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Council Actions 01-17-23
PRIDDY City of Roanoke, Virginia 45233-011723 CITY COUNCIL ., January 17, 2023 2:00 PM ROA N O K E City Council Chamber 215 Church Avenue, S.W. AGENDA The City of Roanoke is a safe, caring and economically vibrant community in which to live, learn, work, play and prosper. A vibrant urban center with strong neighborhoods set amongst the spectacular beauty of Virginia's Blue Ridge. NOTICE: Council meetings will be televised live and replayed on RVTV Channel 3 on Thursdays at 7:00 p.m., and Saturdays from 10:00 a.m. to 5:00 p.m.; and video streamed through Facebook Live at facebook.com/RoanokeVa. Council meetings are offered with closed captioning for the deaf or hard of hearing. 1. CALL TO ORDER - ROLL CALL. All Present. The Invocation was delivered by Vice-Mayor Joseph L. Cobb. The Pledge of Allegiance to the Flag of the United States of America was led by Mayor Sherman P. Lea, Sr. Welcome. ANNOUNCEMENTS: 2. PRESENTATIONS AND ACKNOWLEDGEMENTS: NONE. 3. HEARING OF CITIZENS UPON PUBLIC MATTERS: City Council sets this time as a priority for citizens to be heard. All matters will be referred to the City Manager for response, recommendation or report to Council, as he may deem appropriate. John Brown, City Employee, Solid Waste Management, appeared before the Council with regard to the analysis of the City's pay structure and requested the status of the compensation study. The matter was referred to the Deputy City Manager for response. Freeda Cathcart, 2516 Sweetbrier Avenue, S. W., appeared before the Council with regard to the need for improvement in communication between neighborhoods and the City administration. 4. CONSENT AGENDA: APPROVED (7-0) All matters listed under the Consent Agenda are considered to be routine by the Members of City Council and will be enacted by one motion. There will be no separate discussion of the items. If discussion is desired, the item will be removed from the Consent Agenda and considered separately. C-1. Minutes of the regular meeting of City Council held on Monday, November 21, 2022. RECOMMENDED ACTION: Dispensed with the reading of the minutes and approved as recorded. C-2. A communication from Council Member Patricia White-Boyd, Chair, City Council Personnel Committee, requesting that Council convene in a Closed Meeting to discuss a personnel matter, being the mid-year performances of Council-Appointed Officers, pursuant to Section 2.2-3711 (A)(1), Code of Virginia (1950), as amended. RECOMMENDED ACTION: Concurred in the request. C-3. A communication from the City Manager requesting a Closed Meeting to discuss a prospective business or industry or the expansion of an existing business or industry in the Southeastern area of the City of Roanoke, where discussion in an open meeting would adversely affect the bargaining position or negotiating strategy of the public body, pursuant to Sections 2.2-3711 (A)(5), (A)(6), Code of Virginia (1950), as amended. RECOMMENDED ACTION: Concurred in the request. C-4. A communication from the City Manager requesting a Closed Meeting to discuss the disposition of publicly-owned property located at 339 Salem Avenue, SW, where discussion in an open meeting would adversely affect the bargaining position or negotiating strategy of the public body, pursuant to 2.2- 3711.A.3, Code of Virginia (1950), as amended. RECOMMENDED ACTION: Concurred in the request. C-5. Request a Public Hearing for February 21, 2023 for HOME-ARP Allocation Plan. RECOMMENDED ACTION: Concurred in the request. C-6. FY2022 City Manager Transfer Report for the P13 Fiscal Year ended June 30, 2022. RECOMMENDED ACTION: Received and filed. C-7. FY2023 City Manager Transfer Report for the 2nd quarter ended December 31, 2022. RECOMMENDED ACTION: Received and filed. C-8. Monthly Financial Report - December 2022. RECOMMENDED ACTION: Received and filed. C-9. A communication from the City Clerk advising of the resignation of Lew Bishop as a member of the Blue Ridge Behavioral Healthcare, Board of Directors, effective December 1, 2022. RECOMMENDED ACTION: Accepted the resignation and received and filed the communication. C-10. Reports of qualification of the following individuals: Robert Pilkington as a member of the Building and Fire Code Board of Appeals to replace Jeffry Parkhill for a term of office ending June 30, 2025; and Deidre Trigg as a member of the Youth Athletics Review Board for a three-year term of office, commencing January 1, 2022 and ending December 31, 2024. RECOMMENDED ACTION: Received and filed. REGULAR AGENDA: 5. PUBLIC HEARINGS: NONE. 6. PETITIONS AND COMMUNICATIONS: NONE. 7. REPORTS OF CITY OFFICERS AND COMMENTS OF CITY MANAGER: 1. CITY MANAGER: BRIEFING: • Roanoke City and Alleghany Health Districts —Annual Report and County Health Factors 20 minutes Received and filed. ITEMS RECOMMENDED FOR ACTION: A. Acceptance and Appropriation of Juvenile Justice and Delinquency Prevention Funding from the Commonwealth of Virginia, Department of Criminal Justice Services. Adopted Resolution No. 42533-011723 and Budget Ordinance No. 42534-011723. (7-0) B. Acceptance and Appropriation of the FY 2022 Edward Byrne Memorial Justice Assistance Grant Program. Adopted Resolution No. 42535-011723 and Budget Ordinance No. 42536-011723. (7-0) C. Acceptance of Virginia Department of Transportation (VDOT) Local Revenue Sharing Funding for the Huntington Blvd Curb, Gutter and Sidewalk (Birchwood to Oliver) — Site 6 Project. Adopted Resolution No. 42537-011723 and Budget Ordinance No. 42538-011723. (7-0) D. Acceptance of funds from the Economic Development Authority of the City of Roanoke for Virginia Tech Corporate Research Center Wetlab and JLAB Go Virginia Application. Adopted Budget Ordinance No. 42539-011723. (7-0) E. Designation of Census Tracts 6.01 and 6.02 as a Revitalization Area. Adopted Resolution No. 42540-011723.(7-0) COMMENTS OF THE CITY MANAGER. NONE. 2. CITY ATTORNEY: NONE. 8. REPORTS OF COMMITTEES: 1. A report of the Roanoke City School Board requesting appropriation of funds for various educational programs; and a report of the City Manager recommending that Council concur in the request. Donna Caldwell, Director of Accounting, Spokesperson. Adopted Budget Ordinance No. 42541-011723. (6-0, Council Member Sanchez-Jones was not present when the vote was recorded) 2. A report of certain Authorities, Boards, Committees and Commissions in which City Council serve as liaisons or appointees. Adopted Resolution No. 42542-011723 approving and affirming the action taken by the Greater Roanoke Transit Company (GRTC) d/b/a Valley Metro to implement Fare Free Transit Equity Day Service for Saturday, February 4, 2023; and authorizing the City Manager to take any necessary action to accomplish such fare. (7-0) Vice-Mayor Cobb offered a brief report on the GRTC Board meeting pointing out that construction was going well with completion to be in April, ridership was up ten percent and the VMGO app was active and user friendly. Council Member White-Boyd made a few announcements on behalf of the Equity and Empowerment Advisory Board. Council Member Priddy provided an update on the Legislative Committee and advised that a proposal to honor October 4 as Henrietta Lacks Day. 9. UNFINISHED BUSINESS: NONE. 10. INTRODUCTION AND CONSIDERATION OF ORDINANCES AND RESOLUTIONS: NONE. 11. MOTIONS AND MISCELLANEOUS BUSINESS: 1. Inquiries and/or comments by the Mayor and Members of City Council. Council Member White-Boyd commented on the real estate tax reduction and expressed concern. Council Member Moon Reynolds expressed concern with regard to the real estate assessed value for citizens and announced an eventsponsored by Total Action for Progress (TAP). Council Member Sanchez-Jones commented that 40 percent of revenues go to the schools and Council needed to be good stewards of City funds. Council Member Priddy commented on elections and precinct realignment. Vice-Mayor Cobb offered an explanation of new construction in the Ordway Drive area and inquired as to the address of a precinct location. 2. Vacancies on certain authorities, boards, commissions and committees appointed by Council. None. 12. RECESS. 4:00 P.M. THE COUNCIL MEETING WILL STAND IN RECESS FOR A CLOSED MEETING; AND THEREAFTER TO RECONVENE AT 7:00 PM, IN THE COUNCIL CHAMBER, ROOM 450, NOEL C. TAYLOR MUNICIPAL BUILDING. City of Roanoke, Virginia CITY COUNCIL 7:00 PM ROANOKE City Council Chamber 215 Church Avenue, S.W. 13. CALL TO ORDER - ROLL CALL. All Present. The Invocation was delivered by Mayor Sherman P. Lea, Sr. The Pledge of Allegiance to the Flag of the United States of America was led by Mayor Lea. Welcome. CERTIFICATION OF CLOSED MEETING. (7-0). 14. PRESENTATIONS AND ACKNOWLEDGEMENTS: Consideration to rename Kennedy Park in honor of the late Estelle H. McCadden. Adopted Resolution No. 42543-011723. (7-0) Recognition of the 540 Power Hawks 2022 State, Regional and National Youth Football Champions. Mayor Lea recognized the team and coaches on their achievements. 15. NEW BUSINESS: 1. Recommendation to adopt a resolution supporting federal legislation renaming the Richard H. Poff Federal Building. Adopted Resolution No. 42544-011723. (7-0) 2. Council anticipates that there will be a briefing by staff with council action to follow regarding an economic development project located in the southeastern quadrant of the City. Adopted Ordinance No. 42545-011723 authorizing the proper City officials to execute an Economic Development Performance Agreement ("Performance Agreement") among the City of Roanoke, Virginia (the "City"), the Economic Development Authority of the City of Roanoke, Virginia (the "EDA"), and Riverdale Southeast, LLC, a Virginia limited liability company ("Riverdale"); authorizing the City Manager or his designee to take such actions and execute such documents as may be necessary to provide for the implementation, administration, and enforcement of such Performance Agreement. (7-0) 16. PUBLIC HEARINGS: 1. Request of Khawaja Holdings, LLC, to repeal and replace conditions proffered as part of a previous rezoning at 1919 10th Street, N. W., adopted through the enactment of Ordinance No. 41064-022018, requires development in conformance with a development plan dated January 9, 2018. Ben Crew, Balzer & Associates, Inc., Spokesperson. Adopted Ordinance No. 42546-011723. (7-0) 2. Request of OJP Rentals, LLC, to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue, S. W.,and the on-ramp to Route 220 with an approximate area of 600 +/- square feet, adjacent to Official Tax Map Nos. 1280408 and 1280419. Eric Warren, Petitioner, Spokesperson. Adopted Ordinance No. 42547-011723. (7-0) 3. Request of TPB Enterprises, LLC, to (i) close by vacation an approximately 0.06 acre portion of Mecca Street, N. E., at the intersection with Orange Avenue, N. E., being adjacent to property located at 2901 Orange Avenue, N. E., to be zoned Commercial-General District, and incorporated into 2901 Orange Avenue, N. E., with the realignment of Mecca Street, N. E.; (ii) to close by vacation an approximately 0.03 acre portion of right-of-way between 2525 Manning Road, N. E., and 0 Manning Road, N. E., respectively, for incorporation into the larger master plan; (iii) to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue, N. E., enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and (iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue, N. E.; 2802 and 0 Daleton Road, N. E.; 0 Scott Road, N. E.; 2519, 2525, and 0 Manning Road N. E.; and the portion of right-of-way to be vacated. Ben Crew, Balzer & Associates, Inc., Spokesperson. Adopted Ordinance No. 42548-011723, as amended. (7-0) 17. HEARING OF CITIZENS UPON PUBLIC MATTERS: City Council sets this time as a priority for citizens to be heard. If deemed appropriate, matters will be referred to the City Manager for response, recommendation or report to the Council. Pam Shaver and Jane McDaniel, 4513 Northridge Road, N. E., appeared before the Council to ask assistance with regard to suspended mail delivery due to an alleged dog attack in the area. Laura Hartman, 1209 Campbell Avenue, S. W., appeared before the Council with regard to the need for improved bus service and more drivers. Sharon Fritz, 3780 Stratford Park Drive, appeared before the Council with regard to bus service. Chris Craft, P.O. Box 12804, appeared before the Council to advise that the City needed more sidewalks, change the time of the City Planning Commission meeting to allow for more public attendance. ADJOURNED. 10:35 P.M. CITY OF ROANOKE CITY COUNCIL a 215 Church Avenue,S.W.,Suite 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 SHERMAN P.LEA,SR. E-mail: clerk@roanokeva.gov Council Members Mayor Joseph L.Cobb Luke W.Priddy Stephanie Moon Reynolds Vivian Sanchez-Jones Peter J.Volosin Patricia White-Boyd January 17, 2023 The Honorable Mayor Sherman P. Lea and Members of the Roanoke City Council Roanoke, Virginia Dear Mayor Lea and Members of Council: I wish to request a Closed Meeting to discuss the mid-year performance of the Council- Appointed Officers, pursuant to Section 2.2-3711 (A)(1), Code of Virginia (1950), as amended. Sincerely, �-X. Patricia White-Boyd, Chair City Council Personnel Committee PWB:ctw ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: A communication from the City Manager requesting a Closed Meeting to discuss a prospective business or industry or the expansion of an existing business or industry in the Southeastern area of the City of Roanoke, where discussion in an open meeting would adversely affect the bargaining position or negotiating strategy of the public body, pursuant to Sections 2.2-3711 (A)(5), (A)(6), Code of Virginia (1950), as amended. Background: The City Manager requests a Closed Meeting to discuss a prospective business or industry or the expansion of an existing business or industry in the Southeastern area of the City of Roanoke, where discussion in an open meeting would adversely affect the bargaining position or negotiating strategy of the public body, pursuant to Sections 2.2-3711 (A)(5), (A)(6), Code of Virginia (1950), as amended. Recommended Action: Concur in the request. 114f Bob Cowell, City Manager Distribution: i ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: A communication from the City Manager requesting a Closed Meeting to discuss the disposition of publicly-owned property located at 339 Salem Avenue, SW, where discussion in an open meeting would adversely affect the bargaining position or negotiating strategy of the public body, pursuant to 2.2-3711.A.3, Code of Virginia (1950), as amended. Background: The City Manager requests a Closed Meeting to discuss the disposition of publicly-owned property located at 339 Salem Avenue, SW, where discussion in an open meeting would adversely affect the bargaining position or negotiating strategy of the public body, pursuant to 2.2-3711.A.3, Code of Virginia (1950), as amended. Recommended Action: Concur in the request. 4f Bob Cowell, City Manager Distribution: ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Request a Public Hearing for February 21, 2023 for HOME-ARP Allocation Plan. Background: On April 28, 2021, the US Department of Housing & Urban Development (HUD) notified the City of Roanoke of $2,449,336 in American Rescue Plan Act funds that were to be allocated to the City through the HOME Investment Partnership Grant Program. HOME-ARP funds were designated to give states and participating jurisdictions new resources to address homeless assistance needs by creating affordable housing, non-congregate shelter units, providing tenant-based rental assistance or supportive services. In order to access HOME-ARP funds, states and local governments must submit an Allocation Plan to HUD prior to March 31, 2023. The Allocation Plan must be developed in conjunction with a community housing assessment and gap analysis. The housing study included extensive consultation and outreach to area non-profits, City staff, private and non-profit housing developers and the public through surveys, with a response of nearly 1,400 for the public survey. A joint meeting was held by the Blue Ridge Interagency Council on Homelessness and the Blue Ridge Continuum of Care on November 15, 2022 and a public input meeting later that evening in the Belmont Christian Church and broadcast on RVTV. There were also several stories on local media during this time to promote awareness of the surveys and potential impact of the HOME-ARP funds for the community. Staff with Human Services and Community Resources have been working in collaboration with an outside qualified consultant to develop an Allocation Plan to propose for public comment and submission to HUD. Considerations: A public notice will be advertised in the Roanoke Times and uploaded to the City's webpage no later than February 10, 2023 for a 30-day comment period for a Proposed HOME-ARP Allocation Plan and Amendment to the 2020-2024 HUD 5-Year Consolidated Plan, including a public hearing by City Council on Monday February 21, 2023 on the proposed actions. Public comments will be received throughout the public comment period and will be submitted to HUD upon later approval of the Proposed HOME-ARP Allocation Plan. City Council will not be asked to take formal action on the proposed plan and amendment at the conclusion of its public hearing on February 21, 2023. The intent is to seek approval of the plan and authorize submission to HUD during the March 6, 2023 or March 20, 2023 regular meeting, pending completion of 30-day public comment period. Authorize the City Manager or designee to advertise a 30-day public comment period for the HOME-ARP Allocation Plan and Amendment to the 2020-2024 HUD 5-Year Consolidated Plan and subsequent public hearings for City Council by February 21, 2023. Recommended Action: Concur in the request. Bob Cowell, City Manager Distribution: Council Appointed Officers Susie McCoy, City Clerk Timothy Spencer, City Attorney W. Brent Robertson, Assistant City Manager/Director of Finance Jillian Papa-Moore, Acting Director of Planning, Building & Development Keith Holland, Community Resources Administrator ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: FY2022 City Manager Transfer Report for the P13 Fiscal Year ended June 30, 2022. Background: Under City Code Section 2-121, the Director of Finance shall report quarterly to City Council any City Manager Transfers in excess of one hundred thousand ($100,000) between funds, as well as between project and program accounts in the capital project fund and grant fund. Recommended Action: Receive and file. '11-0 Bob Cowell, City Manager Distribution: Clarence G. Grier, Deputy City Manager W. Brent Robertson, Assistant City Manager/Director of Finance City of Roanoke,Virginia Report of City Manager Transfers P13 Ended December 15,2022 (Unaudited) Transfer Number Date Explanation From To Amount Transfer unused E911 Wireless Board Revenues Fiscal Year to Multi-Year E911 CMT22-00185 9/13/2022 Multi-Year E911 account FY E911 Wireless account 578,439 Year End Clean up utilizing debt service principal budgets to the extend operating revenues exceed CMT22-00166 9/21/2022 expenditures Civic Facilites Operating Civic Facilites Events 1,257,000 Year End CMT for personnel IE220923000001 9/23/2022 Appropriation Units. Multiple Departments Multiple Departments 10,535,054 Leases from multiple CMT22-00168 9/27/2022 General fund Lease JVA Transfer departments Debt Service 250,169 FY22 YE intra-departmental general services balancing CMT IA221007000028 10R/2022 Transfer(Two) Multiple Departments Multiple Departments 204,403 FY22 Year end Balancing Intra- Departmental CMT within the Sheriff&Jail Sheriff&Jail IA220927000022 10/11/2022 Sheriff&Jail Departments Departments Departments 177,280 FY22 YE intra-departrnental IA220927000024 10/11/2022 balancing CMT-General Services General Services General Services 149,505 FY2022 YEAR-END CLEAN UP IA220927000020 10/13/2022 FOR HUMAN SERVICES HUMAN SERVICES HUMAN SERVICES 828,789 FY2022 YEAR-END CLEAN UP POLICE IA220927000021 10/13/2022 FOR POLICE DEPARTMENT POLICE DEPARTMENT DEPARTMENT 104,636 Fiscal Year End 2022 IA221011000029 10/14/2022 intradepartmental clean up City Manager Dept City Manager Dept 173,315 Transfer FY22 remaining funds at year-end.Moving from DOT to General Services and Public General Services& IE221104000022 11/4/2022 Works. DOT Public Works 167,494 FY22 Year end Clean up of City Manager IE221109000027 11110/2022 Transfer accounts. Contingency Transfer accounts 3,539,319 Utilization of FY22 Year End funds by allocating them to Capital Capital Projects IE221115000029 11115/2022 Project Contingency. Multiple departments Contingency 7,488,936 FY22 YE Budget Balancing Stage Employee Health Facilities IE221104000020 11/16/2022 3Inter-Operational Services Management 359,182 FY22 year end funds from IE221104000021 11/1612022 Electoral Board to Fleet Electoral Board Fleet 402,426 FY22 year and clean up moving funds from Economic IE221104000023 11/16/2022 Development to Fire Dept. Economic Development Fire Department 187,748 FY2022 Year-end Clean up CMT: taking funds from Parks and Rec and moving them to PBD and IE221104000026 11/16/2022 Libraries Parks and Rec PBD and Libraries 126,625 YEAR-END CLEAN UP FOR LATE ACCRUAL OF CSA IA221128000046 11/28/2022 EXPENSES HUMAN SERVICES HUMAN SERVICES 100,338 YEAR-END CMT FOR LINE OF Sheriff,Fire and IF-221201000033 12/1/2022 DUTY AC Residual Fringe Police 222,552 YEAR-END CMT FOR RESIDUAL AMOUNTS NOT COVERED BY Contingency& IE221201000035 12/1/2022 INTRA CMT Debt Servioe Human Services 250,169 YE Clean up CMT adjustment to return funding from the Capital Project Cont to the City Manager Capital Projects IE221201000034 12/2/2022 Cont. Contingency General Fund 1,265,000 Notes: Under City Code section 2-121,the City Manager has authority to make transfers of any amount within or between funds during the fiscal year and after June 30th to ensure proper expenditure reporting and budgetary controls for the prior fiscal year.The scope of this report is limited to transfers In excess of$100,000 between funds and between project/program accounts in the Capital Project Fund and Grant Fr CMTs marked with an asterisk denotes that multiple lines of monies transferred amounted to be above the$100,000.All CMTs not marked with an asterisk have at least a single line item that amounted to over$100,000. �3 4'.rra§dc; i do ai this step % Y1ew wo_&_tow Wads Funds Transfer(CMT22-00165)Management&Budget-InterDepartment Transfer Page down to view complete workflow history. Requested by Paul�Noilkniar) on 09/12/2022 12:11°27 Ph,1 Department Management&Budget Type: InterDepartment Fiscal Year. 2022 Director Vanessa Bohr Assistant CM Yes Approval? Division Sonya Roman City Mgr Yes Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Clarence Grier Reason For Transfer unused E911 Wireless Transfer Board revenues for FY22,both appropriated and unappropriated,to a multi-year account for designated E911 expenses. Increase the following accounts: Account Name Account Number Amount 1 APPROP FROM GENERAL REVENUE EVP-0123-08-430-9050-9003 $200,000.00 2 APPROP FROM GENERAL REVENUE WEF-0123-08430-9870-9003 $378,439.00 TOTAL $578,439.00 Decrease the following accounts: Account Name Account Number Amount 1 REGULAR EMPLOYEE SALARIES WE1-0311-01-430-4131-1002 $149,306.00 2 OVERTIME WE1-0311-01-430-4131-1003 $19,470.00 3 CITY RETIREMENT WE1-0311-01-430-4131-1105 $24,321.00 4 FICA WE1-0311-01-430-4131-1120 5,046 5 MEDICAL INSURANCE WE1-0311-01-430-4131-1125 $8,139.00 6 TEMPORARY WAGES WE2-0311-01-430-4131-1004 $61,437.00 7 EXPENDIBLE EQUIPMENT(45,000) WE2-0311-01430-4131-2035 $147,537.00 8 TRAINING AND DEVELOPMENT WE2-0311-01-430-4131-2044 $7,000.00 8 TECHNOLOGY MAINTENANCE WE2-0311-01-430-4131-2555 $87.00 CONTRACTS 10 CONTINGENCY CT2-0800-01-300-9410-2199 $156,096.00 TOTAL $578,439.00 What do I do at this itt2l? Yew.warkf[ow details cl3 What der l do at this st 7 View workflow details Funds Transfer(CMT22-00166)Civic Center-IntraDepartment Transfer Page down to view complete workflow history. Requested by Paul Workman on 09/13!2022 12:04:04 Prot Department Civic Center Type: IntraDepartment Fiscal Year. 2022 Director Robyn Schon Assistant CM Yes Approval? Division none City Mgr No Manager Approval? Other Acquenatta Harris Finance Dir. No Reviewers Chris Chittum Approval? Assistant CM none Reason For Year end clean up funding Transfer between Units in the Civic Facilities accounts.Also utilizing debt service principal budgets to the extent operating revenues exceed expenditures for the year. Increase the following accounts: Account Name Account Number Amount 1 LICENSE FEES CG2-0000-05-550-2104-2078 $15,750.00 2 CONVENIENCE FEE PROMOTER CG2-0000-05-550-2104-2233 $32,216.00 SPLIT 3 CLEANING CG2-0000-05-550-2104-2389 $63,787.00 4 PRODUCTION EXPENSE EV2-0000-05-550-2104-2242 $660,050.00 5 TEMPORARY EMPLOYEE WAGES CG2-0000-05-550-2105-1004 $485,197.00 TOTAL $1,257,000.00 Decrease the following accounts: Account Name Account Number Amount 1 REGULAR EMPLOYEE SALARIES CG1-0000-05-550-2105-1002 $871,000.00 2 CITY RETIREMENT CG1-0000-05-550-2105-1105 $158,000.00 3 MEDICAL INSURANCE CG1-0000-05-550-2105-1125 $107,000.00 4 BUILDING MAINTENANCE CG3-0000-05-550-2105-7050 121,000 TOTAL $1,257,000.00 Mlhat I do at this step? View workflow detain F)3 workflow oetajbi Funds Transfer(CMT22-00168)Management 8 Budget-InterDepartment Transfer Page down to view complete workflow history. Requested by Trinity Kaseke on 09/19/2022 08:31:08 AM Department Management&Budget Type: InterDepartment Fiscal Year: 2022 Director Amelia Merchant Assistant CM Yes Approval? Division none City Mgr No Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Brent Robertson Reason For GENERAL FUND LEASE JVA Transfer TRANSFER Increase the following accounts: Account Name Account Number Amount 1 DEBT SERVICE FUND TF4-0800-01-250-9310-9512 $250,169.00 TOTAL $250,169.00 Decrease the following accounts: Account Name Account Number Amount 1 TRACTOR COMPACTOR LEASE RC6-0420-01440-4210-2269 $86,250.00 2 RENT/LEASE OF BUILDINGS FS2-0320-01-520-3213-0220 $99,199.00 3 OTHER RENTAL RE6-0130-01-260-1310-3075 $54,720.00 4 PROGRAM ACTIVITIES-ATHLETICS AH2-0610-01-620-7126-2098 10,000 TOTAL $250,169.00 YMVY workfkow_sf lls 1992 t,022 Teaewvork So!&rrii. ;nu hili t,lht Rest' Trinity Kaseke From: Paul Workman Sent: Wednesday, November 30,2022 1:58 PM To: Trinity Kaseke Subject: FW: Final FY22 YE CMT approval requests Paul R.Workman,CPA I Budget Manager I Department of Finance I City of Roanoke,215 Church Ave.,S.W. Room 357, Roanoke,VA 240111 Ph. 540-853-6803 f paul.workman@roanokeva.gov From:Bob Cowell<bob.cowell@roanokeva.gov> Sent:Wednesday,November 30,2022 12:48 PM To:Paul Workman<paul.workman@roanokeva.gov>;William B.Robertson<brent.robertson@roanokeva.gov>;Steve W.Martin<steven.martin@roanokeva.gov> Cc:Amelia Merchant<amelia.merchant@roanokeva.gov> Subject:RE:Final FY22 YE CMT approval requests Yes,please proceed as indicated. Thanksl Bob From:Paul Workman<paul.workman@roanokeva. ov> Sent:Monday,November 28,2022 7:38 AM To:Bob Cowell<bob.cowell@roanokeva.gov>;William B.Robertson<brent.robertson@roanokeva.aov>;Steve W. Martin<steven.martin@roanokeva.eov> Cc:Amelia Merchant<amelia.merchant@roanokeva.eov> Subject:Final FY22 YE CMT approval requests Bob,Brent,and Steve, I am continuing to clean up the budgets for FY22 and a few late journal entries and budget adjustments slipped by earlier attempts at finishing this up.Please reply to this e-mail indicating your approval and I will attach it to the CMT and bypass approvals in order to get them processed quicker. I've attached an image of the final CMTs I'm proposing below. • The first is a transfer between personnel accounts and only need the Bob and Brent's approval.There was a late line of Duty Act JVA that caused the need for this final CMT. • The second CMT is an Intra-Departmental Transfer that moves funds between Human Services accounts.This is needed due to a late accrual of CSA expenses.This only requires Steve Martin's approval to process. • The third CMT does a couple things.It provides the residual amount to CSA that could not be covered through the Intra-Departmental CMT and pulls all available funds from a Transfer To Debt Service account and puts any residual into the City Manager Contingency account.This CMT needs approvals from Bob and Brent. I >tomiaa OATS VA"4el;IfE `faad• C" •�tMil • um Rome ' AOT• 001. 