in 1996 from R-3, Medium Density Multi -Family Residential, to C- 1 C, Low Intensity Commercial District with Conditions • Petition made by the Industrial Development Authority of Roanoke County and Trent Development • One Proffer accepted as part of this rezoning: • "If Burlington Road is used for access to the subject property, then Burlington Road shall be improved to the standards as specified by the Virginia Department of Transportation (VDOT) and the Roanoke County Department of Engineering. All improvements shall be completed prior to the issuance of a Certificate of Occupancy for the first phase of any development on the site." • This site was never developed and remains vacant 15 Property Background ROANOKE VIRGINIA COUNTY EST. 1838 6305 Peters Creek Road (6.691 acres) • Contains one single family dwelling (built around 1939) • Four accessory buildings • Property was vacated some time around 2014 1120 East Drive (5.322 acres) • Undeveloped and vacant 16 Property Background ROANOKE VIRGINIA COUNTY EST. 1838 The Roanoke County Zoning Ordinance defines educational facilities, primary/secondary as: "a public, private or parochial school offering instruction at the elementary, junior and/or senior high school levels in the branches of learning and study required to be taught in the public schools of the Commonwealth of Virginia." This is a civic use and is allowed by right in the C-1, Low Intensity Commercial District, subject to the following use and design standards listed in Section 30-83-5: 17 Zoning Background ROANOKE VIRGINIA COUNTY EST. 1838 A. General standards: 1. Any parking lot, outdoor activity area, ball field or court, or stadium which adjoins a residential use type shall be landscaped with one (1) row of small evergreen trees in accordance with section 30-92 along the property line adjoining the residential use type. Where night-time lighting of such areas is proposed large evergreen trees shall be required. 2. Any area constructed in conjunction with an educational facility intended for the overnight storage of school buses which adjoins a residential use type shall provide Type C buffer yard as specified in Section 30-92 of this ordinance. B. In the AR district, the maximum building coverage shall be twenty (20) percent and the maximum lot coverage fifty (50) percent of the total lot area. C. In residential districts, the maximum building coverage shall be forty (40) percent and the maximum lot coverage shall be sixty (60) percent of the total lot area 18 Zoning Background ROANOKE VIRGINIA COUNTY EST. 1838 Community meeting held Tuesday, August 15th at Green Ridge Recreation Center • Representatives from county staff, VDOT, and the applicant were available at the meeting • Three citizens attended and were in support of the project 19 Community Meeting ROANOKE VIRGINIA COUNTY EST. 1838 101 VOA y. It _a Eff1111111111 JIIUIJJJIIJIIJ•`tJIJJJIL IIIIIIIL1IIJII llll`J` 1111111111111111 6 111111111111111111111 TIE'1 j ry ®Q'A116 �.Fg r ti • hh `\ TiT E T ! II. E BROOK Si t 20 Concept Plan ROANOKE VIRGINIA COUNTY EST. 1838 +.5 • I D,▪ , PlIOPOOMID c, -,-------- - -- - - • - - . -- -- - - - 1 '. c.: ,-- ,...'4., _ -_--- ---- ---- -- - - ------- ------ -,;---- ----- ; - 'I — -- -- — - - \ POSSIOLIF NORDNIENT SION 7' I L------- \ .e- - KERY LEKR, ma.n-pwr DIMLY, Lin ..9k 72111 EF lieNTIVE *WNW 1.11.131V3 MAR, YU. C0,17...VE. wmcr,rnr.hx ACZER...e M.,,qugES MO.%/ VIDen vErnaq I20 51,10,5 SPACIE TarAL 425e SP.'