0*0 04sc1 Ma a� • •- • 01 u0 3310 JAIL 441 2824 UNE OF DUTY ACT 0341 '54.444.00 01 250 0110 REM PAL FR04GE BENEFITS RF1 2824 LINE OF DUTY ACT 000 (22255200) lOt 250 9310 TRANSFERS TO OTHER FUNDS TF4 9512 TRANSFER TO DEBT SERVICE FUND 0800 (25014000} 1O13DO 4410 CONTINOENCRCEI4ERAL FUND CT2 2199 COMINGE11CY 0800 0691400 401 52D 3213 FIRE-OPVUTKI49 FBI X24 UNE OF DUTY ACT 0320 I 110 76700 01630 1270 HUW4 SERVICES SUPPORT HIQ 2010 FEES FOR PROFESSIONAL SERVICES 1270 ' (5.100 OD) 01 630 3330 OUTREACHOETENTION 002 2046 LOCALWEAGE 0341 (4.06300) i0/ 634 3350 YOUTH HAVEN 1 JP2 2010 FEES FOR PROFESSIONAL SERVICES 0342 (51,009.00} Ot 630 3360 YJCCCAENSIANCEDCOWUNYTy3FC2 1004 TEIJPORARTEMPLOYEE WAGES 0511 (18,560.00) 01 630 3360 YJCCCAENFW=DCOMMUNITY SEC2 2035 OMDABLEEQUtPwjT145000) 0531 (1.500.008 01 630 5110 HEALTH OEPARTUENT NDB 3700 SUSS10t6S 0510 (19.908.00) 01 830 5410 CWLDWIS SERVICES ACT CRI 4606 TFC HW44YTE CNN OREN 69 28$ Ml 100.33800 153,22300 01 640 3113 POUCE-PATROL PP1 2824 LINE OF DUTY ACT 0311 52,12L00 I'm happy to answer any questions you may have. Thanks Paul Paul R.Workman, CPA f Budget Manager I Department of Finance I City of Roanoke, 215 Church Ave.,S.W.Room 357, Roanoke,VA 240111 Ph.540-853-6803 1 paul.workman0proanokeva oov 2 Pro P�- - ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: FY2023 City Manager Transfer Report for the 2nd quarter ended December 31, 2022. Background: Under City Code Section 2-121, the Director of Finance shall report quarterly to City Council any City Manager Transfers in excess of one hundred thousand dollars ($100,000) between funds, as well as between project and program accounts in the capital project fund and grant fund. Recommended Action: Receive and file. '11-0 Bob Cowell, City Manager Distribution: Clarence G. Grier, Deputy City Manager W. Brent Robertson, Assistant City Manager/Director of Finance City of Roanoke,Virginia Report of City Manager Transfers Three Months Ended December 31,2022 (Unaudited) Transfer Number Date ExcUnatlon From TO Amount Berglund Center Restroom Renovation& CMT22-00178 10/4/2022 Reallocation of Bond Funds Failities improvements 4th Floor Annex Banquet Hall 155,602 Captial account to be created for Event Streets and Barricades for Huntington Blvd Impr& Events Street Barricades& CMT22-00179 10/512022 Drumstick Dash Streetscape Impr Huntington Blvd Impr 600,000 PWSC Impr-Pole Barn#1, Glade Creek Stream To disburse FY23 bond fund Restoration,and West Fork CMT22-00181 10/13/2022 among individual Capital Projects Stormwater Improvements Carvft 915,000 IE221017000011 10/1612022 Provide funding for snow removal. Contingency Transportation 100,000 To disburse FY23 Bonds to Patterson Drainage CMT22-00184 10/21/2022 Patterson Drainage Improvement Stormwater Improvements Improvement 800,000 Transfer 2023 bonds funds for ADA ramps from Streetscape STREETSCAPE IE221104000025 11/8/2022 Improvements project account. IMPROVEMENT FY21 SIDEWALK MAINTENANCE 1,000,000 To correct advance appropriated from 2023 bonds fund for unit 9580 River's Edge North River's Edge North IE221116000030 11116/2022 Improvements. Roanoke River Greenway Improvements 1,500,000 Curb,Gutter,Sidewalk 10th St Over Shenandoah PA221123000041 112912022 Reallocation of Bond Funds FY21 Ave 325,000 IA221130000058 1215/2022 Reallocate Funds within Risk Risk Management Risk Management 164,648 Move unspent bond to Patterson Avenue Pedestrian and Drainage Patterson Ave pedestrian IA221201000060 121512022 Improvements project Misc capital projects and Drainage Impr Project 2,569,993 To fund new unit for Flood Fees for professional CMT22-00188 11/302022 Resilience plan service&vehicular Equip Flood Resilience plan 158,000 Ore Branch at Franklin, To disburse FY23 Bond Funds Patterson Drainage Impr& from Stormwater Improvements Sunrise/Oakland Drainage CMT22-00189 12/72022 to Individual Projects Stormwater Improvements Impr 540,000 Transfer bond fund from Melrose Ave Streetscape to PWSC IE221222000044 121222022 improvment Melrose Ave Streetscape PWSC improvment $ 137,091 Transfer of Bond funds to buy MAIN ST OVER NSRW Fire Station 2-Williamson IA221222000075 121292022 property,Replenish in FY 24 BRIDGE RENO(#1822) Road $1,000,000 Intra-fund transfer to cover IA221222000076 1/3/2022 standing purchase orders Supplies Fleet Parts Contingency $ 100,000 Notes: Under City Code section 2-121,the City Manager has authority to make transfers of any amount within or between funds during the fiscal year and after June 30th to ensure proper expenditure reporting and budgetary controls for the prior fiscal year.The scope of this report is limited to transfers in excess of$100,000 between funds and between project/program accounts in the Capital Project Fund and Grant Fund. CMTs marked with an asterisk denotes that multiple lines of monies transferred amounted to be above the$100,000.AN CMTs not marked with an asterisk have at least a single line item that amounted to over 3100,000. What do I do at this step? view workLiowdetails Funds Transfer(CMT22-00178)Civic Center-IntraDepartm rit Transfer Page down to view complete workflow history. Requested by Acquenatta Harris on 1010412022 PM Department Civic Center Type: IntraDepartment Fiscal Year: 2023 Director Robyn Schon Assistant CM Yes Approval? Division none City Mgr No Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Clarence Grier Reason For Reallocation of Bond Funds Transfer Increase the following accounts: Account Name Account Number Amount 1 4TH FLOOR ANNEX BANQUET HALL ABH-0000-05-550-8087-9601 $155,602.00 TOTAL $155,602.00 Decrease the following accounts: Account Name Account Number Amount 1 BERGLUND CENTER RESTROOM BRR-0000-05-550-8648-9601 $110,932.00 RENOVATIONS 2 BERGLUND CENTER FACILITIES BFI-0000.05.550-8652-9601 $44,670.00 IMPROVEMENTS TOTAL $155,602.00 What do i do at this stepl view worknow details What do I do at this sten? View workflow details Funds Transfer(CMT22-00179)Engineering-IntraDepartment Transfer Page down to view complete workfiow history. t'ii t-Ake0 Y D.,vi_# 1! ltfss:i. C2rc 4 j 4'4,`,531 P•s. Department Engineering Type: IntraDepartment Fiscal Year: 2023 Director Ian Shaw Assistant CM Yes Approval? Division Luke Pugh City Mgr No Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Clarence Grier Reason For Capital account to be created for Transfer Event Streets and Barricades for Drumstick Dash Increase the following accounts: Account Name Account Number Amount 1 EVENT STREET BARRICADES ESB-0024-08-530-9145-9033 $300,000.00 2 HUNTINGTON BOULEVARD HUN-0000-08-530-9255-9600 $87,688.00 IMPROVEMENTS 3 HUNTINGTON BOULEVARD HUN-0000-08-530-9255-9603 $212,312.00 IMPROVEMENTS TOTAL $600,000.00 Decrease the following accounts: Account Name Account Number Amount 1 HUNTINGTON BOULEVARD HUN-0000-08-530-9255-9033 $300,000.00 IMPROVEMENTS 2 STREETSCAPE IMPROVEMENT FY21 SSS-0024-08-530-9278-9600 $87,688.00 3 STREETSCAPE IMPROVEMENT FY21 SSS-0024-08-530-9278-9603 $212,312.00 TOTAL $600,000.00 What do I do at this step? View workflow details What do I do at MS step? View workflow details Funds Transfer(CMT22-00181)Stormwater Utility-IntraDepartment Transfer Department Stormwater Utility Type: IntraDepartment Fiscal Year: 2023 Director Ian Shaw Assistant CM Yes Approval? Division Michael Venable City Mgr No Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Clarence Grier Reason For To disburse FY2023 bond funds Transfer among individual capital projects. Increase the following accounts: Account Name Account Number Amount 1 PWSC IMPROVEMENTS-POLE BARN DPP-0000-03-5303076-9603 $280,000.00 2 GLADE CREEK STREAM GCM-0000-03-530-3061-9603 $500,000.00 RESTORATION 3 WEST FORK CARVINS WFC-0000-03-530-3094-9603 $135,000.00 TOTAL $915,000.00 Decrease the following accounts: Account Name Account Number Amount 1 STORMWATER IMPROVEMENTS SWI-0000-03-530-3014-9603 $915,000.00 TOTAL $915,000.00 What do I do at this step? View workflow details From: flarence Grier TO: Yen Ha C0 pal it Workman sub)ed- Re:a CMT for TraruportaUon-snow Removal pats: Monday,ottober 17,2022 3:24:35 PM Yes, I approve. Clarence Grier, CPA, ICMA-CM From:Yen Ha<yen.ha @ roanokeva.gov> Sent:Monday,October 17,2022 1:58 PM To:Clarence Grier<clarence.grier@roanokeva.gov> Cc:Paul Workman<paul.workman@roanokeva.gov> Subject:a CMT for Transportation-Snow Removal Hi Clarence, Per Dwayne D'Ardenne,Transportation needs to make a salt order for this upcoming winter preparation. The cost estimation for the order is$100,000. We would like to recommend the funding to be come out of the City Manager's Contingency account(01-300-9410-2199)via a CMT. Please review and let us know if you approve this request. Thanks, Yen Yen Ha Senior Budget/Business Analyst City of Roanoke Phone:540-853-5209 Email' ven haaroanakeva,= GESS�� X000.1 ia What do 1 do at this sten? View workflow details Funds Transfer(CMT22-00184)Stormwate►Utility-IntraDepartment Transfer Page down to view complete workflow history. Requested by Both Watts on 10121/2022 01'40.27 Plat Department Stormwater Utility Type: IntraDepartment Fiscal Year. 2023 Director Ian Shaw Assistant CM Yes Approval? Division Michael Venable City Mgr No Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Clarence Grier Reason For To disburse FY2023 Bond Transfer Funds to Patterson(19th and Chapman)Drainage Improvements. Increase the following accounts: Account Name Account Number Aunt 1 PATTERSON(19TH AND CHAPMAN) PTS-0000-03-530-3038-9603 $800,000.00 ERAINAGE IMPROVEMENTS TOTAL $800,000.00 Decrease the following accounts: Account Name Account Number Amount 1 STORMWATER IMPROVEMENTS SWI-0000-03-530-3014-9603 $800,000.00 TOTAL $800,000.00 What do I do atthiE sten? View workfigw details -t Yen Ha Subject FW:ADA Ramp Bond funding re FY23 Paving Contract From:Dwayne D'Ardenne<Dwayne.D'Ardenne@roanokeva.gov> Sent:Thursday,November 3,2022 5:38 PM To:Paul Workman<paul.workman@roanokeva.gov>;Yen Ha<yen.ha@roanokeva.gov> Cc:Luke Pugh<luke.pugh@roanokeva.gov>;Chris Price<Chris.Price@roanokeva.gov>;Kristin Hall<Kristin.hall@roanokeva.gov> Subject:RE:ADA Ramp Bond Funding re FY23 Paving Contract Paul—Really appreciate the information Yen—Would you please transfer the$1M referenced below to our NCAP 530-9799 Multi-year account. Also,would you please update the Unit Manager to be me instead of Mark Jamison. Thank you -Dwayne Fund 08-CAPITAL PROJECTS FUND Reporting Code 1 NCAP-Non-Capitalizabie! Department 530-DIRECTOR OF PUBLIC WORKS Unit 9799-SIDEWALK MAINTENANCE Unit Manager M Jamison Activity 0024-STREETS AND BRIDGES Appropriation SBM-Sidewalk Maintenance From:Paul Workman<Paul workman@roanokeva.gov> Sent:Thursday,November 3,2022 5:29 PM To:Dwayne D'Ardenne<Dwayne.D'Ardenne@roanokeva.gov> 1 Cc:Luke Pugh<luke.push@roanokeva.Rov>;Yen Ha<yen.ha roanokeva.eo_v> Subject:ADA Ramp Bond Funding Dwayne, The$1 million for your ADA ramps related to street paving is currently sitting in the streetscape account below.You may want to work with Yen to transfer these funds to an account with a better description and separate it from the Streetscape account. Thanks Paul Report ID: ACS64 City of Ronrroke Paps 349 of 732 Run Date: 11/03/2022 Detail LiatNng of COmmtanents vs.Budget Sorted By pop orurrsnt-MY Run Tints_ 12:31 AM For Budget Fiscal Year 9090 Fiecsl Period 5 and Fistai Year 2023 Fund 0s CAPITAL PROJECTS FUND Reporting Cods 1 NCAP-Nor+CaphaltzaWe DeparVnent 530-DIRECTOR OF PUBLIC WORKS Unit 9276-STREETSCAPE IMPROVEMENT FY21 UMt Menager L Pugh Unit End Data: Aetivky 0024-STREETS AND BRIDGES Approprgtlon SSS Sueetacape Improvernant FY21 Current outstanding Outstanding YTD ITD current UncommMtsd Percent 1044 Object Description Prrtod Wa' Encumbrances Expenditures Expenditures Budgeted Amt Ba�w Comrnitbd ExpsndNures Encranbrar►tes 8015 OTHER EQUIPMENT 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00% 8050 LAND PURCHASES 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00% 9055 A b E FEES 000 0.00 0.00 0.00 000 0.00 0.00 000% 8066 VDOT ADMIN FEES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 9060 CONSTRUCTION- 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00% STRUCTURES 9M CONSTRUCTION O.00 000 0.00 10,445.00 302,312.06 0.00 (302.312.06) 0.00% OTHER FURNITURE. 9272 FWURES R 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00% EQUIPMENT am APPROPRIATED FROM 000 0.00 0.00 0.00 0.00 312.312.00 312,312.00 2021 BONDS FUNDS 9803 APPROPRIATED FROM 0.00 0.00 0.00 0.00 0.00 1.267.0366.00 1.267,M&00 000% 2023 BONDS FUNDS Top!torApproprlsllom SSS- 0.00 0.00 6.00 10,446.00 302,31206 1,000.000.00 1,207,987.92 16.89% Sbaetsespe improvement FY21 2 Yen He From: Michael Clark Sent; Wednesday,November 16,2022 2:39 PM To: Yen Ha Cc: Katherine Slusher Subject: CMT Request Good afternoon,Yen.I'm requesting a CMT to move funding out of 08-620-9254-9603(Roanoke River Greenway)and into 08-620- 9580-9603(River's Edge North Improvements),The FY23 bond funding in the amount of$1,500,000 is supposed to be for River's Edge to complete the project and was mistakenly placed in the wrong account.If you have any questions or need additional information,please let me know. .� , .. . - iw wait RCIANCIKE Hsi a+�V�11 0o S f j 1 Report ID: AC532 City of Roanoke Page 185 of 456 Run Date: 1112512022 Datall Lusting of Commitments vs-Budget Sorted By Department-FY Run Time: 120 AM For Budget Fiscal Year 2023 Flscel Period 3 and Fleeal Year 2023 Fund 01-GENERAL FUND Department 440-DIRECTOR OF GENERAL SERVICES AND SUSTAINABILITY Unit 1262-RISK MANAGEMENT-ADMINSTRATION Unit Manager N Gibson Activity 0125-OTHER GENERAL A FINANCIAL ADMIN Current Outstanding 0,- ding YTDl Total Current Uncommitted Percent Obj Object Desa#Won Pored Pre- Encumbrances Expa Commitments Budgeted And Budget Balance Commuted Expenditures Encumbrances 2172 SELF INSURE AUTO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% LIABILITY CLAIMS 2173 MISCELLANEOUS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% CLAIMS 2453 LabW Insurame 0.00 0.00 0.00 30.000.00 30.000.00 30.000.00 0.00 100.00% Service w ...n _��.._.._..- _. - ,35 92.23% 30 - v O INSURANCE 0.00 0.00 0.00 0.00 000 686.643.00 588.643.00 0. 3250 Cyber 00 0.00 3251 �cl�Uabft 0.00 0.00 0.00 23.929.00 23.929.00 23.929.00 0.00 100.00% Excess Workers' 00 (153.001.00) 0.00% 3252 Compensation 8.970.00 0.00 0.00 Insurance . . 3253 Flood Insurance 11347.00 0.00 0.00 11347.00 11.347.00 0.00 (11,347.00) 0.00% 3256 Insurance 0.00 0.00 0.00 43.282.00 policy - 3268 Property Insurance 0.00 0.00 0.00 159.321.00 159.321.00 158 595.00 (726.00) 100.48% 3259 Excess Public Entity _. 0.00 0.00 0.00 302.3W.00 302.380.00 302.38000 0.00 100.00% Lb Mky Insurance Insurance Market 3zse 0. 0.wao o. o.00 8,590.00 6.590.00 8,690.00 0.00 100.00% ��inn Report ID: AC532 City of Roanoke Page 168 of 458 Run Dab• 1112512x22 MW LNs>ng of Co milmenls vs.Budget Sorted By Deparbnent-FY For Budget Flecal Y*ar 2023 Run Time: 12:30 AM Fiscal period 5 and Rwal Year 2023 Fund 01-GENERAL FUND Depertmam 440-DIRECTOR OF GENERAL SERVICES AND SUSTAINABILITY Unit 1252-RISK MANAGEMENT-ADMINSTRATION Unit Manager N Gibson Activlly 0126-OTHER GENERAL 3 FINANCIAL ADMIN Total for Apprapdation RUB 0.00 0.00 792,782.65 792,792.85 1,218.899.00 124.106.35 $5.15% RM AdndnrOwer Controllable 20,317.00 Cosh Total for AdIvity 0126- 0.00 87409 974,988.09 1,581.238.25 608.234.16 81.68'X. OTHER GENERAL S 13.094.87 0.00 ,986. FWANCIAL ADMIN Total for iMR 1262-WSK974,896.09 1,591.230.25 808.234.16 61.86% MANAGEMENT- 13.094.97 0.00 0.00 974.808.09 ADIANSTRATION Report ID: AC532 City of Roanoke Page 164 of 458 Rua Date: 11/25/2022 Detail Listing of Commitments vs.Budget Sorted By Department-FY For Budget Fiscal Year 2023 Run Time: 12:30 AM Fiscal Period S and Fiscal Year 2023 Fund 01-GENERAL FUND Department 440-DIRECTOR OF GENERAL SERVICES AND SUSTAINABILITY Unit 1262-RISK MANAGEMENT-ADMINSTRATION Unit Manager N Gibson Activity 0126-OTHER GENERAL&FINANCIAL ADMIN Current Outstanding Outstanding YTD Total Current Uncommitted Percent ObJ Object Description Period Pre- Encumbrances Expenditures, Commitments Budgeted Amt Budget Balance Committed Expenditures Encumbrances 2451 Insurance Broker 0.00 0.00 0.00 36,000-00 36.000.00 36,000.00 0.00 100.00% Services 2452 Workers Comp Sevices 0,00 0.00 0.00 36,480.00 36,480.00 36,480.00 0.00 100.00%1 2455 Internal Safety Training 0.00 0.00 0.00 300.00 300.00 0.00 (300.00) 0,00% TIvu Risk Management Total for Appropriation RM2- (7,222.13) 0.00 4.00 80,251.47 80,251.47 118,396.25 38,144.78 67.78% RM Admin-Controllable Costs Report 10: AC532 City of Roanoke Page 163 of 458 Run Date- 11/25/2022 Detail Listing of Commitments vs.Budget Sorted By Department-FY Run Time: 12:30 AM For Budget Fiscal Year 2023 Fiscal Period S and Fiscal Year 2023 Fund 01-GENERAL FUND Department 440-DIRECTOR OF GENERAL SERVICES AND SUSTAINABILITY Unit 1262-RISK MANAGEMENT-ADMINSTRATION Unit Manager N Gibson Activity 0126-OTHER GENERAL&FINANCIAL ADMIN Current Outstanding Outstanding YTD Total Current Uncommitted Percent Obj Object Description Period Pre- Encumbrances Expenditures Commitments Budgeted Amt Budget Balance Committed Expenditures Encumbrances FEES FOR 2010 PROFESSIONAL 0.00 0.00 0.00 0.00 0.00 15.901.25 15,901.25 0.00% SERVICES 2021 TELEPHONE- 0.00 0.00 0.00 0.00 0.00 480.00 480.00 0.00% CELLULAR 2030 ADMINISTRATIVE 1,494.00 0.00 0.00 1,602.92 1,602.92 4,000.00 2,397.08 40.07% SUPPLIES 2042 DUES AND 0.00 0.00 0.00 65.00 65.00 465.00 400.00 13.98% MEMBERSHIPS 2043 EMPLOYEE 0,00 0.00 0.00 0.00 0.00 2,000.00 2,000.00 0.00% PROGRAMS 2044 TRAINING AND 131.25 0.00 0.00 3,608.56 3,608.56 22,379.00 18,770.44 16.12% DEVELOPMENT 2064 WEARING APPAREL 0.00 0.00 0.00 1,115.03 1,115.03 0.00 (1,115.03) 0.00% 2066 PROGRAM ACTIVITIES 0.00 0.00 0.00 300.00 300.00 0.00 (300.00) 0.00% 2082 RECORDS 0.00 0.00 0.00 101.10 101.10 50.00 (51.10) 202.20% MANAGEMENT 2118 P-CARD EXPENSE (3.00) 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 2160 POSTAGE 0.00 0.00 0.00 0.00 0.00 25.00 25.00 0.00% 2375 INTERNAL PRINTING 125.62 0.00 0.00 678.86 678.86 216.00 (462.86) 314.29% AND MAINTENANCE 2450 Actuarial Service (8,970.00) 0.00 0.00 0.00 0.00 400.00 400.00 0.00% What do 1 do at this step? View workflow detai Funds Transfer(CMT22-00188)Stormwater Utility-IntraDepartment Transfer Page down to view complete workflow history. Requested by Beth Watts on 11/30/2022 02:09:51 PM Department Stormwater Utility Type: IntraDepartment Fiscal Year: 2023 Director Ian Shaw Assistant CM Yes Approval? Division Michael Venable City Mgr No Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Clarence Grier Reason For To fund new unit for Flood Transfer Resilience Plan Increase the following accounts: Account Name Account Number Amount 1 FLOOD RESILIENCE PLAN Mqq RPF-0000-03-530-3106-9003 $158,000.00 TOTAL $158,000.00 Decrease the following accounts: Account Name Account Number Amount 1 FEES FOR PROFESSIONAL goa-3 SW2-0000-03-530-3010-2010 $98,000.00 SERVICES 2 VEHICULAR EQUIPMENT 2O�3 SW2-0000-03-530-3010-9010 $60,000.00 TOTAL $158,000.00 What do I do at this step? View workflow details ®1992- 2022 Teamwork Solutions, fnc Alf Rights Reserved Worldwide aa� �►. What do I do at this sten? View workflow details Funds Transfer(CMT22-00189)Stormwater utility-IntraDepartment Transfer Page down to view complete workflow history. Requested by Beth Watts on 12/07/2022 10:00:04 AM Department Stormwater Utility Type: IntraDepartment Fiscal Year: 2023 Director Ian Shaw Assistant CM Yes Approval? Division Michael Venable City Mgr No Manager Approval? Other Finance Dir. No Reviewers Approval? Assistant CM Clarence Grier Reason For To disburse 2023 Bond Funds Transfer from Stormwater Improvements Unit to Individual Project Units Increase the following accounts: Account Name Account Number Amount 1 ORE BRANCH AT FRANKLIN ROAD OBF-0000-03-530-3104-9603 $100,000.00 STREAM RESTORATION 2 PATTERSON(19TH&CHAPMAN) PTS-0000-03-530-3038-9603 $375,000.00 DRAINAGE IMPROVEMENTS 3 SUNRISE&OAKLAND DRAINAGE SUS-0000-03-530-3042-9603 $65,000.00 IMPROVEMENTS TOTAL $540,000.00 Decrease the following accounts: Account Name Account Number Amount 1 STORMWATER IMPROVEMENTS SWI-0000-03-530-3014-9603 $540,000.00 TOTAL $540,000.00 What do I do at this step? View workflow details ©1992- 2022 Teamwork Sokit+ons,inc All Rights Reserved Worldwide Corey H.Alehouse From: Michelle Surgeon Serf Thursday, December 22,2022 227 PM To. Audrey Rickmond Cc: Wayne C.Farley;Corey H.Alshouse;Paul Workman Subject: RE:Transfer Funds Hello,Audrey. I am responding to this email and copying Corey Alshouse and Paul Workman in Management& Budget. Since Fleet is wanting to move budget money around,this request must go through the budget analyst to determine how to best go about this for your department. Please let me know if I may be of further assistance in this process. Have a wonderful holidayl ?1illcicdle S Senior Accountant Roanoke City Department of Finance 215 Church Avenue Roanoke,VA 24011 Phone: 540 853-5205 Email: michelie.surgeon@roanokeva.gov From:Audrey Rickmond<Audrey.Rickmond@roanokeva.gov> Sent:Thursday,December 22,2022 12:45 AM To:Michelle Surgeon<michelle.surgeon@roanokeva.gov> Cc:Wayne C.Farley<Wayne.Farley@roanokeva.gov> Subject:RE:Transfer Funds Sorry, This was meant to be"nsfer from 01-444-2641-3016 to 01-440-2649-2378 From:Audrey Rickmond Sent:Thursday,December 22,202211:35 AM To:Michelle Surgeon<michelle.sumeon roanokeva.Qov> Cc:Wayne C.Farley<Wayne.Farlevt&roanokeva.eov> Subject:Transfer Funds Michelle, Please transfer funds of$100,000.00 from account#01-440-2641.3016. If you have any questions,please feel to contact me. if you would,tet me know when this transaction gets completed. Tks, Happy Holidaysl t Rep a I& ACS2 CRY of*OWN** Pago 172 of 861 Itun Osto: 12►2211022 DMN L*tUg o1 Corlulristia- 1 vs.Budget Sorted By DspsanoM-FY For Budget Fiscal Year 20218 Run Tines: 12:31 AM Fiscal Pariod 8 and FISu1 Year 2023 Fund 01-GENERAL FUND p grit 440.DIRECTOR OF GENERAL SERVICES AND SUSTAINABILITY urm 2841•FLEET MANAGEMENT Lb*M 101 W Fa ft AdMV 0125-FLEET ADMINISTRATION Currant OulefandMg Ogg np Tota! Curtwrt UnooeruNtbd Percent ON object Dosetiptlon po iM' EArsenme+noos Expendm111os CorntNMORRIS Budgand Ate! Budgd BalUM Coffa dtled Egmndhwm Errcua4raneea FLEET PARTS 77285 10.000.00 269.79 89.730.21 60.000.00 80.000.00 0.00 10000% CONTINGENCY 3008 PROJECT SUPPLIES- 22.18324 0.0D 21.01&31 28.981.69 50.000.00 110.922.00 80,922.00 45,06% ACCIDENTS 3009 SUBLET VENOOR 14,106.11 0.00 21.716.36 326.773.30 348189.68 485.678.29 13T.488.61 71.71 76 3013 MOTOR FUELILUBE 108.181.01 0.00 111.131.64 704.54266 815.674.30 1.314,800.87 498.626.57 62.05% PURCHASES 3018 SUPPLIES(W 0.00 0.00 0.00 268.545 80 266.!!45.80 1082.409.94 745.881.14 2647% 3023 PARTS CONTRACT 0.00 000 0.00 130.881,86 130.89166 378.823.00 2{7.73134 34.57% 9G Total for AX oprIedon FW- 146.223,01 14.000.00 1$4.136.12 1.647,486.92 1,711.801.44 3,462,634.10 1,741.932.88 49.0% Fleet NOM143111sr OP Exp ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Monthly Financial Report - December 2022. Background: The Finance Department of the City of Roanoke is pleased to present the December 31, 2022 Monthly Financial Report (MFR). This MFR is intended to provide informative and relevant financial data to both City Council and the City's Leadership Team. The Report includes highlights of the City's financial condition as of November 30, 2022. The financial information, which is unaudited, includes comparative General Fund revenue and expenditures to date for the period ending December 31, 2022 as a comparison to the full amended FY23 Budget. The month of December, at this time, has not closed. Recommended Action: Receive and File. Bob Cowell, City Manager Distribution: Council Appointed Officials City of KON&oanoke m Financial It Ai n + x „ a Letterof Transmittal............................................................................................................ 3-4 FY23Budget...................................................................................................................... 5-6 General Fund Revenues...................................................................................................... 7-8 GeneralFund Expenditures.................................................................................................. 9-10 rhe' a H ; m cti b' w. t X a ,t .�"* W P � 4`,.+,A` 5" a X, b a w✓ `�s,,A. ,� � t,x�r, ?� 114; �r b � , s E • . ; January 12, 2023 The Finance Department of the City of Roanoke is pleased to present the December 31, 2022 Monthly Fi- nancial Report (MFR). This MFR is intended to provide informative and relevant financial data to both City Council and the City's Leadership Team. The report includes highlights of the City's financial condition as of November 30, 2022. This financial information, which is unaudited, includes comparative General Fund rev- enue and expenditures to date for the period ending December 31, 2022 as comparison to the full amend- ed FY23 Budget. The month of December, at this time, has not closed. Exhibit 1 provides an overview of budgeted General Fund revenues and expenditures included in the adopted FY23 budget. The FY23 adopted budget was balanced with revenues and expenditures totaling $324,789,000.. Exhibit 2 indicates that as of December 31 , 2022, General Fund revenues totaled $123,589,674 or 37.9% of budgeted revenue. Exhibit 3 indicates that as of December 31, 2022, General Fund expenditures totaled $157,745,354 or 46.3% of budgeted annual expenditures. 3 _..................... We would like to thank all City agencies, departments, and staff for their assistance and cooperation in providing timely and accurate information in support of the preparation of this report. Respectfully submitted, Amelia C. Merchant Deputy Director of Finance City of Roanoke 4 e y wm. y Exhibit 1—FY23 Adopted Budget(General Fund) The City of Roanoke's City Council adopted the City Manager's recommended Fiscal Year 2023 budget on May 9, 2022. The adopted budget for FY 2022-2023 was balanced with revenue estimates matching budgeted expenditures of$324,789,000. The total adopted budget increase is$17,159,000, or S.6%from FY 2021-2022. Revenue Expenditures Local Taxes $ 227,499,6000 Education $ 94,535,841 General Property Taxes 142,449,400 Community Safety 75,762,128 Other Local Taxes -—__ 85,050,200 Human Services 40,807,686 Intergovernmental 76,579,700 Non-Departmental 31,496,354 Charges for Current Services 17,629,200 Infrastructure 29,930,231 Permits, Fees&Licenses 1,087,700 Livability 18,786,911 Fines&Forfeitures 752,000 Good Government 20,222,071 Miscellaneous Revenue 1,009,000 Outside Agencies 10,811,165 Revenue-Use of Money/Property 232,500 Economy 2,426,613 Total FY22 Revenue $ 324,789,000 Total FY22 Expenditures I $ 324,789,000 5 Exhibit i—FY23 Adopted Budget(General Fund) Revenue-Use of v► Money/Property Economy 300 Miscellaneous Outside Agencies 300 Hines&Forfeitures _._Good Government Permits,Fees&Licenses Charges for Services -- Uvability 250 Intergovernmental 250 Non-Departmental 200 200 Human Services Other Local Taxes 150 150 CommunitySafety 100 100 General Property Taxes 50 50 Fducation Revenue Expenditures 6 *The month of December has not yet closed. A Exhibit 2-General Fund Revenues -7 FY23 FY22 r YTD °lo TO BUDGET REVENUE BUDGET REVENUE BUDGET REVENUE General Property Taxes 142,449,400 56,324,780 39.5% 51,672,096 39.4% 0.1% Real Estate Tax 104,182,000 53,520,257 51.4% 49,686,076 51.5% -0.1% Real Estate Tax District 976,400 524,453 53.7% 507,741 55.2% -1.5% Personal Property Tax 28,909,000 (562,778) -1.9% (891,007) -3.4% 1.5% Public Service Tax 6,327,000 1,569,054 24.8% 1,377,373 23.9% 0.9% Penalties and Interest 2,055,000 1,273,794 62.0% 991,913 51.5% 10.S% Other Local Taxes 85,050,200 27,959,509 32.9% 27,188,260 34.4% -1.6% Sales Tax I%State 25,000,000 9,581,622 38.3% 8,596,983 37.7% 0.6% Prepared Foods and Bevg Tax 17,372,000 7,990,590 46.0% 7,823,623 51.8% -5.8% Business& Occupational Lic. 15,340,000 130,412 0.9% 290,136 1.9% -1.1% Utility Consumer Tax 9,450,000 3,777,511 40.0% 3,971,286 42.2% -2.3% Communications Tax 4,680,000 1,625,418 34.7% 1,694,327 34.6% 0.2% Motor Vehicle License 2,700,000 698,004 25,9% 449,745 15.5% 10,3% Cigarette Tax 1,795,000 834,220 46.5% 961,806 .50.6% -4.1% Bank Stock Taxes 1,675,000 0 0.0% - 0.0% 0.0% Transient Occupancy Tax 4,220,000 2,208,093 52.3% 2,070,233 70.2% -17.9% Recordation and Probate Taxes 1,592,700 702,964 44.1% 767,247 66.1% -22.0% Admissions Tax 850,000 349,288 16.3% 447,438 64.8% -23.8% Franchise Fees 375,500 _ 61,385 16.3% 115,436 31.2% -14.8% Intergovernmental 77,989,107 29,939,292 38.8% 26,073,433 34.3% 4.1% Charges for Services 17,629,200 7,052,571 40.0% 5,963,306 33.3% 6.7% Permits,Fees and Licenses 1,087,000 575,501 52.9% 498,146 44.5% Fines and Forfeitures 752,000 300,352 39.9% 293,253 28.3% 11.6%^ Miscellaneous 980,000 264,667 27.0% 550,384 56.3% -29.3% Revenue from Use of Money/Prop 232,500 1,150,155 494.7% 178,467 32.5% 462.2% Operating _ 38,000 15,826 41.6% A 20,934 52.3% -10.7% Transfers from Other Funds 6,500 7,022 108.0% 132,78 100.09'0 $.0% Total General Fund Revenue* 326,213,907 123,589,674 37.9% 112,571,058 36.6% 7 80.0% Local Tax Comparison 70.2% 70.0% 60.0% 51.4% 51.8% 51.7% 52.3% 50.6% 50.0/, 46.0% 42.3% 46.5% 38.3% 40.0% 40.0% 34.7% 37.7% 34.6% 30.0% 25.9% 20.0% 15.5% 10.0% - 1.9% 0.9% Real Estate Prepared Foods Consumer Utilities Motor Vehicle Transient Sales Tax Business& Communications Cigarette Tax and Beverages License Occupancy occupational Licenses ■ FY 22 N FY 23 8 *The month of December has not yet closed. "MMAW 1,1912"M Exhibit 3-General Fund Expenditures FY23 FY22 FY23 vFY22 ADOPTED YTD SPENDING DECEMBER YTD SPENDING DECEMBER YTD SPENDING BUDGET SPEND PACE EXPENSES SPEND PACE EXPENSES SPEND PACE Non-Departmental $ 118,982,404 $ 54,807,411 46.1% $7,862,993 $ 54,534,389 49.2% 0 $11,259,924 0.5/ -3. /1 Public Safety $ 71,902,824 $ 35,927,650 50.0% $5,634,178 $ 33,843,323 49.3% $ 5,233,244 6.2% 0.7% Health and Welfare $ 43,453,758 $ 19,404,492 44.7% $4,984,948 $ 18,160,966 42.1% $ 3,242,750 6.8% 2.5% Public Works $ 32,585,922 $ 15,997,314 49.1% $4,261,373 $ 12,098,213 38.7% $ 1,904,731 32.2% 10.4% General Government $ 25,995,652 $ 11,838,969 45.5% $ 1,613,338 $$ 10,023,116 41.1% $ 1,571,241 18. /01 4.5% Parks, Recreation and Cultural $ 10,778,791 $ 5,231,678 48.5% $ 772,495 $ 5,047,368 47.4% 0 0 $ 777,176 3. /0 7 1.2/0 Community Development $ 11,751,670 $ 5,746,620 48.9% $ 893,247 $ 4,688,266 48.5% $ 661,886 22.65%, 0.4% Judicial Administration $ $9,337,979 $ 4,791,221 51.3% $ 692,648 $ 4,651,201 51.9% 0 $ 732,150 3.0/o -0.5% Total General Fund Expenditures $324,789,000 $153,745,354 46.3% $26,715,218 $143,046,841 46.5% $25,383,1007.5% 0.85%. 9 *The month of December has not yet closed. Exhibit 3—General Fund Expenditures at 50.0%of Fiscal Year Spent as of 12/31/2022 Non-Departmental Public Safety Health and Welfare Public Works General Government Parks,Recreation and Cultural Community Development Judicial Administration Tota I Genera I Fun d 0.0% 20.0% 40.0%• 60.0% 80.0% 100.0% 120.0%. 10 { CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Suite 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 CECELIA T.WEBB,CMC CECELIA F.MCCOY,CMC E-mail: clerk@roanokeva.gov Deputy City Clerk City Clerk RUTH VISUETE-PEREZ Assistant Deputy City Clerk January 17, 2023 The Honorable Mayor and Members of the Roanoke City Council Roanoke, Virginia Dear Mayor Lea and Members of Council: This is to advise that Lew Bishop has tendered his resignation as a member of the Blue Ridge Behavioral Healthcare, Board of Directors, effective December 1, 2022. Sincerely, Cecelia F. McCoy, CMC City Clerk Cecelia Webb From: Ruth Visuete Perez Sent: Monday,January 9, 2023 10:54 AM To: Cecelia Webb Subject: FW: [EXTERNAL] RE: Blue Ridge Behavioral Health Board of Directors:Annual Financial Disclosure Due 1/17 Hi Cece, Please see below concerning the resignation of Lew Bishop. Best, Ruth From: Lew Bishop<Bishop.Consult@outlook.com> Sent:Sunday,January 8, 2023 11:46 AM To: Ruth Visuete Perez<ruth.visueteperez@roanokeva.gov> Cc: Dr. Carole Geiger<Geiger.CaroleB@gmail.com>; Mark Chadwick(mchadwick@brbh.org)<mchadwick@brbh.org> Subject: [EXTERNAL] RE: Blue Ridge Behavioral Health Board of Directors: Annual Financial Disclosure Due 1/17 CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or on clicking links from unknown senders. Hello Ms. Perez, I resigned from the board of the Blue Ridge Behavioral Healthcare effective December I"of 2022 and unfortunately failed to advise you. Please remove my name as a Roanoke City representative to the BRBH board. I have recommended Mr. Bill Jones of Roanoke City to replace me and assume that he is being vetted at this time. Regards, Lew Bishop From: Ruth Visuete Perez [mailto:ruth.visueteperez@roanokeva.gov] Sent:Thursday,January 05, 2023 3:17 PM Subject: Blue Ridge Behavioral Health Board of Directors: Annual Financial Disclosure Due 1/17 Dear Directors of the Blue Ridge Behavioral Health Board, Pursuant to Section 2.2-3115, Code of Virginia (1950), as amended, I am required to furnish each of you with a Financial Disclosure Form. The filing must cover the prior calendar year of January 1, 2022 — December 31, 2022. 1 am pleased to announce that the Virginia Conflict of Interest and Ethics Advisory Council have provided the disclosure form in a fillable pdf format. You can use Adobe to type on the form as opposed to handwriting all necessary information. Of course you may still print the blank form and complete it I by hand if you prefer. You will need to provide your handwritten signature on the form for it to be properly completed. Deadline for receipt of completed form is Tuesday, January 17th. State Code provisions further provide that all disclosures filed and maintained as a matter of public record must be retained for a period of five years in the Office of the Clerk of the governing body. Should you have questions regarding the filing of the form, please do not hesitate to call me at (540) 853-2541. Best regards, Ruth Visuete Perez Assistant Deputy City Clerk City Clerk's Office 215 Church Avenue, S. W. Suite 456 Roanoke, Virginia 24011 540-853-2541 ruth.visueteperez(a)_roanokeva.gov z CITY OF ROANOKE OFFICE OF THE CITY CLERK -. 215 Church Avenue,S.W.,Suite 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 CECELIA F.MCCOY,CMC E-mail: clerka?roanokeva.gov CECELIA T.WEBB,CMC City Clerk Deputy City Clerk RUTH VISUETE PEREZ Assistant Deputy City Clerk January 24, 2023 Tina Carr Board Secretary Roanoke, Virginia Dear Ms. Carr: This is to advise you that Robert Pilkington has qualified as a member of the Building and Fire Code Board of Appeals to replace Jeffry Parkhill for a term of office ending June 30, 2025. Sincerely, 2 Cecelia F. McCoy, CMC City Clerk Oath or Affirmation of Office Commonwealth of Virginia, City of Roanoke, to-wit: I, Robert Pilkington, do solemnly swear (or affirm) that I will support the Constitution of the United States of America and the Constitution of the Commonwealth of Virginia, and that I will faithfully and impartially discharge and perform all the duties incumbent upon me as a member of the Building and Fire Code Board of Appeals to replace D. Jeffry Parkhill for a term of office ending June 30, 2025; according to the best of my ability. (So help me God.) v ROBERT PILINdTON The foregoing oath of office was taken, sworn to, and subscribed before me by Robert Pilkington this "`T day of tC Y_r 2022. Brenda S. Hamilton, Clerk of the Circuit Court By�_� 1 f,� Clerk c' CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Suite 456 Roanoke,Virginia 24011-1536 _ Telephone: (540)853-2541 Fax: (540)853-1145 CECELIA F.MCCOY,CNIC E-mail: clerk@roanokeva.gov CECELIA T.WEBB,CMC City Clerk Deputy City Clerk RUTH VISUETE PEREZ Assistant Deputy City Clerk January 24, 2023 Michael Clark Director of Parks and Recreation Roanoke, Virginia Dear Mr. Clark: This is to advise you that Deidre Trigg has qualified as a member of the Youth Athletics Review Board for a term of office ending December 31, 2024. Sincerely, Cecelia F. McCoy, CMC City Clerk Oath or Affirmation of Office Commonwealth of Virginia, City of Roanoke, to-wit: I, Deidre Trigg, do solemnly swear (or affirm) that I will support the Constitution of the United States of America and the Constitution of the Commonwealth of Virginia, and that I will faithfully and impartially discharge and perform all the duties incumbent upon me as a member of the Youth Athletics Review Board for a three-year term of office, commencing January 1, 2022 and ending December 31, 2024, according to the best of my ability. (So help me God.) "DEIDRE The foregoing oath of office was taken, sworn to, and subscribed before me by Deidre Trigg this SO-)da of Y 2025. Brenda S. Hamilton, Clerk of the Circuit Court By , Clerk ROANOKE CITY and ALLEGHANY HEALTH DISTRICTS Your Partner in Community Wellness The Public Health System : Working to Protect the Community ' s Health January 17, 2023 Cynthia B. Morrow, MD, MPH Define Define health and public health r-- Describe the state of Roanoke City's health Describe Describe RCHAD's organization Objectives Identify Identify ways in which we can continue to support Public Health : THE 10 ESSENTIAL AssesSm�'ht PUBLIC HEALTH SERVICES Build and maintain To protect and promote strong organization:1 the health of all people in Infrastructure for all communities public health The 10 Essential Public Improve and innovate s Health Services provide a through evaluation, framework for public health research,and quality improvement CO to protect and promote the health of all people in all effectively to in rn communities.To achieve and ecluta optimal health for all,the 41 v Equity Essential Public Health = skilled workforce Services actively promote R �• policies,systems,and N O services that enable good V�ff health and seek to remove obstacles and systemic andEnable ®"� structural barriers,such as equitableZj poverty,racism,gender N: 3 discrimination,and otherchampion,andS� forms of oppression,that have resulted in health i� and regulatxry policies,plans, inequities.Everyone should actions and laws have a fair and just opportunity to achieve good health and well-being. 66hh, __W I • Organization of Public Health : Local Local: Vary significantly from state to state. VIRGINIA DEPARTMENT OF HEALTH Regions, Districts and Counties LOUDOUN Region Key • 1 Ntxthwest Virginia ARLINGTONALEXANDRIA 2 Northern Virginia ' PRINCE WILLIAM 3 Southwest Virginia 4 Central Virginia 5 Fastern Virginia 44 R I lunc �_"hn ar-nMxr� uurrN THREE 'rr� EASTERN O,y�HY RIVERS x SHORE NCw Wit MATI,IW5 hK10.TMAMPTOH PIEDMpNT .:� :auES�i1.JG �i PEtlKE sl,nav "L qGE 1�Y9RIt ulrn�nrolE 4£�� HAMPTON '.., CRATERsussEa. qLE NORFOLK urwwwr PORTSMOUTH WESTERN VIRGINIA BEACH TIDEWATER CHE5ARE:KE 'VIRGINIA C SIIIVOIK 31A1- 14ENRICO RICHMOND CHESAPEAKE CITY I VDH's Mission: To protect the health and promote the well-being of all people in Virginia ' ROANOKE CITY and ALLEGHANY HEALTH DISTRICTS YourPartrterir� Community Wellness Ailegltiany.Cauani it�' Cavingtan x Craig Cauntyq• ` oand Ca . 5ai Raanakef' DHOF H ALTHNT To protect[he health and promote fire well-being of al!people in Vlrginta. CountyHealth RankingModel I� Length of Life(50%) Health Quality of Life(50%) Tobacco Use Health Behaviors Diet&Exercise ( ) Alcohol&Drug Use Sexual Activity Access to Care Clinical Gare (20%) Quality of Care Health Factors � Education Employment Social& Economic Factors Income (40%) Family&Social Support Community Safety Physical Air&Water Quality Environment (10%) Housing&Transit a,w au+.+4�1+ a 78511 twv�F.� Following data are from: https://www.countyheatthrankings.org/app/virginia/2021/overview I County Health Rankings 2022 2022 County Health Rankings for the 133 Ranked Counties in Virginia 25 ah r r r r r S County -4 �� County 1� County �� County Accomack 103 102 Dinwiddie 85 89 Lee 120 127 Radford City 75 66 Albemarle 6 6 Emporia City 132 130 Lexington City 61 27 Rappahannock 32 42 Alexandria City 5 13 Essex 119 96 Loudoun 3 3 Richmond 94 59 Alleghany 90 93 Fairfax 4 4 Louisa 62 56 Richmond City 96 108 Amelia 87 86 Fairfax City 13 8 Lunenburg 122 113Roanoke 28 10 Amherst 65 65 Falls Church City 1 1 Lynchburg City 73 53 *an.keCity 116 109 Appomattox 72 79 Fauquier 11 19 Madison 68 37 Rockbridge 46 46 Arlington 2 2 Floyd 51 49 Manassas City 31 71 Rockingham 29 47 Augusta 33 39 Fluvanna 24 15 Manassas Park City 45 74 Russell 101 110 Bath 70 105 Franklin 67 77 Martinsville City 129 125 Salem City 48 21 Bedford 30 30 Franklin City 128 118 Mathews 54 23 Scott 89 88 Bland 69 57 Frederick 25 36 Mecklenburg 108 104 Shenandoah 47 67 Botetourt 18 16 Fredericksburg City S5 69 Middlesex 88 61 Smyth 115 100 Bristol City 104 114 Galax City 130 123 Montgomery 23 25 Southampton 76 68 Brunswick 110 129 Giles 91 73 Nelson 42 76 Spotsylvania 35 40 Buchanan 123 132 Gloucester 43 29 New Kent 36 22 Stafford 12 24 Buckingham 82 119 Goochland 14 9 Newport News City 84 87 Staunton City 56 41 Buena Vista City 99 94 Grayson 71 99 Norfolk City 93 106 Suffolk City 53 48 Campbell 50 75 Greene 21 44 Northampton 105 81 Surry 64 80 Caroline 63 78 Greensville 109 120 Northumberland 60 55 Sussex 114 124 Carroll 58 95 Halifax 111 107 Norton City 124 116 Tazewell 117 117 Charles City 100 90 Hampton City 78 82 Nottoway 102 115 Virginia Beach City 22 26 Charlotte 118 121 Hanover 15 12 Orange 49 52 Warren 57 60 Charlottesville City 20 17 Harrisonburg City 37 54 Page 79 103 Washington 77 63 Chesapeake City 40 35 Henrico 26 14 Patrick 95 97 Waynesboro City 81 62 Chesterfield 27 18 Henry 112 111 Petersburg City 133 133 Westmoreland 83 98 Clarke 19 28 Highland 66 50 Pittsylvania 98 101 Williamsburg City 17 34 Colonial Heights City 97 64 Hopewell City 131 131 Poquoson City 8 7 Winchester City 59 43 Covington City 126 85 Isle of Wight 41 38 Portsmouth City 113 112 Wise 121 122 Craig 52 51 James City 9 11 Powhatan 16 20 Wythe 86 83 Culpeper 39 45 King and Queen 106 70 Prince Edward 92 92 York 7 5 Cumberland 80 91 King George 38 33 Prince George 34 58 Danville City 127 128 King William 44 32 Prince William 10 31 Dickenson 125 126 Lancaster 107 72 Pulaski 74 84 Premature Death 20,000 Virginia o Roanoke City 0 0 Roanoke County CL 15,000 Salem Botetourt County ro Alleghany County v o r Covington 10,000 Leading Causes of Death under age 75 in Roanoke City(RO) Nva" Leading Causes of•-. -•Rate Oth 100,000 1 Q) M. Malignant neoplasms 448 117.8 M y, 5,000 Diseases of heart 359 100.7 C v p Accidents 246 845 CL Diabetes mellitus 105 28.8 } Chronic lower 97 24'3 respiratory diseases Premature death Source:CDC WONDER.Premature Mortality includes all deaths among people under age 75 and the rates are age- adjusted to the US 2000 population.Since counties have (Data not available for Craig County) different age make-ups,age-adjustment can help in comparing health measures between counties. Avoidable Hospitalizations Asthma Hospitalizations,Rate per 100,000 Population This indicator reports the number and rate of hospital inpatient stays due to asthma,per 100,000 population.Asthma is a lung condition that makes it harder for air to flow out of the airways when breathing.It is a major chronic disease and is one of the most common chronic disorders in childhood.It is a leading cause of school absenteeism and pediatric hospitalizations and leads to significant numbers of lost work days each year.While there is no cure for asthma,it can be managed and treated so people can live normal,healthy lives.The cost of medication can be an obstacle to optimal asthma care. Hospitalizations with Asthma, Hospitalizations with Asthma,Rate Rate per 100,000 Total Report Area Total Population Hospitalizations with Asthma (per 100,000 Total Population) Population Roanoke City,VA 99,058 980 989.32 Roanoke City Health District 99,058 980 989.32 Virginia 8,590,563 41,865 487.34 . Note:This indicator is compared to the state overage. aon taoo Data Source:Virginia Deportment of Health,inpatient Discharge Dataset from Virginia Health Information(MI).Data directly obtained via emaf/from Virginia Department of 0 Roanoke City,VA Health 2020.Source geography:County—Show more details (989.32) 0 Virginia(487.34) Diabetes Hospitalizations,Rate per 100,000 Population This indicator reports the number and rate of hospital inpatient stays due to diabetes,per 100,000 population.Diabetes is a condition that affects how the body turns food into energy.Over time,diabetes can damage the heart,blood vessels,eyes,kidneys,and nerves.It is one of the most common chronic diseases in the United States and the seventh leading cause of death in both Virginia and the United States.Diabetes can be prevented and controlled by engaging in lifestyle changes,self-management practices, and medication. Hospitalizations with Diabetes, Hospitalizations with Diabetes,Rate Rate per 100,000 Total Report Area Total Population Hospitalizations with Diabetes (per 100,000 Total Population) Population Roanoke City,VA 99,058 3,794 3,830.08 Roanoke City Health District 99,058 3,794 3,830.08 Virginia 8,590,563 170,866 1,989.00 Note:This indicator is compared to the state average. 1000 4000 Data Source:Virginia Department of Health,Inpatient Discharge Dataset from Virginia Health Information(MI).Data directly obtained via email from Virginia Department of 0 Roanoke City,VA Health 2020.Source geography:County Show more details (3,830.08) 0 Virginia(1,989.00) r • r � Impaired Driving and Adult Smoking So% vugima 25',b 74 Virginia Roanoke Cit ,`a Roanoke Cit Roanoke County �,� Roanoke County 40% Salem E 20% Salem 0 o ■ Botetourt County c / Botetourt County, m ° c 30°%0 ,. n Craig County ' 15% Craig Count Alleghany County Alleghany Count > O Covington o Covington H r 20% _.. 101a o a A o 0 10% S% r } Alcohol-i mpai red driving deaths Adult smoking STIs and Teen Births 1250 Virginia SO g.nia Roanoke City F nanoke City Roanoke County Foanoke County 1000 Salem 40 Salem o o Botetourt County Botetourt County Craig County u Craig County 0 750 30 Alleghany County Alleghany County o n Covington Covington c n 20 u 500 E o u 2 n 10 250 < o � I 0 Sexually transmitted infections Teen births Socio-economic Factors : Child Poverty and Food Insecurity 25°'a 'di rgi ma a 15e.6 Virginia 0 a Roanoke City City ty o Roanoke County Roanoke County 20% Salem Salem A Botetourt County m -. Botetourt County 'v 1096 Craig County Craig County v 15°: Alleghany County o Alleghany County rl ( m Covington Covington o u L d 10% ff jjj Ca Food ose runty Children in poverty a l Injury Dand Drug Overdose Deaths 200 '.irginia w Virginia Roanoke Ciry Roanoke County Salem Botetourt County 0 P—noke City 60 _A eoanokeCounty o o Salem 0 150 BotetourtCounty o y $ _mgCounty 40 � a!Ieghany County A a � 100 Ovington o .o 20 m r SO k� o `o 0 4fi�'LL, v &,> > z 0 0 IF q z Injury deaths Drug overdose deaths Homicide and Suicide 'n t?inia P'�ano ,gym, Roanoke County 50 'dngmia c 12 Roanoke City A � Roanoke County 0 0 40 Salem 0 10 0 0 Bot etourt County v 8 Alleghany County oV n 30 Covington E 6 l'V tf o N 3 ZO rte; 0 2 10 `a ,� .:. E z Homicides Suicides Roanoke Citv and Alteg,hanv Health VDHOE RLMHNT • ROANOKE CITY Local Elected C>fficials Community Partners and ALLEGHANY County Administrators HEALTH DISTRICTS City Managers Emergenry Environmental Population Women Administration Clinic Services Epidemiology t:omily Services Heahh Vital Records Infarrts&Children Preparedness Health 6usinsas O#Rce romily Planning Medi�QR�serve Eood Protection Reportable Baby Care Car Se at � Oiseassa Early Community lead Pro ram Heahh Nsmwn Resouroa (mmunizafiom 9 Intervsn#ion tm provement Qualify/Prooaaa Newcomer Heahh Omife Program Case Management Substance Ute (Sewer/ Service Disorders Improvement (Refvg«q ,Deinking welry ttweaseu.,) Sexually long-Term Transmitted Rabies Coro Screening Infections Recreo#ionol Tuberculosis Waste Management (Pools) Tourists {Hor.ls a Metel.) Roanoke CityAtleghany and Health Districts NEEME- MMV The mission of the Clinic Services Division is to provide clinical services to support health promotion, disease prevention, and community health and wellness across the entire lifespan through collaboration with community partners. Clinic Services Newcomer services in 2021 Number of Clients by Country of Origin Family Plannin • Family Planning: >2100 services provided Key: .Dominican R.pAk of Congo.16 Nary Coast:7 B.1—4 • Immunizations: > 6300 services provided (other ■P.kist-3 Immunizations i OM MOO than COVID) aAfgh01 oni9an 92 Number of Clients by Age Newtomer Health • Newcomer Health: >120 clients served 4&und., 5to9 10 to 20 21-2911 30-39 _® Transmitted STI: >600 services provided 40-59 Infections 60- 0 5 10 15 20 25 30 Tuberculosis • TB (latent and active): >1500 services provided Management (including DOT/ DOPT visits) * �. and AlleghanyHealth Districts Roanoke City a The mission of the Environmental Health Division is to work with our community partners to protect and improve the overall health of our residents through the assurance of a safe environment. HealthEnvironmental ER &WASTEWATER The Water and Wastewater program provides surveillance, inspection and regulatory oversight of private wells, on-site 'OF,od Protection sewage systems and sewage handlers. System designs are submitted by the private sector for review by our staff.The majority of private wells and on-site sewage systems are located in the more rural areas of our district. Clifton District L Roanoke Roanoke Salem Botetourt Craig Covington Forge Alleghany Total 2021 city County Well b 58 0 68 31 0 0 29 192 Applications Well6 Sb 0 b3 31 0 0 25 181 Permits Issued' Well 1 3 0 28 9 0 0 7 48 nsite Program Inspections Sewage3 74 0 78 27 0 0 27 209 Drinking well) Applications Sewage 3 63 0 74 26 0 0 26 192 Permits Issued' Sewage 3 25 0 59 9 0 0 9 105 Inspections Sewage Handler 19 0 9 9 1 0 0 1 39 Permits Issued lI�Recreational -11 Sewage Handler 17 0 9 9 1 0 0 0 36 Waste Inspections Permits rndude both Construction&Operation permits.Inspections are performed once construction is complete To:rists Food inspections: >1300 inspections, including 19 complaints e han Health Districts Cand All g yRoanoke The mission of the Environmental Health Division is to work with our community partners to protect and improve the overall health of our residents through the assurance of a safe environment. PREVENTIONEnvironmental ANIMAL DISEASE HealthThe Animal Disease Prevention(Rabies)program deals with the concerns of rabies and its potential spread to the human population.The program investigates reports of possible exposure to rabies,submits animal specimens to the Virginia Division of Consolidated Laboratory Services for rabies testing,and follows up on both animal and human exposure, including posting public notices to ensure protection for all. Clifton — District :-- — Roanoke Roanoke Salem Botetourt Craig Covington Alleghany Other— Total Food Protection 2021 City county Forge a-� Rabies 316 116 62 96 12 22 4 53 21 702 Investigations Human Victim Exposures 276 104 54 80 7 22 4 53 20 620 w Animal Victim 14 2 5 17 2 0 0 0 0 40 Lead Program Exposures r other—Clifton Animal Types City County Domestics274 109 54 85 8 21 4 50 b 611 Onsite Animals (Sewer/ Bat' 19 S 2 5 0 1 0 0 0 32 Drink;nq well) High Risks 20 2 5 6 4 0 0 3 2 42 Wildlife Low Risk' 3 0 1 0 0 0 0 0 1 5 Wildlife Rabies "These rabies incidents occurred outside of our district,however the victim or the source animal(domestic)was a resident of our jurisdiction. Definitions provided by the Compendium of Animal Rabies Prevention and Control(NASPHV), 1.Domestic Animals are defined as pet dogs and cats. 2.Bats(scientific order Chiroptera)pose the highest risk for Rabies. 3.High Risk Wildlife includes mommafs in the scientific order Carnivora,such as raccoons,skunks,loxes,opossums,groundhogs and beavers. Recreational 4.tow Risk Wildlife includes small rodents such as squirrels or mice,and lagomorphs(rabbits). 