. PROPOSED 1.1.0.1- TURN LANE- PROPOSED DIOEPY.PE I= I I In 1 ME 1 I MI I I I • F I NO I pE 14111 EXISTING JURISODC-110N. CHANNEL 21 Concept Plan RoANoKE VIRGINIA COUNTY EST. 1838 Existing Zoning • C-1C, Low Intensity Commercial District with Conditions • R-3, Medium Density Multi -Family Residential District Surrounding Zoning • North - R-1, C-2 • East - R-3, C-2 • West - C-1, C-2, R-3 • South - C-1, R-3 22 Zoning ROANOKE VIRGINIA COUNTY EST. 1838 Transition • Transition is a future land use area that encourages the orderly development of highway frontage parcels. • Transition areas generally serve as developed buffers between highways and nearby or adjacent lower intensity development. • Intense retail and highway oriented commercial uses are discouraged in transition areas, which are more suitable for office, institutional and small-scale, coordinated retail uses. • The proposed rezoning is consistent with the Transition future land use designation 23 Future Land Use ROANOKE VIRGINIA COUNTY EST. 1838 Development • Development is a future land use area where most new neighborhood development will occur, including large-scale planned developments which mix residential with retail and office uses. • Community activity centers, which includes schools, is an appropriate land use type in the Development future land use designation. • The proposed rezoning is consistent with the Development future land use designation. 24 Future Land Use ROANOKE VIRGINIA COUNTY EST. 1838 Public Hearing - September 5, 2023 • No citizens spoke during the public hearing. • The applicant provided a background on the existing Burton Center for Arts and Technology and how the current location is inadequate for their growing needs and how the new facility is ideally situated and would be a benefit to the area. The applicant also mentioned the traffic improvements (new traffic light on Peters Creek Road along with turn lanes into the site) . 25 Planning Commission ROANOKE VIRGINIA COUNTY EST. 1838 The Planning Commission discussed the project, buffers, growth potential, the benefits for economic development, traffic, surrounding zoning, future land use designations, and the need for the project. The Planning Commission recommends approval to rezone 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C- 1, Low Intensity Industrial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1C, Low Intensity Commercial District with Conditions. 26 Planning Commission ROANOKE VIRGINIA COUNTY EST. 1838 Questions? Peter S. Lubeck COUNTY ATTORNEY ROANOKE COUNTY OFFICE OF THE COUNTY ATTORNEY 5204 Bernard Drive, P.O. Box 29800 Roanoke, Virginia 24018-0798 TEL: (540) 772-2071 FAX: (540) 772-2089 Mary Beth Nash Rachel W. Lower Marta J. Anderson SENIOR ASSISTANT COUNTY ATTORNEYS SAMPLE MOTIONS The petition of Roanoke County Public Schools to rezone approximately 12.013 acres from R-3, Medium Density Multi -Family Residential District, to C-1, Low Intensity Commercial District, and to remove the proffered condition on approximately 5.0 acres of land zoned C-1 C, Low Intensity Commercial District with conditions, located at the end of Burlington Drive, 6305 Peters Creek Road, and 1120 East Drive, Hollins Magisterial District. MOTION TO APPROVE I find that the proposed rezoning request: 1. Is consistent with the purpose and intent of the County's adopted comprehensive plan, 2. Is good zoning practice, and 3. Will not result in substantial detriment to the community. I therefore MOVE THAT WE APPROVE the rezoning request as it has been requested, and remove the one proffered condition from the property located at 0 Burlington Drive (Roanoke County Tax Map Number 027.13-05-05.00-0000) applied to the property by Ordinance 082796-10 dated August 27, 1996. MOTION TO DENY I find that the proposed rezoning request: 1. Is inconsistent with the purpose and intent of the County's adopted comprehensive plan and good zoning practice, or 2. Will result in substantial detriment to the community. I therefore MOVE THAT WE DENY the rezoning request as it has been requested. MOTION TO DELAY ACTION I find that the required information for the submitted proposal is incomplete. I therefore MOVE TO DELAY action until additional necessary materials are submitted to the Board of