202ISoume Domestic Animal Testing Animals Skunk Raccoon Fox Other --o llllllllllllllt #Tested 49 28(1) 6(1} 13 4 b(1) 3(lj 109 Tourists N Positive 0 2 2 6 2 0 0 12 (Hotels&Motels) (Numbers m parentheses reflect those specimens that were unsatisfactory for testing.] r r r r r r Health Districts e Cityand AlteghanyRoanok The mission of the RCAHD Epidemiology Division is to monitor and investigate reportable and emerging communicable diseases, investigate outbreaks, and provide guidance and recommendations to stop the further spread of communicable diseases for the wellbeing of our communities. t To optimally protect the public's health,healthcare professionals and laboratories are required to report over 70 diseases or conditions in Virginia.In 2021,RCAHD investigated over 200 incidences of reportable diseases(excluding COVID-19). RoCanoke Condition A11.9h.my ty Total Compylobacteriosis 6 4 10 Candida auris,clinical 0 1 1 CP-CRE(E.coh,Enterobacter 9 0 9 and Klebdella spP) 7`s' i71 a'4. ,92t CP-GRE,other 2 1 3 ' xtNq Ehrlichia choffee-4 1 1 2 s infection Rz Hepatitis A,acute 40 10 50 Hepatitis B,acute 0 2 2 Hepatitis C,acute 2 1 3 Latent ITS infection 3 7 10 "1' ""`� i r Lead,elewted levels 12 31 43 Legionellosis 7 4 0 1 r Listeriosis 1 Lyme disease 8 9 17 Pertussis 5 0 5 Salmonellosis(non•Typhi, 23 12 35 non Parctyphi) Shigellosis 1 0 1 Streptococcus,Group A, 2 3 5 in—we Tuberculosis 1 2 3 Unusual occ—r-of public 0 2 2 _. heahh concern-TOX Varicella(Chickenpox) 0 1 1 Yersiniosis 1 0 1 At Total 124 91 215 rrr han Health Districts Hoke Cityand Alleg y=A IL A Roa The mission of the RCAHD family Services program is to protect des en s, and improve th health lies .of all residents, with a focus on women, infants, children, Family Services M won Baby CarwO� • Baby Care: >650 services provided Early • Early Intervention: > 300 new assessmentsIntervention K Service • Lead and rabies PEP case management Roanoke and Alleghany Health Average number of early intervention services rendered to children each month in 2021 : APO Family Services 00 73 26 25 2 Baby Care Referrals Developmental Occupational Cases Opened Initial Assessments Services Therapy Early • Intervention 69 144 2 262 Case Management � � Service + (Lead&Rabies) Long-Term physical Therapy Speech Therapy Vision Services Service Coordination Care Screening '' D HOP HEALTNNT To protect the health and promote the well-being of all people in Virginia. e han Health Districts Roanoke Cityand All g y The mission of the RCAHD Population Health division is to improve the community`s health through partnering with businesses, academia, health care, social services, federal, state and local government partners. By collecting, analyzing, and interpreting data, population health brings significant health concerns into focus and addresses ways that resources can be allocated to overcome health inequities and problems that drive poor health conditions in the population. Population Total number of seats distributed 1321v Health Total number of participants 10 0 30 60 90 120 150 Age of Children Child Safety Seats Distributed for: Car Seat . Pregnant Parents:44% Less than 12 months:9% Age 1:16% e Community Age 2:5% 1�' 21 Health Age 3:5% .SeC7ts � *' Improvement Age 4:11% Distributed ' 'I Age 5 3% . Age 6:6% Substance Use Age 7:1% Age 8:1% e han Health Districts Roanoke Cityand All � y The mission of the RCAHD Special Supplemental Nutrition Program for Women, Infants and Children (WIC) is to improve the health of low income pregnant women, infants, and children under age 5 through better nutrition and access to health care. WIC provides nutrition education, breastfeeding support, access to healthy foods and referrals to other needed health-related services. NUMBERAVERAGE OF • NTH Totals Served - Alleghany District Totals Served - Roanoke City District Women Women : : . : . Children ; 1854 785 Working together to Protect the �� ROANOKE CITY Health : �' ar��� AL�EGNANY • NEA�TH DISTRICTS . • Your Partner in Can�muniiy Wellness Questions/ IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 171h day of January 2023. No. 42533-011723. A RESOLUTION accepting the Juvenile Justice and Delinquency Prevention grant made to the City by the Virginia Department of Criminal Justice Services; and authorizing execution of any required documentation on behalf of the City. BE IT RESOLVED by the Council of the City of Roanoke as follows: 1. The City of Roanoke does hereby accept the Juvenile Justice and Delinquency Prevention grant made to the City by the Virginia Department of Criminal Justice Services, in the amount of$150,000, as more particularly described in the City Council Agenda Report dated December 19, 2022. 2. The City Manager or his designee is hereby authorized to execute and file and provide additional information, on behalf of the City, as necessary to accept the grant, in a form approved by the City Attorney. ATTEST: City Clerk. _ - _ IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42534-011723. AN ORDINANCE to appropriate funding from the Virginia Department of Criminal Justice Services for the Juvenile Justice and Delinquency Prevention Grant, amending and reordaining certain sections of the 2022-2023 Grant Fund Appropriations, and dispensing with the second reading by title of this ordinance. BE IT ORDAINED by the Council of the City of Roanoke that the following sections of the 2022-2023 Grant Fund Appropriations be, and the same are hereby, amended and reordained to read and provide as follows: Appropriations Fees for Professional Services 35-630-5065-2010 $123,562 Program Activities 35-630-5065-2066 24,098 Business Meals and Travel 35-630-5065-2144 2,340 Revenues Juvenile Justice and Delinquency Prevention FY23 35-630-5065-5065 150,000 Pursuant to the provisions of Section 12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk. - ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Acceptance and Appropriation of Juvenile Justice and Delinquency Prevention Funding from the Commonwealth of Virginia, Department of Criminal Justice Services. Background: The Virginia Department of Criminal Justice Services has awarded the City of Roanoke state funding from the Juvenile Justice and Delinquency Prevention Program. This funding will increase the accessibility of mental health services for youth and eliminate treatment barriers. The amount of the grant is $150,000 to be used over two years. The term runs from October 1, 2022 through September 30, 2024. Considerations: The funding partners will work collaboratively together to serve youth involved, or at risk of involvement, in the juvenile justice system. Family Service of Roanoke Valley, Together Everyone Achieves Mental-wellness Counseling, Roanoke Redevelopment and Housing Authority will work collaboratively to provide onsite mental health services at the Roanoke Envision Center located in the Northwest area of the City of Roanoke. Recommended Action: Adopt a resolution accepting the Juvenile Justice and Delinquency Prevention Grant from the Virginia Department of Criminal Justice Services, authorize the City Manager or his designee to execute any forms required by the Virginia Department of Criminal Justice Services in order to accept these funds; such documents to be approved as to form by the City Attorney. Adopt the accompanying budget ordinance to establish a revenue estimate for State grant funds of $150,000 and appropriate funding in the amount of $150,000 into expenditure accounts to be established by the Director of Finance. 4f Bob Cowell, City Manager Distribution: Council Appointed Officers W. Brent Robertson, Assistant City Manager/Director of Finance Amelia C. Merchant, Deputy Director of Finance Steven W. Martin, Director of Human/Social Services IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17`h day of January 2023. No. 42535-011723. A RESOLUTION authorizing the acceptance of a grant from the FY 2022 Edward Byrne Memorial Justice Assistance Grant Program made to the City of Roanoke by the United States Department of Justice; and authorizing execution of any required documentation on behalf of the City. BE IT RESOLVED by the Council of the City of Roanoke as follows: 1. The City of Roanoke does hereby accept the Grant from the United States Department of Justice pursuant to the FY 2022 Edward Byrne Memorial Justice Assistance Grant Program,in the total amount of$56,081 with$33,648 to the Police Department to support its bicycle patrol program, and $22,433 to the Roanoke City Sheriffs Office to purchase additional facility cameras to be utilized in the Roanoke City Jail to improve officer safety and accountability. No local match is required for this grant; such grant being more particularly described in the City Council Agenda Report dated January 3, 2023. 2. The City Manager or his designee is hereby authorized to execute and file,on behalf of the City, any documents setting forth the conditions of the grant in a form approved by the City Attorney. 3. The City Manager or his designee is further directed to furnish such additional information as may be required by the United States Department of Justice in connection with acceptance of the foregoing Grant. ATTEST: - - City Clerk.. IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42536-011723. AN ORDINANCE to appropriate funding from the Federal government, Department of Justice, for the Byrne Memorial Justice Assistance Grant (JAG) Program, amending and reordaining certain sections of the 2022-2023 Grant Fund Appropriations, and dispensing with the second reading by title of this ordinance. BE IT ORDAINED by the Council of the City of Roanoke that the following sections of the 2022-2023 Grant Fund Appropriations be, and the same are hereby, amended and reordained to read and provide as follows: Appropriations Sheriff— Other Equipment 35-140-5937-9015 $22,433 Police — Overtime 35-640-3694-1003 23,553 Police — FICA 35-640-3694-1120 1,683 Police — Other Equipment 35-640-3694-9015 8,412 Revenues Byrne JAG Sheriff Technology Improve FY23 35-140-5937-5937 22,433 Byrne JAG Police Bike Patrol FY23 35-640-3694-3694 33,648 Pursuant to the provisions of Section 12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk. ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Acceptance and Appropriation of the FY 2022 Edward Byrne Memorial Justice Assistance Grant Program. Background: The United States Department of Justice distributes funding directly to local law enforcement agencies through the Edward Byrne Memorial Justice Assistance Grant Program. Justice Assistance Grant programs fund many types of initiatives and are intended to improve officer safety. On December 14, 2022, the United States Department of Justice awarded the City of Roanoke $56,081 through its FY 2022 Edward Byrne Memorial Justice Assistance Grant Program. The application for the grant specified that the Police Department would receive $33,648 to support its bicycle patrol program and the Sheriffs Office would receive $22,433 to purchase additional facility cameras to be utilized in the Roanoke City Jail to improve officer safety and accountability. Recommended Action: Accept the FY 2022 Edward Byrne Memorial Justice Assistance Grant Program described above and authorize the City Manager OR HIS DESIGNEE to execute the grant agreement and any related documents; all such documents to be approved as to form by the City Attorney. Adopt the accompanying budget ordinance to appropriate funding and establish revenue estimates consisting of accounts for the Police Department in the amount of$33,648 and for the Sheriffs Office in the amount of$22,433 into accounts to be established by the Director of Finance in the Grant Fund. 4V Bob Cowell, City Manager Distribution: Council Appointed Officers Clarence G. Grier, Deputy City Manager Brent Robertson, Assistant City Manager/Director of Finance Sam Roman, Chief of Police The Honorable Antonio Hash, Roanoke City Sheriff December 14, 2022 Dear Robert Cowell, On behalf of Attorney General Merrick B. Garland, it is my pleasure to inform you the Office of Justice Programs (OJP) has approved the application submitted by CITY OF ROANOKE for an award under the funding opportunity entitled 2022 BJA FY 22 Edward Byrne Memorial Justice Assistance Grant Program - Local Solicitation. The approved award amount is $56,081. Review the Award Instrument below carefully and familiarize yourself with all conditions and requirements before accepting your award. The Award Instrument includes the Award Offer(Award Information, Project Information, Financial Information, and Award Conditions) and Award Acceptance. For COPS Office and OVW funding the Award Offer also includes any Other Award Documents. Please note that award requirements include not only the conditions and limitations set forth in the Award Offer, but also compliance with assurances and certifications that relate to conduct during the period of performance for the award. These requirements encompass financial, administrative, and programmatic matters, as well as other important matters (e.g., specific restrictions on use of funds). Therefore, all key staff should receive the award conditions, the assurances and certifications, and the application as approved by OJP, so that they understand the award requirements. Information on all pertinent award requirements also must be provided to any subrecipient of the award. Should you accept the award and then fail to comply with an award requirement, DOJ will pursue appropriate remedies for non-compliance, which may include termination of the award and/or a requirement to repay award funds. Prior to accepting the award, your Entity Administrator must assign a Financial Manager, Grant Award Administrator, and Authorized Representative(s) in the Justice Grants System (JustGrants). The Entity Administrator will need to ensure the assigned Authorized Representative(s) is current and has the legal authority to accept awards and bind the entity to the award terms and conditions. To accept the award, the Authorized Representative(s) must accept all parts of the Award Offer in the Justice Grants System (JustGrants), including by executing the required declaration and certification, within 45 days from the award date. To access your funds, you will need to enroll in the Automated Standard Application for Payments (ASAP)system, if you haven't already completed the enrollment process in ASAP. The Entity Administrator should have already received an email from ASAP to initiate this process. Congratulations, and we look forward to working with you. Maureen Henneberg Deputy Assistant Attorney General Office for Civil Rights Notice for All Recipients The Office for Civil Rights (OCR), Office of Justice Programs (OJP), U.S. Department of Justice (DOJ) has been delegated the responsibility for ensuring that recipients of federal financial assistance from the OJP, the Office of Community Oriented Policing Services (COPS), and the Office on Violence Against Women (OVW) are not engaged in discrimination prohibited by law. Several federal civil rights laws, such as Title VI of the Civil Rights Act of 1964 and Section 504 of the Rehabilitation Act of 1973, require recipients of federal financial assistance to give assurances that they will comply with those laws. Taken together, these civil rights laws prohibit recipients of federal financial assistance from DOJ from discriminating in services and employment because of race, color, national origin, religion, disability, sex, and, for grants authorized under the Violence Against Women Act, sexual orientation and gender identity. Recipients are also prohibited from discriminating in services because of age. For a complete review of these civil rights laws and nondiscrimination requirements, in connection with DOJ awards, see https://oip.gov/funding/ExplorelLegalOverview/CivilRightsRequirements.htm. Under the delegation of authority, the OCR investigates allegations of discrimination against recipients from individuals, entities, or groups. In addition, the OCR conducts limited compliance reviews and audits based on regulatory criteria. These reviews and audits permit the OCR to evaluate whether recipients of financial assistance from the Department are providing services in a nondiscriminatory manner to their service population or have employment practices that meet equal- opportunity standards. If you are a recipient of grant awards under the Omnibus Crime Control and Safe Streets Act or the Juvenile Justice and Delinquency Prevention Act and your agency is part of a criminal justice system, there are two additional obligations that may apply in connection with the awards: (1) complying with the regulation relating to Equal Employment Opportunity Programs (EEOPs); and (2) submitting findings of discrimination to OCR. For additional information regarding the EEOP requirement, see 28 CFR Part 42, subpart E, and for additional information regarding requirements when there is an adverse finding, see 28 C.F.R. §§42.204(c), .205(c)(5). The OCR is available to help you and your organization meet the civil rights requirements that are associated with DOJ grant funding. if you would like the OCR to assist you in fulfilling your organization's civil rights or nondiscrimination responsibilities as a recipient of federal financial assistance, please do not hesitate to contact the OCR at askOCR@ojp.usdoj.gov. Memorandum Regarding NEPA NEPA Letter Type OJP -Ongoing NEPA Compliance Incorporated into Further Developmental Stages NEPA Letter The Edward Byrne Memorial Justice Assistance Grant Program (JAG) allows states and local governments to support a broad range of activities to prevent and control crime and to improve the criminal justice system, some of which could have environmental impacts. All recipients of JAG funding must assist BJA in complying with NEPA and other related federal environmental impact analyses requirements in the use of grant funds,whether the funds are used directly by the grantee or by a subgrantee or third party. Accordingly, prior to obligating funds for any of the specified activities,the grantee must first determine if any of the specified activities will be funded by the grant. The specified activities requiring environmental analysis are: a. New construction; b. Any renovation or remodeling of a property located in an environmentally or historically sensitive area, including properties located within a 100-year flood plain,a wetland, or habitat for endangered species, or a property listed on or eligible for listing on the National Register of Historic Places; c. A renovation, lease, or any proposed use of a building or facility that will either(a) result in a change in its basic prior use or(b) significantly change its size; d. Implementation of a new program involving the use of chemicals other than chemicals that are (a) purchased as an incidental component of a funded activity and (b)traditionally used,for example, in office, household, recreational,or education environments; and e. Implementation of a program relating to clandestine methamphetamine laboratory operations, including the identification, seizure, or closure of clandestine methamphetamine laboratories. Complying with NEPA may require the preparation of an Environmental Assessment and/or an Environmental Impact Statement, as directed by BJA. Further,for programs relating to methamphetamine laboratory operations,the preparation of a detailed Mitigation Plan will be required. For more information about Mitigation Plan requirements, please see https://www.bia.gov/Fundinglnepa.htmi. NEPA Coordinator First Name Orbin Middle Name Last Name Terry Award Details Federal Award Date 12/14/22 Award Type Initial Award Number 15PBJA-22-GG-02279-JAGX Supplement Number 00 Federal Award Amount $56,081.00 Funding Instrument Type Grant Assistance Listing Number Assistance Listings Program Title 16.738 Edward Byrne Memorial Justice Assistance Grant Program 16.738 Edward Byrne Memorial Justice Assistance Grant Program Statutory Authority Title I of Pub. L. No. 90-351 (generally codified at 34 U.S.C. 10101-10726), including subpart 1 of part E (codified at 34 U.S.C. 10151 - 10158); see also 28 U.S.C. 530C(a) This award is offered subject to the conditions or limitations set forth in the Award Information, Project Information, Financial Information, and Award Conditions. Solicitation Title 2022 BJA FY 22 Edward Byrne Memorial Justice Assistance Grant Program - Local Solicitation Application Number GRANT13689135 Awarding Agency OJP Program Office BJA Grant Manager Name Kathryn Manning Phone Number 202-598-6489 E-mail Address Kathryn.Manning@usdoj.gov Project Title BJA FY 2022 Edward Byrne Memorial Justice Assistance Grant (JAG) Program - Local Solicitation Performance Period Start Date 10/01/2021 Performance Period End Date 09/30/2025 Budget Period Start Date 10/01/2021 Budget Period End Date 09/30/2025 Project Description The Edward Byrne Memorial Justice Assistance Grant(JAG) Program allows units of local government, including tribes, to support a broad range of activities to prevent and control crime based on their own state and local needs and conditions. Grant funds can be used for state and local initiatives, technical assistance, training, personnel, equipment, supplies, contractual support, and information systems for criminal justice or civil proceedings, including for any one or more of the following program areas: 1) law enforcement programs; 2) prosecution and court programs; 3) prevention and education programs; 4) corrections and community corrections programs; 5) drug treatment and enforcement programs; 6) planning, evaluation, and technology improvement programs; 7) crime victim and witness programs (other than compensation); 8) mental health programs and related law enforcement and corrections programs, including behavioral programs and crisis intervention teams; and 9) implementation of state crisis intervention court proceedings and related programs or initiatives, including but not limited to: mental health courts; drug courts; veterans courts; and extreme risk protection order programs. This award is offered subject to the conditions or limitations set forth in the Award Information, Project Information, Financial Information, and Award Conditions. Compliance with DOJ regulations pertaining to civil rights and nondiscrimination - 28 C.F.R. Part 38 The recipient, and any subrecipient ("subgrantee")at any tier, must comply with all applicable requirements of 28 C.F.R. Part 38 (as may be applicable from time to time), specifically including any applicable requirements regarding written notice to program beneficiaries and prospective program beneficiaries. Currently, among other things, 28 C.F.R. Part 38 includes rules that prohibit specific forms of discrimination on the basis of religion, a religious belief, a refusal to hold a religious belief, or refusal to attend or participate in a religious practice. Part 38, currently, also sets out rules and requirements that pertain to recipient and subrecipient("subgrantee")organizations that engage in or conduct explicitly religious activities, as well as rules and requirements that pertain to recipients and subrecipients that are faith-based or religious organizations. The text of 28 C.F.R. Part 38 is available via the Electronic Code of Federal Regulations (currently accessible at https://www.ecfr.gov/cgi-bin/ECFR?page=browse), by browsing to Title 28-Judicial Administration, Chapter 1, Part 38, under a-CFR"current' data. Compliance with DOJ regulations pertaining to civil rights and nondiscrimination - 28 C.F.R. Part 42 The recipient, and any subrecipient("subgrantee")at any tier, must comply with all applicable requirements of 28 C.F.R. Part 42, specifically including any applicable requirements in Subpart E of 28 G.F.R. Part 42 that relate to an equal employment opportunity program. 3 Applicability of Part 200 Uniform Requirements The Uniform Administrative Requirements, Cost Principles, and Audit Requirements in 2 C.F.R. Part 200, as adopted and supplemented by DOJ in 2 C.F.R. Part 2800 (together, the"Part 200 Uniform Requirements")apply to this FY 2022 award from OJP. The Part 200 Uniform Requirements were first adopted by DOJ on December 26, 2014. If this FY 2022 award supplements funds previously awarded by OJP under the same award number (e.g., funds awarded during or before December 2014), the Part 200 Uniform Requirements apply with respect to all funds under that award number (regardless of the award date, and regardless of whether derived from the initial award or a supplemental award)that are obligated on or after the acceptance date of this FY 2022 award. For more information and resources on the Part 200 Uniform Requirements as they relate to OJP awards and subawards ("subgrants"), see the OJP website at https://ojp.gov/funding/Part2000niformRequirements.htm. Record retention and access: Records pertinent to the award that the recipient (and any subrecipient ("subgrantee") at any tier)must retain --typically for a period of 3 years from the date of submission of the final expenditure report (SF 425), unless a different retention period applies-- and to which the recipient(and any subrecipient("subgrantee") at any tier) must provide access, include performance measurement information, in addition to the financial records, supporting documents, statistical records, and other pertinent records indicated at 2 C.F.R. 200.334. In the event that an award-related question arises from documents or other materials prepared or distributed by OJP that may appear to conflict with, or differ in some way from, the provisions of the Part 200 Uniform Requirements, the recipient is to contact OJP promptly for clarification. 4 Effect of failure to address audit issues The recipient understands and agrees that the DOJ awarding agency (OJP or OVW, as appropriate) may withhold award funds, or may impose other related requirements, if(as determined by the DOJ awarding agency)the recipient does not satisfactorily and promptly address outstanding issues from audits required by the Part 200 Uniform Requirements (or by the terms of this award), or other outstanding issues that arise in connection with audits, investigations, or reviews of DOJ awards. Requirements of the award; remedies for non-compliance or for materially false statements The conditions of this award are material requirements of the award. Compliance with any assurances or certifications submitted by or on behalf of the recipient that relate to conduct during the period of performance also is a material requirement of this award. Limited Exceptions. In certain special circumstances, the U.S. Department of Justice ("DOJ") may determine that it will not enforce, or enforce only in part, one or more requirements otherwise applicable to the award. Any such exceptions regarding enforcement, including any such exceptions made during the period of performance, are (or will be during the period of performance)set out through the Office of Justice Programs ("OJP")webpage entitled "Legal Notices: Special circumstances as to particular award conditions" (ojp.gov/funding/Explore/LegalNotices- AwardRegts.htm), and incorporated by reference into the award. By signing and accepting this award on behalf of the recipient, the authorized recipient official accepts all material requirements of the award, and specifically adopts, as if personally executed by the authorized recipient official, all assurances or certifications submitted by or on behalf of the recipient that relate to conduct during the period of performance. Failure to comply with one or more award requirements --whether a condition set out in full below, a condition incorporated by reference below, or an assurance or certification related to conduct during the award period -- may result in OJP taking appropriate action with respect to the recipient and the award. Among other things, the OJP may withhold award funds, disallow costs, or suspend or terminate the award. DOJ, including OJP, also may take other legal action as appropriate. Any materially false, fictitious, or fraudulent statement to the federal government related to this award (or concealment or omission of a material fact) may be the subject of criminal prosecution (including under 18 U.S.C. 1001 and/or 1621, and/or 34 U.S.C. 10271-10273), and also may lead to imposition of civil penalties and administrative remedies for false claims or otherwise (including under 31 U.S.C. 3729-3730 and 3801-3812). Should any provision of a requirement of this award be held to be invalid or unenforceable by its terms, that provision shall first be applied with a limited construction so as to give it the maximum effect permitted by law. Should it be held, instead, that the provision is utterly invalid or- unenforceable, such provision shall be deemed severable from this award. 6 Employment eligibility verification for hiring under the award 1. The recipient(and any subrecipient at any tier) must-- A. Ensure that, as part of the hiring process for any position within the United States that is or will be funded (in whole or in part)with award funds, the recipient(or any subrecipient) properly verifies the employment eligibility of the individual who is being hired, consistent with the provisions of 8 U.S.C. 1324a(a)(1). B. Notify all persons associated with the recipient(or any subrecipient)who are or will be involved in activities under this award of both-- (1)this award requirement for verification of employment eligibility, and (2)the associated provisions in 8 U.S.C. 1324a(a)(1)that, generally speaking, make it unlawful, in the United States, to hire (or recruit for employment) certain aliens. C. Provide training (to the extent necessary)to those persons required by this condition to be notified of the award requirement for employment eligibility verification and of the associated provisions of 8 U.S.C. 1324a(a)(1). D. As part of the recordkeeping for the award (including pursuant to the Part 200 Uniform Requirements), maintain records of all employment eligibility verifications pertinent to compliance with this award condition in accordance with Form I-9 record retention requirements, as well as records of all pertinent notifications and trainings. 2. Monitoring The recipient's monitoring responsibilities include monitoring of subrecipient compliance with this condition. 3. Allowable costs To the extent that such costs are not reimbursed under any other federal program, award funds may be obligated for the reasonable, necessary, and allocable costs (if any) of actions designed to ensure compliance with this condition. 4. Rules of construction A. Staff involved in the hiring process For purposes of this condition, persons "who are or will be involved in activities under this award" specifically includes (without limitation) any and all recipient (or any subrecipient) officials or other staff who are or will be involved in the hiring process with respect to a position that is or will be funded (in whole or in part)with award funds. B. Employment eligibility confirmation with E-Verify For purposes of satisfying the requirement of this condition regarding verification of employment eligibility, the recipient (or any subrecipient) may choose to participate in, and use, E-Verify(www.e- verify.gov), provided an appropriate person authorized to act on behalf of the recipient (or subrecipient)uses E-Verify (and follows the proper E-Verify procedures, including in the event of a "Tentative Nonconfirmation" or a "Final Nonconfirmation")to confirm employment eligibility for each hiring for a position in the United States that is or will be funded (in whole or in part)with award funds. C. "United States" specifically includes the District of Columbia, Puerto Rico, Guam, the Virgin Islands of the United States, and the Commonwealth of the Northern Mariana Islands. D. Nothing in this condition shall be understood to authorize or require any recipient, any subrecipient at any tier, or any person or other entity, to violate any federal law, including any applicable civil rights or nondiscrimination law. E. Nothing in this condition, including in paragraph 4.B., shall be understood to relieve any recipient, any subrecipient at any tier, or any person or other entity, of any obligation otherwise imposed by law, including 8 U.S.C. 1324a(a)(1). Questions about E-Verify should be directed to DHS. For more information about E-Verify visit the E- Verify website (https://www.e-verify.gov/) or email E-Verify at E-Verify@dhs.gov. E-Verify employer agents can email E-Verify at E-VerifyEmployerAgent@dhs.gov. Questions about the meaning or scope of this condition should be directed to OJP, before award acceptance. 7 OJP Training Guiding Principles Any training or training materials that the recipient-- or any subrecipient ("subgrantee") at any tier-- develops or delivers with OJP award funds must adhere to the OJP Training Guiding Principles for Grantees and Subgrantees, available at hftps://www.ojp.gov/funding/implement/training-guiding- principles-grantees-and-subgrantees. 8 Requirements related to "de minimis" indirect cost rate A recipient that is eligible under the Part 200 Uniform Requirements and other applicable law to use the"de minimis" indirect cost rate described in 2 C.F.R. 200.414(f), and that elects to use the "de minimis" indirect cost rate, must advise OJP in writing of both its eligibility and its election, and must comply with all associated requirements in the Part 200 Uniform Requirements. The "de minimis" rate may be applied only to modified total direct costs (MTDC) as defined by the Part 200 Uniform Requirements. 9 Determination of suitability to interact with participating minors SCOPE. This condition applies to this award if it is indicated -- in the application for the award (as approved by DOJ)(or in the application for any subaward, at any tier), the DOJ funding announcement(solicitation), or an associated federal statute --that a purpose of some or all of the activities to be carried out under the award (whether by the recipient, or a subrecipient at any tier) is to benefit a set of individuals under 18 years of age. The recipient, and any subrecipient at any tier, must make determinations of suitability before certain individuals may interact with participating minors. This requirement applies regardless of an individual's employment status. The details of this requirement are posted on the OJP web site at haps://ojp.gov/funding/Explore/Interact-Minors.htm (Award condition: Determination of suitability required, in advance,for certain individuals who may interact with participating minors), and are incorporated by reference here. Compliance with general appropriations-law restrictions on the use of federal funds (FY 2022) The recipient, and any subrecipient("subgrantee") at any tier, must comply with all applicable restrictions on the use of federal funds set out in federal appropriations statutes. Pertinent restrictions, including from various "general provisions" in the Consolidated Appropriations Act, 2022, are set out at https:/Iwww.ojp.gov/funding/Explore/FY22AppropriationsRestrictions.htm, and are incorporated by reference here. Should a question arise as to whether a particular use of federal funds by a recipient(or a subrecipient)would or might fall within the scope of an appropriations-law restriction, the recipient is to contact OJP for guidance, and may not proceed without the express prior written approval of OJP. 11 Compliance with DOJ regulations pertaining to civil rights and nondiscrimination - 28 C.F.R. Part 54 The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements of 28 C.F.R. Part 54, which relates to nondiscrimination on the basis of sex in certain "education programs." 12 Potential imposition of additional requirements The recipient agrees to comply with any additional requirements that may be imposed by the DOJ awarding agency (OJP or OVW, as appropriate)during the period of performance for this award, if the recipient is designated as "high-risk" for purposes of the DOJ high-risk grantee list. 13 Required training for Grant Award Administrator and Financial Manager The Grant Award Administrator and all Financial Managers for this award must have successfully completed an OJP financial management and grant administration training" by 120 days after the date of the recipient's acceptance of the award. Successful completion of such a training on or after October 15, 2020, will satisfy this condition. In the event that either the Grant Award Administrator or a Financial Manager for this award changes during the period of performance, the new Grant Award Administrator or Financial Manager must have successfully completed an "OJP financial management and grant administration training" by 120 calendar days after the date the Entity Administrator enters updated Grant Award Administrator or Financial Manager information in JustGrants. Successful completion of such a training on or after October 15, 2020, will satisfy this condition. A list of OJP trainings that OJP will consider OJP financial management and grant administration training"for purposes of this condition is available at https://onlinegfmt.training.ojp.gov/. All trainings that satisfy this condition include a session on grant fraud prevention and detection. The recipient should anticipate that OJP will immediately withhold ("freeze") award funds if the recipient fails to comply with this condition. The recipient's failure to comply also may lead OJP to impose additional appropriate conditions on this award. 14 Compliance with 41 U.S.C. 4712 (including prohibitions on reprisal; notice to employees) The recipient (and any subrecipient at any tier) must comply with, and is subject to, all applicable provisions of 41 U.S.C. 4712, including all applicable provisions that prohibit, under specified circumstances, discrimination against an employee as reprisal for the employee's disclosure of information related to gross mismanagement of a federal grant, a gross waste of federal funds, an abuse of authority relating to a federal grant, a substantial and specific danger to public health or safety, or a violation of law, rule, or regulation related to a federal grant. The recipient also must inform its employees, in writing (and in the predominant native language of the workforce), of employee rights and remedies under 41 U.S.C. 4712. Should a question arise as to the applicability of the provisions of 41 U.S.C. 4712 to this award, the recipient is to contact the DOJ awarding agency (OJP or OVW, as appropriate)for guidance. 15 Requirement to report actual or imminent breach of personally identifiable information (PII) The recipient(and any subrecipient at any tier) must have written procedures in place to respond in the event of an actual or imminent"breach" (OMB M-17-12) if it (or a subrecipient)-- (1) creates, collects, uses, processes, stores, maintains, disseminates, discloses, or disposes of"Personally Identifiable Information (PII)" (2 CFR 200.1)within the scope of an OJP grant-funded program or activity, or(2) uses or operates a Federal information system" (OMB Circular A-130). The recipient's breach procedures must include a requirement to report actual or imminent breach of PH to an OJP Program Manager no later than 24 hours after an occurrence of an actual breach, or the detection of an imminent breach. 16 Compliance with applicable rules regarding approval, planning, and reporting of conferences, meetings, trainings, and other events The recipient, and any subrecipient("subgrantee") at any tier, must comply with all applicable laws, regulations, policies, and official DOJ guidance (including specific cost limits, prior approval and reporting requirements, where applicable)governing the use of federal funds for expenses related to conferences (as that term is defined by DOJ), including the provision of food and/or beverages at such conferences, and costs of attendance at such conferences. Information on the pertinent DOJ definition of conferences and the rules applicable to this award appears in the DOJ Grants Financial Guide (currently, as section 3.10 of"Postaward Requirements" in the"DOJ Grants Financial Guide"). 17 Requirement for data on performance and effectiveness under the award The recipient must collect and maintain data that measure the performance and effectiveness of work under this award. The data must be provided to OJP in the manner(including within the timeframes)specified by OJP in the program solicitation or other applicable written guidance. Data collection supports compliance with the Government Performance and Results Act(GPRA)and the GPRA Modernization Act of 2010, and other applicable laws. 18 Requirement to disclose whether recipient is designated "high risk" by a federal grant-making agency outside of DOJ If the recipient is designated "high risk" by a federal grant-making agency outside of DOJ, currently or at any time during the course of the period of performance under this award, the recipient must disclose that fact and certain related information to OJP by email at OJP.ComplianceReporting@ojp.usdoj.gov. For purposes of this disclosure, high risk includes any status under which a federal awarding agency provides additional oversight due to the recipient's past performance, or other programmatic or financial concerns with the recipient. The recipient's disclosure must include the following: 1. The federal awarding agency that currently designates the recipient high risk, 2. The date the recipient was designated high risk, 3. The high-risk point of contact at that federal awarding agency (name, phone number, and email address), and 4. The reasons for the high-risk status, as set out by the federal awarding agency. 19 Compliance with DOJ Grants Financial Guide References to the DOJ Grants Financial Guide are to the DOJ Grants Financial Guide as posted on the OJP website (currently, the"DOJ Grants Financial Guide" available at haps://Ojp.gov/financialguide/DOJ/index.htm), including any updated version that may be posted during the period of performance. The recipient agrees to comply with the DOJ Grants Financial Guide. 20 Encouragement of policies to ban text messaging while driving Pursuant to Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving," 74 Fed. Reg. 51225 (October 1, 2009), DOJ encourages recipients and subrecipients ("subgrantees")to adopt and enforce policies banning employees from text messaging while driving any vehicle during the course of performing work funded by this award, and to establish workplace safety policies and conduct education, awareness, and other outreach to decrease crashes caused by distracted drivers. 21 Restrictions and certifications regarding non-disclosure agreements and related matters No recipient or subrecipient("subgrantee") under this award, or entity that receives a procurement contract or subcontract with any funds under this award, may require any employee or contractor to sign an internal confidentiality agreement or statement that prohibits or otherwise restricts, or purports to prohibit or restrict, the reporting (in accordance with law)of waste, fraud, or abuse to an investigative or law enforcement representative of a federal department or agency authorized to receive such information. The foregoing is not intended, and shall not be understood by the agency making this award, to contravene requirements applicable to Standard Form 312 (which relates to classified information), Form 4414 (which relates to sensitive compartmented information), or any other form issued by a federal department or agency governing the nondisclosure of classified information. 1. In accepting this award, the recipient-- a. represents that it neither requires nor has required internal confidentiality agreements or statements from employees or contractors that currently prohibit or otherwise currently restrict(or purport to prohibit or restrict) employees or contractors from reporting waste, fraud, or abuse as described above; and b. certifies that, if it learns or is notified that it is or has been requiring its employees or contractors to execute agreements or statements that prohibit or otherwise restrict (or purport to prohibit or restrict), reporting of waste, fraud, or abuse as described above, it will immediately stop any further obligations of award funds,will provide prompt written notification to the federal agency making this award, and will resume (or permit resumption of) such obligations only if expressly authorized to do so by that agency. 2. If the recipient does or is authorized under this award to make subawards ("subgrants"), procurement contracts, or both-- a. it represents that-- (1) it has determined that no other entity that the recipient's application proposes may or will receive award funds (whether through a subaward ("subgrant"), procurement contract, or subcontract under a procurement contract)either requires or has required internal confidentiality agreements or statements from employees or contractors that currently prohibit or otherwise currently restrict(or purport to prohibit or restrict)employees or contractors from reporting waste, fraud, or abuse as described above; and (2) it has made appropriate inquiry, or otherwise has an adequate factual basis, to support this representation; and b. it certifies that, if it learns or is notified that any subrecipient, contractor, or subcontractor entity that receives funds under this award is or has been requiring its employees or contractors to execute agreements or statements that prohibit or otherwise restrict (or purport to prohibit or restrict), reporting of waste, fraud, or abuse as described above, it will immediately stop any further obligations of award funds to or by that entity, will provide prompt written notification to the federal agency making this award, and will resume (or permit resumption of) such obligations only if expressly authorized to do so by that agency. 22 Reclassification of various statutory provisions to a new Title 34 of the United States Code On September 1, 2017, various statutory provisions previously codified elsewhere in the U.S. Code were editorially reclassified (that is, moved and renumbered)to a new Title 34, entitled "Crime Control and Law Enforcement. The reclassification encompassed a number of statutory provisions pertinent to OJP awards (that is, OJP grants and cooperative agreements), including many provisions previously codified in Title 42 of the U.S. Code. Effective as of September 1, 2017, any reference in this award document to a statutory provision that has been reclassified to the new Title 34 of the U.S. Code is to be read as a reference to that statutory provision as reclassified to Title 34. This rule of construction specifically includes references set out in award conditions, references set out in material incorporated by reference through award conditions, and references set out in other award requirements. 23 Specific post-award approval required to use a noncompetitive approach in any procurement contract that would exceed $250,000 The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements to obtain specific advance approval to use a noncompetitive approach in any procurement contract that would exceed the Simplified Acquisition Threshold (currently, $250,000). This condition applies to agreements that--for purposes of federal grants administrative requirements—OJP considers a procurement"contract" (and therefore does not consider a subaward). The details of the requirement for advance approval to use a noncompetitive approach in a procurement contract under an OJP award are posted on the OJP web site at https://ojp.gov/funding/Explore/NoncompetitiveProcurement.htm (Award condition: Specific post- award approval required to use a noncompetitive approach in a procurement contract (if contract would exceed $250,000)), and are incorporated by reference here. 24 Requirements pertaining to prohibited conduct related to trafficking in persons (including reporting requirements and OJP authority to terminate award) The recipient, and any subrecipient("subgrantee")at any tier, must comply with all applicable requirements (including requirements to report allegations) pertaining to prohibited conduct related to the trafficking of persons, whether on the part of recipients, subrecipients ("subgrantees"), or individuals defined (for purposes of this condition)as "employees"of the recipient or of any subrecipient. The details of the recipient's obligations related to prohibited conduct related to trafficking in persons are posted on the OJP web site at haps://ojp.gov/funding/Explore/ProhibitedConduct-Trafficking.htm (Award condition: Prohibited conduct by recipients and subrecipients related to trafficking in persons (including reporting requirements and OJP authority to terminate award)), and are incorporated by reference here. 25 Requirement to report potentially duplicative funding If the recipient currently has other active awards of federal funds, or if the recipient receives any other award of federal funds during the period of performance for this award, the recipient promptly must determine whether funds from any of those other federal awards have been, are being, or are to be used (in whole or in part)for one or more of the identical cost items for which funds are provided under this award. If so, the recipient must promptly notify the DOJ awarding agency (OJP or OVW, as appropriate) in writing of the potential duplication, and, if so requested by the DOJ awarding agency, must seek a budget-modification or change-of-project-scope Grant Award Modification (GAM)to eliminate any inappropriate duplication of funding. 26 Reporting potential fraud, waste, and abuse, and similar misconduct The recipient, and any subrecipients ("subgrantees")at any tier, must promptly refer to the DOJ Office of the Inspector General (OIG) any credible evidence that a principal, employee, agent, subrecipient, contractor, subcontractor, or other person has, in connection with funds under this award-- (1)submitted a claim that violates the False Claims Act; or (2)committed a criminal or civil violation of laws pertaining to fraud, conflict of interest, bribery, gratuity, or similar misconduct. Potential fraud, waste, abuse, or misconduct involving or relating to funds under this award should be reported to the OIG by--(1)online submission accessible via the OIG webpage at haps://oig.justice.gov/hotline/contact-grants.htm (select "Submit Report Online"); (2) mail directed to: U.S. Department of Justice, Office of the Inspector General, Investigations Division, ATTN: Grantee Reporting, 950 Pennsylvania Ave., NW, Washington, DC 20530; and/or(3) by facsimile directed to the DOJ OIG Investigations Division (Attn: Grantee Reporting) at(202) 616-9881 (fax). Additional information is available from the DOJ OIG website at https:Hoig.justice.goWhotline. 27 All subawards ("subgrants") must have specific federal authorization The recipient, and any subrecipient ("subgrantee")at any tier, must comply with all applicable requirements for authorization of any subaward. This condition applies to agreements that--for purposes of federal grants administrative requirements -- OJP considers a "subaward" (and therefore does not consider a procurement "contract"). The details of the requirement for authorization of any subaward are posted on the OJP web site at https:Hojp.gov/funding/Explore/SubawardAuthorization.htm (Award condition: All subawards ("subgrants") must have specific federal authorization), and are incorporated by reference here. 28 Requirements related to System for Award Management and Universal Identifier Requirements The recipient must comply with applicable requirements regarding the System for Award Management (SAM), currently accessible at https://www.sam.gov/. This includes applicable requirements regarding registration with SAM, as well as maintaining the currency of information in SAM. The recipient also must comply with applicable restrictions on subawards ("subgrants")to first-tier subrecipients (first-tier"subgrantees"), including restrictions on subawards to entities that do not acquire and provide (to the recipient)the unique entity identifier required for SAM registration. The details of the recipient's obligations related to SAM and to unique entity identifiers are posted on the OJP web site at https://ojp.gov/funding/Explore/SAM.htm (Award condition: System for Award Management (SAM) and Universal Identifier Requirements), and are incorporated by reference here. This condition does not apply to an award to an individual who received the award as a natural person (i.e., unrelated to any business or non-profit organization that he or she may own or operate in his or her name). 29 Restrictions on "lobbying" In general, as a matter of federal law, federal funds awarded by OJP may not be used by the recipient, or any subrecipient("subgrantee")at any tier, either directly or indirectly, to support or oppose the enactment, repeal, modification, or adoption of any law, regulation, or policy, at any level of government. See 18 U.S.C. 1913. (There may be exceptions if an applicable federal statute specifically authorizes certain activities that otherwise would be barred by law.) Another federal law generally prohibits federal funds awarded by OJP from being used by the recipient, or any subrecipient at any tier, to pay any person to influence (or attempt to influence) a federal agency, a Member of Congress, or Congress (or an official or employee of any of them)with respect to the awarding of a federal grant or cooperative agreement, subgrant, contract, subcontract, or loan, or with respect to actions such as renewing, extending, or modifying any such award. See 31 U.S.C. 1352. Certain exceptions to this law apply, including an exception that applies to Indian tribes and tribal organizations. Should any question arise as to whether a particular use of federal funds by a recipient (or subrecipient)would or might fall within the scope of these prohibitions, the recipient is to contact OJP for guidance, and may not proceed without the express prior written approval of OJP. 30 FFATA reporting: Subawards and executive compensation The recipient must comply with applicable requirements to report first-tier subawards ("subgrants")of $30,000 or more and, in certain circumstances, to report the names and total compensation of the five most highly compensated executives of the recipient and first-tier subrecipients (first-tier "subgrantees")of award funds. The details of recipient obligations, which derive from the Federal Funding Accountability and Transparency Act of 2006 (FFATA), are posted on the OJP web site at https:Hojp.gov/funding/Explore/FFATA.htm (Award condition: Reporting Subawards and Executive Compensation), and are incorporated by reference here. This condition, including its reporting requirement, does not apply to-- (1)an award of less than $30,000, or(2)an award made to an individual who received the award as a natural person (i.e., unrelated to any business or non-profit organization that he or she may own or operate in his or her name). 31 The recipient agrees to comply with OJP grant monitoring guidelines, protocols, and procedures, and to cooperate with BJA and OCFO on all grant monitoring requests, including requests related to desk reviews, enhanced programmatic desk reviews, and/or site visits. The recipient agrees to provide to BJA and OCFO all documentation necessary to complete monitoring tasks, including documentation related to any subawards made under this award. Further, the recipient agrees to abide by reasonable deadlines set by BJA and OCFO for providing the requested documents. Failure to cooperate with BJA's/OCFO's grant monitoring activities may result in sanctions affecting the recipient's DOJ awards, including, but not limited to: withholdings and/or other restrictions on the recipient's access to grant funds; referral to the Office of the Inspector General for audit review; designation of the recipient as a DOJ High Risk grantee; or termination of an award(s). 32 Required monitoring of subawards The recipient must monitor subawards under this award in accordance with all applicable statutes, regulations, award conditions, and the DOJ Grants Financial Guide, and must include the applicable conditions of this award in any subaward. Among other things, the recipient is responsible for oversight of subrecipient spending and monitoring of specific outcomes and benefits attributable to use of award funds by subrecipients. The recipient agrees to submit, upon request, documentation of its policies and procedures for monitoring of subawards under this award. 