Supervisors. AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, SEPTEMBER 26, 2023 ORDINANCE REZONING APPROXIMATELY 12.013 ACRES FROM R-3 (MEDIUM DENSITY MULTI -FAMILY RESIDENTIAL) DISTRICT TO C-1 (LOW INTENSITY COMMERCIAL DISTRICT) AND TO REMOVE THE PROFFERED CONDITION ON APPROXIMATELY 5.0 ACRES OF LAND ZONED C-1C (LOW INTENSITY COMMERCIAL DISTRICT WITH ONE CONDITION) LOCATED AT THE END OF BURLINGTON DRIVE, 6305 PETERS CREEK ROAD, AND 1120 EAST DRIVE, HOLLINS MAGISTERIAL DISTRICT WHEREAS, the Roanoke County School Board is requesting to rezone approximately 12.013 acres from R-3 (Medium Density Multi -Family Residential) District to C-1 (Low Intensity Commercial) District in order for the Roanoke County School Board to construct a new Career and Technical Education facility, and the property subject to this request is located at 6305 Peters Creek Road and 1120 East Drive (Roanoke County Tax Map Numbers: 027.13-05-06.00-0000 and 027.13-05-37.00-0000); and WHEREAS, the Roanoke County School Board is also requesting to remove one proffered condition on approximately 5.0 acres zoned C-1 C (Low Intensity Commercial District with one condition) for that same purpose, and the property subject to this request is located at the end of Burlington Drive, addressed as 0 Burlington Drive (Roanoke County Tax Map Number: 027.13-05-05.00-0000); and WHEREAS, the first reading of this ordinance was held on August 22, 2023, and the second reading and public hearing were held on September 26, 2023; and WHEREAS, the Roanoke County Planning Commission held a public hearing on this matter on September 5, 2023; and WHEREAS, the Planning Commission recommends approval of the petition as requested; and Page 1 of 3 WHEREAS, legal notice and advertisement has been provided as required by law. NOW, THEREFORE, BE IT ORDAINED by the Board of Supervisors of Roanoke County, Virginia, as follows: 1 The petition of Roanoke County Public Schools to rezone approximately 12.013 acres from R-3 (Medium Density Multi -Family Residential) District to C-1 (Low Intensity Commercial) District in order for the Roanoke County School Board to construct a new Career and Technical Education facility on property located at 6305 Peters Creek Road and 1120 East Drive (Roanoke County Tax Map Numbers: 027.13-05-06.00-0000 and 027.13-05-37.00- 0000) is hereby approved. 2. The petition of Roanoke County Public Schools to remove one proffered condition on approximately 5.0 acres zoned C-1C (Low Intensity Commercial District with one condition) on property located at the end of Burlington Drive, addressed as 0 Burlington Drive (Roanoke County Tax Map Number: 027.13-05-05.00-0000) is hereby approved. 3. The following proffered condition existing on property located at the end of Burlington Drive, addressed as 0 Burlington Drive (Roanoke County Tax Map Number: 027.13-05-05.00-0000) applied to the property by Ordinance 082796-10 dated August 27, 1996 is hereby removed as follows: a. If Burlington Road is used for access ttisu bject property teen n—v�rrnng n--r-cvuaT.raaccr�vr-a-cc�� �cc�vFJcrc� Burlington Road shall bc improvcd to standards as spccificd by the Virginia Departmcnt of Transportation (VDOT) and the—Ro- e County Department of Engineering. All improvements shall bc Page 2 of 3 completed prior to the issuance of a Certificate of Occupancy for thc first phase of any dcvelopment on thc sitc. 4. The Board finds that the request as submitted by the Roanoke County School Board is consistent with the purpose and intent of the County's adopted Comprehensive Plan, is good zoning practice, and will not result in substantial detriment to the community. 5. This ordinance shall be in full force and effect thirty (30) days after its final passage. The Zoning Administrator is directed to amend the zoning district map to reflect the change in zoning classification authorized by this ordinance. Page 3 of 3