33 Use of program income Program income (as defined in the Part 200 Uniform Requirements) must be used in accordance with the provisions of the Part 200 Uniform Requirements. Program income earnings and expenditures both must be reported on the quarterly Federal Financial Report, SF 425. 34 Justice Information Sharing Information sharing projects funded under this award must comply with DOJ's Global Justice Information Sharing Initiative (Global)guidelines. The recipient (and any subrecipient at any tier) must conform to the Global Standards Package (GSP)and all constituent elements, where applicable, as described at: https://it.ojp.gov/gsp_grantcondition. The recipient (and any subrecipient at any tier) must document planned approaches to information sharing and describe compliance with the GSP and appropriate privacy policy that protects shared information, or provide detailed justification for why an alternative approach is recommended. 35 Avoidance of duplication of networks To avoid duplicating existing networks or IT systems in any initiatives funded by BJA for law enforcement information sharing systems which involve interstate connectivity between jurisdictions, such systems shall employ, to the extent possible, existing networks as the communication backbone to achieve interstate connectivity, unless the recipient can demonstrate to the satisfaction of BJA that this requirement would not be cost effective or would impair the functionality of an existing or proposed IT system. 36 Compliance with 28 C.F.R. Part 23 With respect to any information technology system funded or supported by funds under this award, the recipient (and any subrecipient at any tier) must comply with 28 C.F.R. Part 23, Criminal Intelligence Systems Operating Policies, if OJP determines this regulation to be applicable. Should OJP determine 28 C.F.R. Part 23 to be applicable, OJP may, at its discretion, perform audits of the system, as per the regulation. Should any violation of 28 C.F.R. Part 23 occur, the recipient may be fined as per 34 U.S.C. 10231(c)-(d). The recipient may not satisfy such a fine with federal funds. 37 Protection of human research subjects The recipient(and any subrecipient at any tier) must comply with the requirements of 28 C.F.R. Part 46 and all OJP policies and procedures regarding the protection of human research subjects, including obtainment of Institutional Review Board approval, if appropriate, and subject informed consent. 38 Confidentiality of data The recipient (and any subrecipient at any tier) must comply with all confidentiality requirements of 34 U.S.C. 10231 and 28 C.F.R. Part 22 that are applicable to collection, use, and revelation of data or information. The recipient further agrees, as a condition of award approval, to submit a Privacy Certificate that is in accord with requirements of 28 C.F.R. Part 22 and, in particular, 28 G.F.R. 22.23. 39 The award recipient agrees to participate in a data collection process measuring program outputs and outcomes. The data elements for this process will be outlined by the Office of Justice Programs. 40 The recipient agrees to cooperate with any assessments, national evaluation efforts, or information or data collection requests, including, but not limited to, the provision of any information required for the assessment or evaluation of any activities within this project. 41 Law enforcement task forces - required training Within 120 days of award acceptance, each current member of a law enforcement task force funded with award funds who is a task force commander, agency executive, task force officer, or other task force member of equivalent rank, must complete required online (internet-based)task force training. Additionally, all future task force members must complete this training once during the period of performance for this award, or once every four years if multiple OJP awards include this requirement. The required training is available free of charge online through the BJA-funded Center for Task Force Integrity and Leadership (www.ctfli.org). The training addresses task force effectiveness, as well as other key issues including privacy and civil liberties/rights, task force performance measurement, personnel selection, and task force oversight and accountability. If award funds are used to support a task force, the recipient must compile and maintain a task force personnel roster, along with course completion certificates. Additional information regarding the training is available through BJA's web site and the Center for Task Force Integrity and Leadership (www.ctfli.org). 42 Justification of consultant rate Approval of this award does not indicate approval of any consultant rate in excess of$650 per day. A detailed justification must be submitted to and approved by the OJP program office prior to obligation or expenditure of such funds. 43 The recipient understands that, in accepting this award, the Authorized Representative declares and certifies, among other things, that he or she possesses the requisite legal authority to accept the award on behalf of the recipient entity and, in so doing, accepts (or adopts)all material requirements that relate to conduct throughout the period of performance under this award. The recipient further understands, and agrees, that it will not assign anyone to the role of Authorized Representative during the period of performance under the award without first ensuring that the individual has the requisite legal authority. 44 Compliance with National Environmental Policy Act and related statutes Upon request, the recipient (and any subrecipient at any tier) must assist BJA in complying with the National Environmental Policy Act (NEPA), the National Historic Preservation Act, and other related federal environmental impact analyses requirements in the use of these award funds, either directly by the recipient or by a subrecipient. Accordingly, the recipient agrees to first determine if any of the following activities will be funded by the grant, prior to obligating funds for any of these purposes. If it is determined that any of the following activities will be funded by the award, the recipient agrees to contact BJA. The recipient understands that this condition applies to new activities as set out below, whether or not they are being specifically funded with these award funds. That is, as long as the activity is being conducted by the recipient, a subrecipient, or any third parry, and the activity needs to be undertaken in order to use these award funds, this condition must first be met. The activities covered by this condition are: a. New construction; b. Minor renovation or remodeling of a property located in an environmentally or historically sensitive area, including properties located within a 100-year flood plain, a wetland, or habitat for endangered species, or a property listed on or eligible for listing on the National Register of Historic Places; c. A renovation, lease, or any proposed use of a building or facility that will either(a)result in a change in its basic prior use or(b)significantly change its size; d. Implementation of a new program involving the use of chemicals other than chemicals that are (a) purchased as an incidental component of a funded activity and (b)traditionally used, for example, in office, household, recreational, or education environments; and e. Implementation of a program relating to clandestine methamphetamine laboratory operations, including the identification, seizure, or closure of clandestine methamphetamine laboratories. The recipient understands and agrees that complying with NEPA may require the preparation of an Environmental Assessment and/or an Environmental Impact Statement, as directed by BJA. The recipient further understands and agrees to the requirements for implementation of a Mitigation Plan, as detailed at https:Hbja.gov/Funding/nepa.html, for programs relating to methamphetamine laboratory operations. Application of This Condition to Recipient's Existing Programs or Activities: For any of the recipient's or its subrecipients' existing programs or activities that will be funded by these award funds, the recipient, upon specific request from BJA, agrees to cooperate with BJA in any preparation by BJA of a national or program environmental assessment of that funded program or activity. 45 Establishment of trust fund If award funds are being drawn down in advance, the recipient(or a subrecipient, with respect to a subaward) is required to establish a trust fund account. Recipients (and subrecipients) must maintain advance payments of federal awards in interest-bearing accounts, unless regulatory exclusions apply(2 C.F.R. 200.305(b)(8)). The trust fund, including any interest, may not be used to pay debts or expenses incurred by other activities beyond the scope of the Edward Byrne Memorial Justice Assistance Grant Program (JAG). The recipient also agrees to obligate the award funds in the trust fund (including any interest earned)during the period of performance for the award and expend within 90 days thereafter. Any unobligated or unexpended funds, including interest earned, must be returned to OJP at the time of closeout. 46 All State and Local JAG recipients must submit quarterly Federal Financial Reports (SF-425). Additionally, State JAG and Local JAG Category Two ($25K or more) must submit semi-annual performance reports through JustGrants and Local JAG Category One (Less than $25K) must submit annual performance reports through JustGrants. Consistent with the Department's responsibilities under the Government Performance and Results Act(GPRA) and the GPRA Modernization Act of 2010, the recipient must provide data that measure the results of its work. The recipient must submit quarterly performance metrics reports through BJA's Performance Measurement Tool (PMT)website (www.bjaperformancetools.org). For more detailed information on reporting and other JAG requirements, refer to the JAG reporting requirements webpage. Failure to submit required JAG reports by established deadlines may result in the freezing of grant funds and future High Risk designation. 47 Required data on law enforcement agency training Any law enforcement agency receiving direct or sub-awarded funding from this JAG award must submit quarterly accountability metrics data related to training that officers have received on the use of force, racial and ethnic bias, de-escalation of conflict, and constructive engagement with the public. 48 Expenditures prohibited without waiver No funds under this award may be expended on the purchase of items prohibited by the JAG program statute, unless, as set forth at 34 U.S.C. 10152, the BJA Director certifies that extraordinary and exigent circumstances exist, making such expenditures essential to the maintenance of public safety and good order. 49 Authorization to obligate (federal)award funds to reimburse certain project costs incurred on or after October 1, 2021 The recipient may obligate (federal) award funds only after the recipient makes a valid acceptance of the award. As of the first day of the period of performance for the award (October 1, 2021), however, the recipient may choose to incur project costs using non-federal funds, but any such project costs are incurred at the recipient's risk until, at a minimum-- (1)the recipient makes a valid acceptance of the award, and (2)all applicable withholding conditions are removed by OJP (via an Award Condition Modification (ACM)). (A withholding condition is a condition in the award document that precludes the recipient from obligating, expending, or drawing down all or a portion of the award funds until the condition is removed.) Except to the extent (if any)that an award condition expressly precludes reimbursement of project costs incurred "at-risk," if and when the recipient makes a valid acceptance of this award and OJP removes each applicable withholding condition through an Award Condition Modification (ACM), the recipient is authorized to obligate (federal)award funds to reimburse itself for project costs incurred "at-risk" earlier during the period of performance (such as project costs incurred prior to award acceptance or prior to removal of an applicable withholding condition), provided that those project costs otherwise are allowable costs under the award. 50 If award funds are used for DNA testing of evidentiary materials, any resulting eligible DNA profiles must be uploaded to the Combined DNA Index System ("CODIS,"the DNA database operated by the FBI) by a government DNA laboratory with access to CODIS. No profiles generated under this award may be entered or uploaded into any non-governmental DNA database without prior express written approval from BJA. Award funds may not be used for the purchase of DNA equipment and supplies unless the resulting DNA profiles may be accepted for entry into CODIS. Booking agencies should work with their state CODIS agency to ensure all requirements are met for participation in Rapid DNA(see National Rapid DNA Booking Operational Procedures Manual). Load more I have read and understand the information presented in this section of the Federal Award Instrument. Declaration and Certification to the U.S. Department of Justice as to Acceptance By checking the declaration and certification box below, I-- A. Declare to the U.S. Department of Justice (DOJ), under penalty of perjury, that I have authority to make this declaration and certification on behalf of the applicant. B. Certify to DOJ, under penalty of perjury, on behalf of myself and the applicant, to the best of my knowledge and belief, that the following are true as of the date of this award acceptance: (1) l have conducted or there was conducted (including by applicant's legal counsel as appropriate and made available to me)a diligent review of all terms and conditions of, and all supporting materials submitted in connection with, this award, including any assurances and certifications (including anything submitted in connection therewith by a person on behalf of the applicant before, after, or at the time of the application submission and any materials that accompany this acceptance and certification); and (2) 1 have the legal authority to accept this award on behalf of the applicant. C. Accept this award on behalf of the applicant. D. Declare the following to DOJ, under penalty of perjury, on behalf of myself and the applicant: (1) 1 understand that, in taking (or not taking)any action pursuant to this declaration and certification, DOJ will rely upon this declaration and certification as a material representation; and (2) 1 understand that any materially false, fictitious, or fraudulent information or statement in this declaration and certification (or concealment or omission of a material fact as to either) may be the subject of criminal prosecution (including under 18 U.S.C. §§ 1001 and/or 1621, and/or 34 U.S.C. §§ 10271-10273), and also may subject me and the applicant to civil penalties and administrative remedies under the federal False Claims Act (including under 31 U.S.C. §§ 3729-3730 and/or§§ 3801-3812) or otherwise. Agency Approval Title of Approving Official Deputy Assistant Attorney General Name of Approving Official Maureen Henneberg Signed Date And Time 12/13/22 8:43 AM IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17`h day of January 2023. No. 42537-011723. A RESOLUTION authorizing the acceptance of the Virginia Department of Transportation Local Revenue Sharing Funding for the Huntington Boulevard Curb, Gutter and Sidewalk Site 6 Project and authorizing the execution, and filing of appropriate documents to obtain such funds. BE IT RESOLVED by the Council of the City of Roanoke as follows: 1. The City of Roanoke hereby accepts the Virginia Department of Transportation Local Revenue Sharing Funding for the Huntington Boulevard Curb, Gutter and Sidewalk Site 6 Project funds in the total amount of$1,159,795, with a local match of$1,159,795. 2. The City Manager or his designee is hereby authorized to accept,execute,and file on behalf of the City of Roanoke any and all documents required to obtain such funding. All such documents to be approved as to form by the City Attorney. 3. The City Manager or his designee is further directed to furnish such additional information as may be required in connection with the acceptance of the foregoing funding or with such project. ATTEST: - City Clerk. IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42538-011723. AN ORDINANCE appropriating funding from the Commonwealth of Virginia Department of Transportation, amending and reordaining certain sections of the 2022- 2023 Capital Projects Fund Appropriations, and dispensing with the second reading by title of this ordinance. BE IT ORDAINED by the Council of the City of Roanoke that the following sections of the 2022-2023 Capital Projects Fund Appropriations be, and the same are hereby, amended and reordained to read and provide as follows: Appropriations Expenditures Approp. From State Grant Funds 08-530-9255-9007 $ 61,467 Revenues Huntington Boulevard Improvements (Birchwood to Oliver) 08-530-9255-9255 $ 61,467 Pursuant to the provisions of Section 12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk. ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Acceptance of Virginia Department of Transportation (VDOT) Local Revenue Sharing Funding for the Huntington Blvd Curb, Gutter and Sidewalk (Birchwood to Oliver) — Site 6 Project. Background: The pedestrian improvement project includes the installation of curb, gutter and sidewalk along with storm drain improvements in the Huntington Boulevard corridor from Birchwood Street to Oliver Drive. Considerations: In October 2017, the City applied for VDOT Local Revenue Sharing Funds for the Huntington Blvd Curb, Gutter and Sidewalk Improvements for FY2019 and FY2020. The award of the funds was delayed for approximately three years by the impact of the COVID 19 pandemic on the state's budgeting process. There is a 50150 local match requirement of $1,159,795. The local match will be funded from General Revenue and Bond Funds in Account 08-530-9255 (Huntington Blvd Improvements- Birchwood to Oliver). Recommended Action: Accept VDOT's award of$1,159,795 of Local Revenue Sharing funds. Authorize the City Manager or his designee to execute the VDOT Standard Project Administration Agreement for State-Aid Projects, Appendix A document, and Locally Administered State-Aid Agreement Appendix B — Special Funding Program Conditions and Requirements similar to the ones attached to this report. Such documents shall be in a form approved by the City Attorney. Authorize the City Manager to take such further actions and execute such further documents, approved as to form by the City Attorney, as may be necessary to obtain, accept, implement, administer, and use such funds identified above. Adopt the accompanying Budget Ordinance to establish revenue estimates for the funding sources identified above and appropriate funding in the 08-530-9255 - Huntington Boulevard Improvements (Birchwood to Oliver). Bob Cowell, City Manager Distribution: Council Appointed Officers Clarence G. Grier, Deputy City Manager Amelia C. Merchant, Deputy Director of Finance Ian Shaw, Acting Director of Public Works Luke Pugh, City Engineer 2 C3G _ N E VALLEY AVE o Y C, o y �s��li ad co w sT o C) ° ,; c cr Uj �, - o 0 gQHO �� O dQ MONTAGIlE Sl' � p> VAR c cc Bf21GHTtWELI �-" ��b33. CIS ST o � o � w a. U L \F p } m 76.. .atG N caD Locally Administered State-Aid Agreement Appendix B—Special Funding Program Conditions and Requirements Project Number LPC Local Government U000-128-479 118619 City of Roanoke SiTIART SCALE Administration of this Project, including but not limited to Project estimate, schedule and commitment to funding, is subject to the requirements established in the Commonwealth Transportation Board's (CTB's) most current Policy for Implementation of the SAL4RT SOLE Project Prioriti_ation Process, the applicable requirements of the Code of Virginia, and VDOT's applicable Instructional and h formational Alenroranda. Without limiting the foregoing, this Project has been selected through the Smart Scale (HB2) application and selection process and will remain in the Six-Year Improvement Plan as a funding priority unless certain conditions set forth in the CTB's most current Policy for Implementation of a Project Prioriti_ation Process arise. Pursuant to the CTB's Policy for Implementation of a Project Prioriti_ation Process, this Project will be re-scored and/or the funding decision re- evaluated if any of the following conditions apply: a change in the scope, an estimate increase, or a reduction in the locally/regionally leveraged funds. Applications may not be submitted in a subsequent SMART SCALE prioritization cycle to account for a cost increase on a previously selected project. This Project shall be initiated and at least a portion of the Project's programmed funds expended within one year of the budgeted year of allocation or funding may be subject to reprogramming to other projects selected through the prioritization process. In the event the Project is not advanced to the next phase of construction when requested by the CTB, the LOCALITY or the localities within the metropolitan planning organization may be required, pursuant to § 33.2-214 of the Code of Virginia, to reimburse the DEPARTMENT for all state and federal funds expended on the Project. Revenue Sharing This Project shall be administered in accordance with VDOT's most current Revenue Sharing Program Guidelines. Without limiting the foregoing, the Project shall be initiated such that at least a portion of the Revenue Sharing Funds are expended within one year of allocation. For any project that has not been initiated within one year, the CTB has the discretion to defer consideration of future allocations until the project moves forward. Further, if the Project has not been initiated within two fiscal years subsequent to the allocation of Revenue Sharing Funds, the Revenue Sharing OAG Reviewed 7/28/2022 1 Funds for the Project may be subject to deallocation from the Project at the discretion of the CTB. Economic Access This Project shall be administered in accordance with VDOT's most current Economic Development Access Program Guide. Airport Access This Project shall be administered in accordance with VDOT's most current Airport Access Program Guide. Recreational Access This Project shall be administered in accordance with VDOT's most current Recreational Access Program Guide.. Authorized Local Government Signature and Date Printed Name of Local Government OAG Reviewed 7/28/2022 2 STANDARD PROJECT ADMINISTRATION AGREEMENT State-aid Projects Project Number UPC Local Government U000-128-479 118619 __ —,_,_, Cid of Roanoke THIS AGREEMENT, is hereby made and effective the date of the last (latest) signature set forth below, by and between the CITY OF ROANOKE,VIRGINIA, hereinafter referred to as the LOCALITY and the Commonwealth of Virginia, Department of Transportation, hereinafter referred to as the DEPARTMENT. The DEPARTMENT and the LOCALITY are collectively referred to as the"Parties." WHEREAS, the LOCALITY has expressed its desire to administer the work described in Appendix A, and such work for each improvement shown in Appendix A is hereinafter referred to as the "Project;" and WHEREAS, the funds shown in Appendix A have been allocated to finance the Project and the funding currently allocated or proposed for the Project does not include Federal-aid Highway funds; and WHEREAS, the LOCALITY is committed to the development and delivery of the Project in an expeditious manner; and WHEREAS, the LOCALITY is responsible for administering the Project in accordance with DEPARTMENT guidelines, including the most current Localh,Administered Projects Afanual("LAP Manual"), and with the program specific requirements shown in Appendix B, based on the nature of the allocated funding for the Project as shown in the Appendix A. and WHEREAS, the LOCALITY's governing body has by resolution. demonstrated the LOCALITY'S commitment to provide local funding for the Project as contemplated by this Agreement and further, by resolution or otherwise, authorized its designee to execute this Agreement, and said authorizations are attached hereto. WHEREAS, the Parties have concurred in the LOCALITY's administration of all phases of work for the Project in accordance with applicable federal, state and local laws and regulations. NOW THEREFORE, in consideration of the mutual premises contained herein, the Parties hereto agree as follows: I. The representations, covenants and recitations set forth in the foregoing recitals are material to this Agreement and are hereby incorporated into and made a part of this Agreement as though they were fully set forth in this Section 1. 2. The LOCALITY shall: a. Be responsible for all activities necessary to complete the noted phase(s) of the Project as shown in Appendix A, except for activities, decisions, and approvals which are the 1 State Aid Project Administration Agreement Locality:City of Roanoke Project'Nnmber: U000-125-479. UPC 118619 responsibility of the DEPARTMENT, as expressly required by federal or state laws and regulations,or as otherwise agreed to, in writing, between the Parties. Every phase of the Project will be designed and constructed to meet or exceed current American Association of State Highway and Transportation Officials standards when the facilities are locally maintained and shall further comply with all supplementary standards established by the DEPARTMENT when the facilities are maintained by the DEPARTMENT. b. Meet all funding obligation and expenditure tinieline requirements in accordance with all applicable federal and state laws and regulations, all applicable Commonwealth Transportation Board and DEPARTMENT policies, and those additional requirements as identified in Appendices A and B to this Agreement. Noncompliance with this requirement may result in deallocation of the funding from the Project, rescission of state funding match, termination of this Agreement, or the DEPARTMENT denial of future requests to administer projects by the LOCALITY, all of which actions are at the discretion of the DEPARTMENT or as can be taken pursuant to applicable laws, regulations or policies. c. Administer the Project in accordance with the DEPARTMENT's most current LAP Manual and other guidelines applicable to Locally Administered Projects as published by the DEPARTMENT. d. Provide timely certification by a LOCALITY official of the LOCALITY'S compliance with applicable laws and regulations on the State Certification Form for State Funded Projects or in another manner as prescribed by the DEPARTMENT. e. Maintain accurate and complete records of the Project's development as required in the LAP Manual and any supplemental guidance and directives of the DEPARTMENT and retain documentation of all expenditures and make such information available for inspection or auditing by the DEPARTMENT upon request. Records and documentation for the Project shall be maintained for no less than three (3) years following the DEPARTMENT'S acceptance of the final voucher on the Project. f. At least quarterly, but no more frequently than monthly, submit invoices with supporting documentation to the DEPARTMENT in the form prescribed by the DEPARTMENT. The supporting documentation shall include copies of vendor and contractor invoices paid by the LOCALITY, an up-to-date Project summary and schedule, and a summary of all payment requests, payments and adjustments. A request for reimbursement shall be made within 90 days after any eligible project expenses are incurred by the LOCALITY. Reimbursement for eligible expenditures shall not exceed funds allocated each year for the Project by the Commonwealth Transportation Board in the Six Year Improvement Program. g. Reimburse the DEPARTMENT for all Project expenses incurred by the DEPARTMENT if, due to action or inaction of the LOCALITY, the Project becomes ineligible for state reimbursement, or in the event the reimbursement is required by the OAG Approved"28:2022 2 State Aid Project Administration AUreement Locality:City of Roanoke Project Number: U000-128-479_ UPC 118619 provisions of§ 33.2-214 or § 33.2-331 of the Code of Virginia (1950) as amended, or other applicable provisions of state law or regulations. h. On Projects that the LOCALITY is providing the required match to state funds,pay the DEPARTMENT the LOCALITY's match for eligible Project expenses incurred by the DEPARTMENT in the performance of activities set forth in paragraph 2.a. i. Administer the Project in accordance with all applicable federal, state, and local laws and regulations. Failure to fulfill legal obligations associated with the Project may result in forfeiture of state-aid reimbursements J. If legal services other than that provided by staff counsel are required in connection with condemnation proceedings associated with the acquisition of Right-of-Way, the LOCALITY will consult the DEPARTMENT to obtain an attorney from the list of outside counsel approved by the Office of the Attorney General. Costs associated with outside counsel services shall be reimbursable expenses of the Project. k. Provide, or have others provide, maintenance of the Project upon completion, unless otherwise agreed to by the DEPARTMENT. Where the Project results in physical construction, the LOCALITY will continue to operate and maintain the Project in accordance with the final constructed design as approved by the DEPARTMENT. The LOCALITY agrees that any modification of the approved design features, without the approval of the DEPARTMENT, may, at the discretion of the DEPARTMENT, result in restitution either physically or monetarily as determined by the DEPARTMENT. 3. The DEPARTMENT shall: a. Perform any actions and provide any decisions and approvals,within a reasonable time, which are the responsibility of the DEPARTMENT, as required by federal and state laws and regulations or as otherwise agreed to, in writing, between the parties. b. Upon receipt of the LOCALITY's invoices pursuant to paragraph 21, reimburse the LOCALITY the cost of eligible Project expenses, as described in Appendix A. Such reimbursements shall be payable by the DEPARTMENT within 30 days of an acceptable submission by the LOCALITY. c. Where applicable, submit invoices to the LOCALITY for the LOCALITY's share of eligible Project expenses incurred by the DEPARTMENT in the performance of activities pursuant to paragraph 2.a. and 3.a. d. Audit the LOCALITY's Project records and documentation as may be required to verify LOCALITY compliance with applicable laws and regulations. e. Upon LOCALITY'S request, make available to the LOCALITY guidelines to assist the Parties in carrying out responsibilities under this Agreement. OAG Approved?28.'2022 3 State Aid Project Administration Apreement Locality:City of Roanoke Project lNumber: U000-128-479_ UPC 118619 4. If designated by the DEPARTMENT, the LOCALITY is authorized to act as the DEPARTMENT's agent for the purpose of conducting survey work pursuant to § 33.2- 1011 of the Code of Virginia (1950), as amended. 5. Nothing in this Agreement shall obligate the Parties hereto to expend or provide any funds in excess of funds agreed upon in this Agreement or as shall have been included in an annual or other lawful appropriation. State and federal Project funding is limited to those identified in the Appendix A of this Agreement and is allocable only upon LOCALITY'S compliance with all requirements of this Agreement. In the event the cost of all or part of the Project is anticipated to exceed the allocation shown on Appendix A, the Parties agree to cooperate in seeking additional funding for the Project or to teniiinate the Project before Project costs exceed the allocated amount. Any requested increase in federal or state funding is subject to DEPARTMENT policy and procedures applicable to the funding source and is not guaranteed. 6. Nothing in this Agreement shall be construed as a waiver of the LOCALITY's or the Commonwealth of Virginia's sovereign immunity. 7. The Parties mutually agree and acknowledge, in entering this Agreement, that the individuals acting on behalf of the Parties are acting within the scope of their official authority and capacity and the Parties agree that neither Party will bring a suit or assert a claim against any official, officer, or employee of either Party, in their individual or personal capacity, for a breach or violation of the terms of this Agreement or to otherwise enforce the terms and conditions of this Agreement The foregoing notwithstanding, nothing in this subparagraph shall prevent the enforcement of the terms and conditions of this Agreement by or against either Party in a competent court of law. 8. The Parties mutually agree that no provision of this Agreement shall create in the public, or in any person or entity other than the Parties, rights as a third party beneficiary hereunder, or authorize any person or entity, not a party hereto, to maintain any action for, without limitation, personal injury, property damage, breach of contract, or return of money, or property, deposit(s), cancellation or forfeiture of bonds, financial instruments, pursuant to the terms of this Agreement or otherwise. Notwithstanding any other provision of this Agreement to the contrary, unless otherwise provided, the Parties agree that the LOCALITY or the DEPARTMENT shall not be bound by any agreements between either party and other persons or entities concerning any matter which is the subject of this Agreement, unless and until the LOCALITY or the DEPARTMENT has, in writing, received a true copy of such agreement(s) and has affirmatively agreed, in writing, to be bound by such Agreement. 9. This Agreement may be terminated by either Party upon 30 days advance written notice to the other Party. Eligible Project expenses incurred through the date of ternunation shall be reimbursed in accordance with paragraphs, 2.g., 21, and 3.b, subject to the limitations established in this Agreement and Appendix A. Upon termination and unless otherwise agreed to,the DEPARTMENT shall retain ownership of plans, specifications, and right of way for which state funds have been provided, unless all state funds provided for the OAG Approved 7'28'2022 4 State Aid Project Administration Agreement Locality-CitV of Roanoke Project Number: U400-128-479_ UPC 118619 Project have been reimbursed to the DEPARTMENT by the LOCALITY, in which case the LOCALITY will have ownership of the plans, specifications, and right of way. 10. Prior to any action pursuant to paragraphs 2.b or 2.h of this Agreement, the DEPARTMENT shall provide notice to the LOCALITY with a specific description of the LOCALITY'S breach of this Agreement. Upon receipt of a notice of breach. the LOCALITY will be provided the opportunity to cure such breach or to provide a plan to cure to the satisfaction to the DEPARTMENT. If, within sixty(60) days after receipt of the written notice of breach, the LOCALITY has neither cured the breach,nor is diligently pursuing a cure of the breach to the satisfaction of the DEPARTMENT, then upon receipt by the LOCALITY of a written notice from the DEPARTMENT stating that the breach has neither been cured, nor is the LOCALITY diligently pursuing a cure, the DEPARTMENT may exercise any remedies it may have under this Agreement or at law or in equity. 11. THE LOCALITY and DEPARTMENT acknowledge and agree that this Agreement has been prepared jointly by the Parties and shall be construed simply and in accordance with its fair meaning and not strictly for or against any Party. 12. THE LOCALITY and the DEPARTMENT further agree that should Federal-aid Highway funds be added to the Project, this Agreement is no longer applicable. The LOCALITY and the DEPARTMENT mutually agree that they shall then enter into a Standard Project Administration Agreement for Federal-aid Projects upon execution of which this Agreement shall be terminated. 13. THIS AGREEMENT, when properly executed, shall be binding upon both Parties, their successors, and assigns. 14. THIS AGREEMENT may be modified only in writing by mutual agreement of the Parties. The remainder of this page is BLANK OAG Approved 7`28'2022 5 State Aid Project Administration Agreement Locality:City of Roanoke Project`cumber: U000-128-479_ UPC 118614 IN WITNESS WHEREOF, each Party hereto has caused this Agreement to be executed by their duly authorized representatives, acknowledging and agreeing that any digital signature affixed hereto shall be considered as an original signature for all purposes and shall have the same force and effect as an original signature. CITY OF ROA_NOKE,VIRGINIA: Signature Date Title NOTE: The official signing for the LOCALITY must attach a certified copy of his or her authority to execute this Agreement. COMMONWEALTH OF VIRGINIA, DEPARTMENT OF TRANSPORTATION: Signature Date Cluef of Policy, Commonwealth of Virginia, Department of Transportation Attachments Appendix A(UPC 118619) Appendix B OAG Approved 7'28'2022 6 City of Roanoke Grant Details Form The submission of this form will aid in the effort of establishing Gear communication behveen the Grant Accountant and the Grant Manager as well as give an opportunity for a better understanding of each grant. R OA N O K c Required Information: Please provide answers below: 1. Grant Name Site 6(Birchwood to 2. Grant Award Number UPC 118619 3. Period of the Grant(Start and End Date)MM-DD-YY 11 1 _22 11 - 1 25 4. Total Amount 1.159,795.00 5. Are these State,Federal, Pass-Thru or Third Party Funds? State 6. Does this grant require Local Match or In-Kind Match? Yes 6A: If you answered yes to Question 6,what type of match is required? Local Match 6B: What percentage/amount is required? 11159,795.00 6C: Have you confirmed with the Department of Management and Budget as to which account the match will be coming from? Yes 6D: Which account will the match be coming from? 08-530-9255 You should not have an answer here until you have confirmed with Paul Workman. Please send proof of confirmation to the Grant Accountant that you have verified where the match will be coming from. 7. Have you sent the Award Document/Notice of Award Confirmation to the Grant Accountant? No (This is important in order to help facilitate the oversight and set up of this grant.) 8. Are there any reporting requirements for this grant? Yes 8A: Who is responsible for the reporting? Engineering Please add any additional comments here: Engineering will make quarterly reimbursement requests from VDOT and update the monthly project status in the VDOT Smart Portal web software. FOR DEPARTMENT OF FINANCE ONLY: 1 When is this grant going to council? — — --- — ---._._ . _- — - 2. When did you receive the necessary information listed above? _. ----- 3 Were you able to verify that the information above was accurate? 4 Initial and Date Completion Appendix A- Locally Administered Revision: original Pro ect DetailsPrepared Date: 8112/2022 UPC 118619----1 State Project A. 0000-128 479 CFL)A#: N!A Q Locality UEt#: NBFNAEXRHD76 Locality: Roanoke City Address: 215 Church Avenue, SW,Roanoke,VA 24011 FY19 RS Curb,Gutter&Sidewalk-Huntington Blvd Site 6. Installation of storm Work Description: drainage,curb and gutter,sidewalk,ADA facilities and asphalt overlay along Huntington Project Location Blvd NW from the intersection of Huntington Blvd/Birchwood St to the intersection of 24011-0016 (Zip+4) Huntin ton Blvd/Princeton Cir. Prot Points of Contac# Locality Project Manager VDOT Project Coordinator Name: James Nuckles Name: Jessie Nester Phone: 540-853-2953 Phone: 540-613-4115 Email: James.Nuckles@roanokeva.gov Email: Jessie.Nester@vdot.virginia_gov ect Esfifnates Preliminary Right of Way and En ineerin Utilities Construction Total Estimated Locality Pro ect Ex enses $0 $0 $2,545,404 $2,545,404 Estimated VDOT Project Oversight $1,500 $0 $5,000 $6500 , Estimated VDOT Project Services(Appendix C) $0 $0 $0 $0 Estimated Total Project Costs $1,500 $0 $2,550,404 $2,-$0 - 4 Financing Allocated Funds Type Allocated Funds Local% Max Reimbursement to Total Estimated Amount Participation Local Share Total Locality Reimbursement to Locality Revenue Sharing $2,319,590 50% $1,159,795 $1,159,795 Local Funds $232,314 100% $232,314 $0 Funding Totals $2;551,904 $1,392,109 $1,159,795 $1,153,295 Note-The funds order is not indicative of the actual spend order or funds on the project This Appendix A supersedes all previous versions signed by VDOT and the LOCALITY for the Project. Authorized Locality Official Date Authorized VDOT Official Date Title of Locality Official Title of VDOT Official This attachment is certified and made an official attachment to this document by the Parties to this Agreement. Updated June 2022 IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42539-011723. AN ORDINANCE appropriating funding from the Economic Development Authority for the City of Roanoke, amending and reordaining certain sections of the 2022- 2023 Grant Fund Appropriations, and dispensing with the second reading by title of this ordinance. BE IT ORDAINED by the Council of the City of Roanoke that the following sections of the 2022-2023 Grant Fund Appropriations be, and the same are hereby, amended and reordained to read and provide as follows: Appropriations Expenditures Fees for Professional Services 35-610-8500-2010 $ 125,000 City Manager Contingency 01-300-9410-2199 (50,000) Revenues EDA Portion VTCRC Wetlab and JLAB Grant 35-610-8500-8500 $ 75,000 Pursuant to the provisions of Section 12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk. _ ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Acceptance of funds from the Economic Development Authority of the City of Roanoke for Virginia Tech Corporate Research Center Wetlab and JLAB Go Virginia Application. Background: In September 2021, the Virginia Tech Corporate Research Center (CRC) submitted a proposal to Go Virginia seeking funds for the engineering and design work associated with the creation of wet and dry labs and a specific partnership with Johnson & Johnson' s JLAB program to address the shortage of wet and dry labs and to better serve the growing life sciences ecosystem. The grant award totaled $599,000.00 and covered a majority of the $1.1 million of expenses associated with the project. The remainder of these costs were to be covered by matches provided by project partners. As a partner in the project, the City of Roanoke (City) agreed to provide matching funds totaling $125,000 in support of the application. Of this amount, the City agreed to provide $50,000, while the Economic Development Authority of the City of Roanoke (EDA) voted on October 21, 2021 to provide the additional $75,000.00. On September 22, 2022, the CRC issued an invoice to the City seeking payment of the match funds in accordance with the Go Virginia grant application. The City intends to pay its $50,000.00 portion of this contract from the City Manager's Contingency Fund. In addition, the EDA is prepared to transfer $75,000.00 to the City for the remaining portion of the match requirement. Recommended Action: Adopt the attached budget ordinance to accept the amount of$75,000.00 from the EDA as its contribution toward the remaining amount of the CRC's Go Virginia grant application for engineering and design of creation of wet and dry labs and a specific partnership with Johnson & Johnson' s JLAB program to address the shortage of wet and dry labs and to better serve the growing life sciences ecosystem. Bob Cowell, City Manager Distribution: Council Appointed Officers W. Brent Robertson, Assistant City Manager/Director of Finance Marc B. Nelson, Director of Economic Development Amelia C. Merchant, Deputy Director of Finance Laura M. Carini, Senior Assistant City Attorney Bradley A. Boettcher, Innovation Administrator Virginia Tech Corporate Research Center Invoice 1715 Pratt Drive, Suite 1000 " Blacksburg, VA 24060 Date Invoice# (540) 961 - 3600 9/22/2022 80660 Bill To Remit To City of Roanoke Virginia Tech Corporate Research Center 215 Church Avenue, SW 1715 Pratt Drive Suite 364 Suite 1000 Roanoke,VA 24011 Blacksburg, VA 24060 Account# Terms Project ACH DRAFT Net 15 Days Item Qty Description Rate Amount Grant Funding City of Roanoke Matching,Contribution for the V I CRC; 125,000.00 125,000.00 Wctlab and JLAB GO Virginia Project Number 2 1-GOVA-021) Tota) $125,000.00 Payments/Credits $0.00 PLEASE;INDICATE TNF,INVOICE OR MONTII FOR WIIICII YOU ARE PAYING; Ba�anCe Due $125,000.00 O` IIERWISF,PAYMI;N"I'S WILL III: APPLIFI)TO THE OLUI:ST Olt"I�STANDIN(i IN VOIC1:. OFFICE OF THE CITY MANAGER ROANOKE September 30, 2021 Dr. Scott Tate, Associate Director Office of Economic Development, Virginia Tech 702 University City Boulevard Blacksburg, VA 24061 Re: VTCRC Wetlab and JLAB Go Virginia Application Dear Dr. Tate: The City of Roanoke (City) is pleased to provide this letter of support for the proposal to GO Virginia submitted by the Virginia Tech Corporate Research Center (VTCRQ, which will create new capacity for labs and a specific partnership with Johnson & Johnson's JLAB program to serve our growing life sciences ecosystem. The Roanoke-Blacksburg region is sorely lacking the necessary facilities to allow our commercial life sciences, material sciences and related companies to continue their critical translational studies. This project is a welcome effort to provide a flexible working environment for the ecosystem. Growth in life science capabilities is much needed in this area. In recent years, the City has worked closely with our community partners to strengthen the region's innovation ecosystem. Our efforts include serving as a founding partner and key funder for the Regional Acceleration and Mentoring Program (RAMP), providing financial and material support for the City's premier co-working space, Grandin CoLab, and launching "Roanoke Innovates," an initiative that promotes the City's innovation assets. To demonstrate its commitment to this application, the City and the Economic Development Authority for the City of Roanoke will contribute $12 5,000 toward VTCRC's efforts. We are also committed to serving in an advisory capacity on this program to help the VTCRC prepare and launch this new program. I firmly support the VTCRC's application to GO Virginia and strongly recommend this application as one that will provide the necessary resources to recruit, retain, and cultivate our growing biotech industry regionally. Since Robert S. C e ,Jr. City Manager IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17`"day of January 2023. No. 42540-011723. A RESOLUTION designating Census Tracts 6.01 and 6.02 in the City of Roanoke, Virginia as a Revitalization Area. BE IT RESOLVED by the Council for the City of Roanoke as follows: 1. Council hereby designates Census Tracts 6.01 and 6.02, located within the City of Roanoke, Virginia, as a Revitalization Area pursuant to Section § 36-55.30:2.A of the Code of Virginia(1950, as amended). 2. Specifically, Council finds that Census Tracts 6.01 and 6.02 are areas where the industrial, commercial or other economic development of such area will benefit the City,but such areas lack the housing needed to induce manufacturing, industrial, commercial, governmental, educational, entertainment, community development, healthcare or nonprofit enterprises or undertakings to locate or remain in such area. 3. Council further finds that private enterprise and investment are not reasonably expected, without assistance, to produce the construction or rehabilitation of decent, safe and sanitary housing and supporting facilities that will meet the needs of low and moderate income persons and families in such area. 4. Council finally finds that the designation of Census Tracts 6.01 and 6.02 as a Revitalization Area will induce other persons and families to live within such area and thereby create desirable economic mix of residents in such area. ATTEST: - City Clerk. -� "— ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Designation of Census Tracts 6.01 and 6.02 as a Revitalization Area. Background: Virginia's Low Income Housing Tax Credit program incentivizes the construction of new housing or revitalization of existing housing for low-income residents. Additional consideration is given to projects within areas that have a demonstrated need for housing development. Census Tracts 6.01 and 6.02 contain industrial centers and industrial corridors. However, the area, known as the Hollins/Wildwood planning area, lacks affordable housing units for the associated workforce in proximity to those employers. Designation of the area as a Revitalization Area would make any tax credit application in these Census tracts more competitive as additional points are awarded. Considerations: While this action is in response to a specific housing development, designation of these Census Tracts as a Revitalization Area would provide similar benefit to any developer participating in the Low Income Housing Tax Credit program and therefore could incentivize new housing development in the City. Recommended Action: Adopt the resolution. Bob Cowell, City Manager Distribution: Council Appointed Officials IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42541-011723. AN ORDINANCE to appropriate funding from the Commonwealth, federal and private grant for various educational programs, amending and re-ordaining certain sections of the 2022-2023 School Grant Fund Appropriations, and dispensing with the second reading by title of this ordinance. BE IT ORDAINED by the Council of the City of Roanoke that the following sections of the 2022-2023 School Grant Fund Appropriations be, and the same are hereby, amended and re-ordained to read and provide as follows: APPROPRIATIONS Original Budget Changes Requested Final Budget Purchased Services 302- 110- 0000- 1070- 134Q-61100- 43000- 9-09 $ 13,000.00 $ $ 13,000.00 Instructional Supplies 302- 110- 0000- 1070- 134Q-61100- 46614- 9-09 25,185.84 15,000.00 ;0;686 :840 Part-Time Professional 302- 120- 0000- 0400- 312S- 61100- 41128- 3-02 11,611.70 888.30 Social Security 302- 120- 0000- 0400- 312S- 61100- 42201- 3-02 888.30 $ 50,685.84 $ 15,000.00 $ 65,685.84 REVENUE Original Budget Changes Requested Final Budget Federal Grant Receipts 302- 000- 0000- 0000- 134Q-00000- 38013- 0-00 $ 38,185.84 $ 15,000.00 $ 53,185.84 State Grant Receipts 302- 000- 0000- 0000- 312S- 00000- 32718- 0-00 12,500.00 - 12,500.00 $ 50,685.84 15,000.00 $ 65,685.84 Pursuant to the provisions of Section 12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk Office of the School Board January 17, 2023 The Honorable Sherman P. Lea Sr., Mayor And members of Roanoke City Council Roanoke, Virginia 24011 Dear Mayor Lea and Members of Council: As a result of official School Board action on Tuesday, January 10, 2023, the Board respectfully requests that City Council approve the following appropriation requests: New Appropriations Award Virginia Department of Aging and Rehabilitative Services $12,500.00 Start on Success (SOS)Program Revised Appropriations Award Title I, Part D, Neglected and Delinquent 2020-21 $15,000.00 On behalf of the School Board, thank you for your consideration. Sincerely, p ,� Rita S. Huffinan, M.Ed. School Board Clerk PC: Tim Spencer Bob Cowell Amelia Merchant Cecelia Webb Maryna Mabes Erik Reinartsen(w/details) William Robertson Eli Jamison, Chairperson • Joyce Watkins, Vice Chairperson Mary "Franny" Apel • Diane Casola • Mark Cathey • Michael Cherry II • Natasha Saunders Rita Huffman, Clerk of the Board www.rcps.info p: (540)853.2381 f: (540)853.2951 P.O.Box 13145 Roanoke VA 24031 5101P P ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: A report of the Roanoke City School Board requesting appropriation of funds for various educational programs; and a report of the City Manager recommending that Council concur in the request. Donna Caldwell, Director of Accounting, Spokesperson. Background: As the result of official Roanoke City School Board action on Tuesday, January 10, 2023, the Board respectfully requests that City Council appropriate funding as outlined in this report. This program provides federal Title I, Part D Neglected and Delinquent funds to support literacy initiatives at the Roanoke Valley Juvenile Detention Center. This appropriation of $15,000 aligns the total with the revised award amount. This program will be fully reimbursed by federal funds in the amount of $53,186 and will end September 30, 2023. This is a continuing program. The Virginia Department of Aging and Rehabilitative Services (DARS) outlines the responsibilities of the Start on Success (SOS) program. The SOS program allows students with disabilities the opportunity to combine instruction in conjunction with work-based learning experiences and workplace readiness skills training to further discover abilities, career interests, and support needs in preparation for a career choice. The program will be fully reimbursed by state funds in the amount of$12,500 and will end June 30, 2023. This is a new award. Recommended Action: We recommend that Council concur with this report of the School Board and adopt the attached budget ordinance to establish revenue estimates and to appropriate funding as outlined. Bob Cowell, City Manager Distribution: Council Appointed Officers Verletta White, Superintendent, RCPS Chris Perkins, Chief Operations Officer, RCPS Kathleen M. Jackson, Chief Financial Officer, RCPS Amelia C. Merchant, Deputy Director of Finance CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Room 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 Clerk CMC E-mail: clerk@roanokeva.gov CECELIA T.WEBB,CMC City Clerk CECELIA F. Deputy City Clerk RUTH VISUETE PEREZ REVISED Assistant Deputy City Clerk January 30, 2023 Kevin Price General Manager Valley Metro P. O. Box 13247 Roanoke, Virginia 24032 Dear Mr. Price: Attached is a revised copy of Resolution No. 42542-011723 approving and affirming the action taken by the Greater Roanoke Transit Company (GRTC) d/b/a Valley Metro to implement Fare Free Transit Equity Day Service for Saturday, February 4, 2023; and authorizing the City Manager to take any necessary action to accomplish such fare, which measure was adopted by the Council of the City of Roanoke at its regular meeting held on Tuesday, January 17, 2023. Sincerely, If t Cecelia F. McCoy City Clerk c: Robert S. Cowell, Jr., Vice-President of Operations, GRTC Timothy R. Spencer, General Counsel, GRTC Laura M. Carini, Assistant General Counsel, GRTC Amelia C. Merchant, Treasurer, GRTC Troy A. Harmon, Municipal Auditor Ron Parker, Assistant General Manager, Valley Metro IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42542-011723. A RESOLUTION approving and affirming the action taken by the Greater Roanoke Transit Company (GRTC) d/b/a Valley Metro to implement Fare Free Transit Equity Day Service for Saturday, February 4, 2023; and authorizing the City Manager to take any necessary action to accomplish such fare. WHEREAS, on January 17, 2023, the GRTC Board of Directors approved and adopted Fare Free Transit Equity Day Service for Saturday, February 4, 2023; and WHEREAS, GRTC has requested that City Council approve and affirm such fare pursuant to Section 34-22(a) of the Code of the City of Roanoke (1979), as amended. THEREFORE, BE IT RESOLVED by the Council of the City of Roanoke as follows: 1. City Council hereby approves and affirms Fare Free Transit Equity Day Service for Saturday, February 4, 2023, as adopted by the GRTC Board of Directors on January 17, 2023. 2. The City Manager is hereby authorized to take any necessary action to accomplish such fare. 3. The City Clerk is directed to certify a copy of this Resolution to the General Manager of GRTC. ATTEST: City Clerk. Equity and Empowerment Advisory Board Recommendations and Responses Neighborhood Choice: Recommendation: The subcommittee is recommending that a pamphlet or booklet of resources in the areas of personal finance, housing counseling, down payment assistance, tax preparation assistance, homeownership programs. The booklet would feature the local agencies and organizations that provide these services along with their contact information. This can be a resource to be provided to members of communities that were impacted by redlining, so that they can be equipped with opportunities to improve their lives. Response: Planning will be hiring a principal planner to focus on housing. This position will take a deep and intentional approach to greenlining and housing. Acknowledgment to do better in advertising opportunities has taken place and future efforts are underway. Down Payment Assistant program is being development and will be underway soon. Neighborhood Choice: Recommendation: To provide greater access to these funding opportunities we recommend that the city staff provide training for community members on "How to write a proposal or respond to an RFP," this will help to demystify the process for citizens/small non-profit organizations that would like to participate in this process. For those not familiar with the grant writing process/applications the execution of grant funds as well reporting and monitoring, they may not consider applying for funding or share a concept that could become a funded program. Knowledge is key! There are solutions to our affordable housing challenges within our communities and neighborhoods. Providing this training could go a long way to bringing these solutions to the forefront. Response: Will update when action steps are underway Inclusive Culture: Recommendation: Preserve the civic engagement focus of Leadership College, Review the content of Leadership College, How the City functions Expand leadership skills, Resources should consider everyone: LGBTQ+, BIPOC, ability, etc., Include anti-racism training, Include Diversity, Equity, & Inclusion training, Content should be accessible to anyone no matter their educational background, Adjust the structure of Leadership College Response: • Leadership College is offered virtually and in person. • Most people who apply for leadership college are chosen to participate. • Changing the dates and times and/or offering multiple classes each week will be extremely difficult to structure, as there is only one person who leads these overall efforts. • The City has adopted a language access plan, which allows anyone who does not speak English to participate. • The City has recently started "My City Academy" which is similar to leadership college; however, there is a direct impact on refugees and immigrants. • iRoanoke App is currently being evaluated by Virginia Tech, Senior Design Staff, who are conducting a process improvement to improve the app and processes associated with it. • My City Academy developed partnerships and non-profits and outside organizations. Service Delivery: Recommendation: The City should develop a handout, approximately 5.5"x8.5" or 6"x9", for the 30 departments listed under "Government" on the City's website, plus the elected and appointed officials. The handout should include a brief description of each department and official with the primary phone number and email address. The handout should be distributed through libraries, recreation centers, neighborhood organizations, houses of worship, and other places likely to be visited by residents whose use of technology is limited. A significant number of residents who do not use email or the internet receive test messages on their cell phones. Currently, the only way to request test messages from the City on issues of interest is by registering on the City's website. The City should initiate a process for residents to request notifications by text message without going online. Response: The Guide to City Services has now been updated, which provides all this information, including council-appointed officials. The website has been updated and is easier to use. Star City Alerts, ways for residents to stay up-to- date in emergency alerts. Roanoke News Flashes can be delivered by text message. Service Delivery: Recommendation: The City of Roanoke should continue to pursue fulfilling its obligations regarding Infrastructure Investment Projects. 1 . City of Roanoke should continue to support a strong Infrastructure Investment Program which is the backbone of a healthy city leading to better economies and access to services for city residents. 2. City of Roanoke should continue to support an Infrastructure Investment Program that leads to sustainable developments and encourages residents to voice their opinions about infrastructure needs in a more favorable manner. 3. City of Roanoke should continue to stay current on changes in the industry. Exploring upcoming innovations as related to infrastructure investment projects and be willing to implement such changes for remaining relevant for future generations. 4. City of Roanoke should be focused on future needs, realizing that cities of the future are innovating, knowledge-based and modern in meeting the needs of growing populations. 5. City of Roanoke should consistently inform residents of Infrastructure Investment Projects on a quarterly basis. When a project is stalled or changes inform residents of such changes, example: Washington Park (Lower level) has been on-going for years no word about its completion date. Using newsletter, billboards etc., to inform residents. Response: Significant investments and target infrastructure projects are underway. Staff are exploring opportunities to share details of the work currently and soon-to- be underway. Trust: Recommendation: The Trust Committee recommends that the Citizen Review Committee responsible for reviewing and recommending funding to City Council for the City's Neighborhood Development Grants and Community Development Block Grants be appointed and/or selected by City Council or by a City staff member or division other than (1 ) the Community Resources Program Administrator ("Administrator"); (2) members of the Administrator's staff; and/or (3) individuals in the HUD Community Resources Division. Response: The City Manager now reviews and approves the Citizen Review panel for the Community Development Block Grants. The Neighborhood Development Grants have been moved to the City Manager's Office and the Neighborhood Services Coordinator is charged with implementation. Roanoke Neighborhood Alliance, council-appointed now reviews those applications. Trust: Recommendation: We recommend that the City of Roanoke support federal legislation renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building. A draft of such legislation was provided to Senator Tim Kaine, Senator Mark Warner, Representative Ben Cline, and Representative Morgan Griffith, in a letter seeking their sponsorship of same. The City of Roanoke can support this endeavor by passing a resolution in favor of renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building. The resolution would ideally outline why the Federal Building ought to be named for Mr. Lawson, i.e., his work as attorney for the Roanoke chapter of the NAACP and his legal efforts to put an end to segregation in Southwest Virginia, which unfortunately remained in place in the years following the U.S. Supreme Court's historic decision of Brown v. Board of Education. These efforts by Mr. Lawson required schools in Floyd County, Pulaski County, Grayson County, Roanoke County, Roanoke City, and Lynchburg to integrate. The resolution should also note that the Federal Building's current namesake, Richard H. Poff, has a much less favorable legacy. Mr. Poff signed the Declaration of Constitutional Principles, known informally as the Southern Manifesto, in opposition to racial integration of public places, and voted against the Civil Rights Acts of 1957, 1960, 1964, and 1968, as well as the Voting Rights Act of 1965. Finally, the resolution should request that our representatives in the United States Congress introduce and support legislation renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building. Response: Today - Council Action No formal recommendations from Break the Cycle of Poverty have been received by the board or city staff. GOOD NEWS ----COMMUNITY ANNOUNCEMENTS JANUARY 17, 2023 UPCOMING TAP EVENTS JANUARY 21 - "ENVISION YOUR VISION" YOUTH EVENT. AN AFTERNOON OF FUN AND CREATIVITY FOR MIDDLE AND HIGH SCHOOL STUDENTS. STUDENTS WILL GO HOME WITH THEIR OWN VISION BOARD DEDICATED TO THE SHORT-TERM AND LONG-TERM GOALS. IF INTERESTED, CALL 540/915-4512 OR EMAIL ADDRESS IS WHOLE.FAM ILY@TAPINTOHOPE.ORG ONGOING TAP EVENTS: ELEMENTARY YOUTH MENTORING PROGRAM - GRADES 3 - 5/EVERY TUESDAY AND 7AUt SD b\ Y DURING AFTERSCHOOL PROGRAMS. SESSIONS : SELF-LOVE, CONFLICT RESOLUTION, GOAL SETTING, EFFECTIVE COMMUNICATION. MIDDLE SCHOOL YOUTH MENTORING - EVERY MONDAY AND SATURDAY. SESSIONS FOCUS ON: SELF-LOVE, CONFLICT RESOLUTION,GOAL SETTING, CAREER EXPLORATION, BUILDING AN ENTREPRENEURIAL MINDSET. IF INTERESTED, CONTACT NICOLE ROSS AT 540/354-2212 OR EMAIL NICOLE AT NICOLE.ROSS TAPINTOHOPE.ORG AFRICAN AMERICAN STUDIES CLASS — OPEN TO THE GENERAL PUBLIC. CLASSES COVER HISTORY, COMMUNITY BONDING, CRITICAL THINKING AND LEADERSHIP SKILLS. CONTACT LATEEFAH TRENT AT LATEEFAH.TRENT TAPINTOHOPE.ORG FEBRUARY 1 — TAP FREE TAX CLINIC OPENS. THE CLINIC IS BY APPOINTMENT ONLY. IF NEEDING ADDITIONAL INFORMATION, CALL 540-283-4804 OR CHECK OUT THEIR WEBSITE: TAXHELP a@TAPINTOHOPE COLLEGE AND CAREER WORKSHOPS JANUARY 21 AND 28 FROM 12:00 NOON TO 2:00 M. AT THE GAINSBORO BRANCH LIBRARY DURING THE TWO-PART WORKSHOP,THERE WILL BE SPEAKERS FROM LOCAL COLLEGES ON HAND TO ASSIST TEENS ON HOW TO FILL OUT COLLEGE APPLICATIONS, HOW TO RESEARCH POST-HIGH SCHOOL OPTIONS; HOW TO OUTLINE A COLLEGE ESSAY OR RESUME AND MORE! FOR ADDITIONAL INFORMATION, PLEASE CALL 540/853-2540. FEEDING SOUTHWEST VIRGINIA'S COMMUNITY SOLUTION CENTER OFFERING A 12-WEEK COMMERICAL MEAL PRODUCTION TRAINING COURSE, AT NO COST TO STUDENTS PURSUING GAINFUL EMPLOYMENT IN THE FOOD SERVICE INDUSTRY. IF INTERESTED AND DESIRE ADDITIONAL INFORMATIN CONTACT STEPHEN NIAMKE, COMMUNITY SOLUTION CENTER DIRECTOR, AT 540/521-2242. CITY OF ROANOKE OFFICE OF THE CITY CLERK * 215 Church Avenue,S.W.,Room 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 E-mail: clerkr'roanokeva.gov CECELIA F.MCCOY,CMC CECELIA T.WEBB,CMC City Clerk Deputy City Clerk RUTH VISUETE PEREZ REVISED Assistant Deputy City Clerk January 30, 2023 Mac McCadden 2018 Carroll Avenue, N. W. Roanoke, Virginia 24017 Dear Mr. McCadden: Enclosed is a revised copy of Resolution No. 42543-011723 designating and renaming Kennedy Park to the Estelle H. McCadden Park, which measure was adopted by the Council of the City of Roanoke at its regular meeting held on Tuesday, January 17, 2023. Please see the corrected measures attached; the measure number was inadvertently transposed. I apologize for any inconvenience. Mrs. McCadden truly demonstrated her commitment to Roanoke's neighborhoods, as well as to the State of Virginia and Nation. Her work and fondness of the Northwest neighborhood will now be remembered by future generations. Sincerely, Cecelia F. McCoy City Clerk Enclosure c: Timothy Spencer, City Attorney IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42543-011723. A RESOLUTION designating and renaming Kennedy Park the Estelle H. McCadden Park. WHEREAS, Mrs. McCadden was a Roanoke treasure, neighborhood advocate, she co-founded and served as the President of the Melrose-Rugby Neighborhood Forum, Inc., and founded the Virginia State Neighborhood Conference; WHEREAS, Mrs. McCadden was passionate, expressive, adamant, youthful, and served as an advocate and activist for the future of the Roanoke communities; and WHEREAS, City Council is desirous of honoring the dedication of Estelle H. McCadden to the citizens and youth of the Roanoke Valley. THEREFORE, BE IT RESOLVED by the Council of the City of Roanoke as follows: 1. Kennedy Park is hereby designated and renamed the Estelle H. McCadden Park. 2. The City Manager is hereby authorized to cause this renaming to be noted with the installation of appropriate signs to indicate the name change of Kennedy Park to the Estelle H. McCadden Park. ATTEST: City Clerk. " CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Room 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 CECELIA F.MCCOV,CMC E-mail: clerkCroanokeva.gov City Clerk CECELIA T.WEBB,CMC Deputy City Clerk REVISED RUTH VISUETE PEREZ January 30, 2023 Assistant Deputy City Clerk Mr. John P. Fishwick, Jr., Attorney Fishwick & Associates, PLC 30 Franklin Road Suite 700 Roanoke, Virginia 24011 Dear Mr. Fishwick: Enclosed is a revised copy of Resolution No. 42544-011723 supporting federal legislation renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building; and requesting that our representatives in the United States Congress pass such legislation. This measure was adopted by the Council of the City of Roanoke at its regular meeting held on Tuesday, January 17, 2023. Please see the corrected measures attached; the measure number was inadvertently transposed. I apologize for any inconvenience. Renaming of the Richard H. Poff Federal Building would demonstrate a dedication to the principles of equality by honoring Mr. Lawson's work as an attorney for the Roanoke chapter of the NAACP and his legal efforts to put an end to segregation throughout Southwest Virginia. The members of Roanoke City Council unanimously support this action. Sincerely, Cecelia F. McCoy City Clerk Enclosure c: The Honorable Senator Mark R. Warner, 120 Luck Avenue, SW, Suite 108 Roanoke, VA 24011 The Honorable Senator Tim Kaine, 611 S. Jefferson Street, Suite 513, Roanoke, VA 24011 The Honorable Congressman Ben Cline, 10 Franklin Road, SE, Suite 510 Roanoke, VA 24011 The Honorable Congressman H. Morgan Griffith, 2202 Rayburn House Office Building, Washington, DC 20515 The Reverend Edward T. Burton, 440 Bluebell Lane, Apt. 304, Roanoke, VA 24012-2477 IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42544-011723. A RESOLUTION supporting federal legislation renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building; and requesting that our representatives in the United States Congress pass such legislation. WHEREAS, the Richard H. Poff Federal Building, located within the City of Roanoke, maintains several federal offices and courtrooms for the United States District Court for the Western District of Virginia; WHEREAS, it is important that our government and courts represent the best principles of fairness, equality and justice for all; WHEREAS, as a member of the United States Congress Richard H. Poff signed the Declaration of Constitutional Principles which opposed racial integration and voted against the Civil Rights Acts of 1957, 1960, 1964 and 1968, as well as the Voting Rights Act of 1965; WHEREAS, it is important that our public institutions represent the principles of equality and civil rights for all regardless of gender, race or ethnicity; WHEREAS, Reuben E. Lawson was a lawyer for the Roanoke chapter of the NAACP who actively worked to end segregation in Southwest Virginia and sought to enforce the legal precedent of Brown v. Board of Education to ensure that the schools in our region were fully integrated; WHEREAS, Reuben E. Lawson's life and career were dedicated to promoting the ideals of equality and inclusion; and WHEREAS, renaming of the Richard H. Poff Federal Building would demonstrate a dedication to the principles of equality by honoring Mr. Lawson's work as an attorney for the Roanoke chapter of the NAACP and his legal efforts to put an end to segregation throughout Southwest Virginia. THEREFORE, BE IT RESOLVED by the Council of the City of Roanoke as follows: 1 Council supports the renaming of the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building. 2. The City Clerk is directed to forward an attested copy of this Resolution to United States Senators Mark R. Warner and Tim Kaine as well as Representatives Ben Cline and Morgan Griffith of the United States Congress. ATTEST: 0,0j";, , V City Clerk. 79 ROANOKE CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Recommendation to adopt a resolution supporting federal legislation renaming the Richard H. Poff Federal Building Background: The Equity and Empowerment Advisory Board (EEAB), specifically the Trust Subcommittee, is recommending Council to adopt a resolution supporting federal legislation renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building; and requesting that our representatives in the United States Congress pass such legislation. On December 1, 2022, the Trust Subcommittee presented the EEAB with the recommendation to support federal legislation renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building; and requesting that our representatives in the United States Congress pass such legislation. On December 1, 2022, the EEAB accepted the recommendation. Considerations: City Council should support a RESOLUTION supporting federal legislation remaining the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building; and requesting that our representatives in the United States Congress pass such legislation. WHEREAS, the Richard H. Poff Federal Building, located within the City of Roanoke maintains several federal offices and courtrooms from the United States District Court for the Western District of Virginia; WHEREAS, it is important that our government and courts represent the best principles of fairness, equality and justice for all; WHEREAS, as a member of the United States Congress Richard H. Poff signed the Declaration of Constitutional Principles which opposed racial integration and voted against the Civil Rights Acts of 1957, 1960, 1964 and 1968, as well as Voting Rights Act of 1965; WHEREAS, it is important that our public institutions represent the principles of equality and civil rights for all regardless of gender, race or ethnicity; WHEREAS, Reuben E. Lawson was a layer for the Roanoke chapter of the NAACP who actively worked to end segregation in Southwest Virginia and sought to enforce the legal precedent of Brown v. Board of Education to ensure that the schools in our region were fully integrated; WHEREAS, Reuben E. Lawson's life and career were dedicated to promoting the ideals of equality and inclusion; and WHEREAS, renaming of the Richard H. Poff Federal Building would demonstrate a dedication to the principles of equality by honoring Mr. Lawson's work as an attorney for the Roanoke chapter of the NAACP and his legal efforts to put an end to segregation throughout Southwest Virginia. Recommended Action: Adopt the resolution. Bob Cowell, City Manager Distribution: Council Appointed Officers ROANOKE Equity and Empowerment Advisory Board Subcommittee Recommendation Date: 1112212022 Interwoven E uit Priorit : Trust Polic Number & Description: Policy Two: Lead community healing Action Item: Initiate community dialog onequity and community issues Overview: (100 words or less) This is a proposal to support federal legislation renaming the Richard H. Poff Federal Building to honor one of Roanoke's undeservedly forgotten legal titans: civil rights attorney Reuben E. Lawson. Mr. Lawson was an African American attorney who played a pivotal role in the civil rights movement in Southwest Virginia, including Roanoke. Mr. Poff, on the other hand, publicly opposed the desegregation of schools and other civil rights initiatives. A federal courthouse is where our citizens go to vindicate rights and it should be named after someone who reflected that principle. Mr. Lawson did just that. Recommendation: (500 words or less) We recommend that the City of Roanoke support federal legislation renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building. A draft of such legislation was provided to Senator Tim Kaine, Senator Mark Warner, Representative Ben Cline, and Representative Morgan Griffith, in a letter seeking their sponsorship of same. The City of Roanoke can support this endeavor by passing a resolution in favor of renaming the Richard H. Poff Federal Building to the Reuben E. Lawson Federal Building. The resolution would ideally outline why the Federal Building ought to be named for Mr. Lawson, i.e., his work as attorney for the Roanoke chapter of the NAACP and his legal efforts to put an end to segregation in Southwest Virginia, which unfortunately remained in place in the years following the U.S. Supreme Court's historic decision of Brown v. Board of Education. These efforts by Mr. Lawson required schools in Floyd County, Pulaski County, Grayson County, Roanoke County, Roanoke City, and Lynchburg to integrate. The resolution should also note that the Federal Building's current namesake, Richard H. Poff, has a much less favorable legacy. Mr. Poff signed the Declaration of Constitutional Principles, known informally as the Southern Manifesto, in opposition to racial integration of public places, and voted against the Civil Rights Acts of 1957, 1960, 1964, and 1968, as well as the Voting Rights Act of 1965. 1 IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42545-011723. AN ORDINANCE authorizing the proper City officials to execute an Economic Development Performance Agreement ("Performance Agreement') among the City of Roanoke, Virginia (the "City"), the Economic Development Authority of the City of Roanoke, Virginia (the "EDA"), and Riverdale Southeast, LLC, a Virginia limited liability company ("Riverdale"); authorizing the City Manager or his designee to take such actions and execute such documents as may be necessary to provide for the implementation, administration, and enforcement of such Performance Agreement; and dispensing with the second reading of this Ordinance by title. WHEREAS, Riverdale intends to invest, or cause to be invested, in excess of Fifty Million and 00/100 Dollars ($50,000,000.00) in connection with the development activities on those certain parcels collectively known as the Roanoke Industrial Center, being located at 1848 9th Street, 1912 91h Street, 0 Progress Drive, 1745 Progress Drive, and 1906 Progress Drive, and designated as Roanoke City Tax Map Numbers, 4170101, 4170104, 4250301, 4250303 and 4250305 as more fully set forth in the City Council Agenda Report dated January 17, 2023; WHEREAS, the City has determined to make available to the Authority Ten Million and No/100 Dollars ($10,000,000.00) as support to Riverdale, as defined in the Performance Agreement; and WHEREAS, the City and the EDA wish to encourage Riverdale in order to enhance and promote economic development within the City and the Roanoke Region. THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke as follows: 1 1. City Council hereby approves the terms of the Economic Development Performance Agreement among the City, the EDA, and Riverdale (the "Performance Agreement"), substantially in the form set forth in the attachment to the Agenda Report, which provides for certain undertakings and obligations by Riverdale, as well as certain undertakings by the City and the EDA. City Council further finds that the Performance Agreement will promote economic development within the City and the Roanoke Region and will be of economic benefit to the City and its citizens. 2. The City Manager or his designee is hereby authorized on behalf of the City to execute the Performance Agreement, upon certain terms and conditions as set forth in the Agenda Report. The Performance Agreement shall be substantially similar to the one attached to such Agenda Report and in a form approved by the City Attorney. The Performance Agreement will also be subject to the approval of the EDA. 3. The City Manager or his designee is further authorized to take such actions and execute such documents as may be necessary to provide for the implementation, administration, and enforcement of the Performance Agreement. Such other documents shall be in a form approved by the City Attorney. 4. Pursuant to the provisions of Section 12 of the City Charter, the second reading of this Ordinance by title is hereby dispensed with. ATTEST: City Clerk. 2 ;# CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Performance Agreement between the City of Roanoke, Economic Development Authority of the City of Roanoke and Riverdale Southeast, LLC, for development and redevelopment of property located at 1848 9`h Street, 1912 9`h Street, 0 Progress Drive, 1745 Progress Drive, and 1906 Progress Drive, S.E. Background: The City of Roanoke (City), the Economic Development Authority of the City of Roanoke (EDA), and Riverdale Southeast, LLC (Developer) request to enter into a performance agreement (Agreement) in connection with the development activities on parcels located at 1848 9th Street, 1912 9th Street, 0 Progress Drive, 1 745 Progress Drive, and 1906 Progress Drive (Tax Map Numbers, 4170101 , 4170104, 4250301 , 4250303 and 4250305, respectively), which are collectively known as the Property (also known as the Roanoke Industrial Center). Developer intends to invest, or cause to be invested, in excess of $50,000,000.00 (Development Amount) in connection with the development activities on a mixed-use development project, with related amenities, site improvements, and public infrastructure (Project) within 17 years following Developer's acquisition of the Property, the details of which are more specifically described in a document provided by the Owner and included in the Agreement as Exhibit B. In order to assist with development of the Project, Owner has requested a loan in the amount of $10 million from the City, to be serviced through the EDA. The City and EDA recognize development of the Project will require significant extraordinary costs, including, but not limited to: demolition of one or more of structures on the Property; removal of trash, debris, abandoned cars; discarded equipment and other unsightly conditions of the Property; designing and implementing a plan to deal with substantial flood plain issues; addressing environmental contamination due to the prior use of the Property; and improvements for public assets such as sidewalks, streets, curbs, gutters, stormwater drainage systems, or utilities including water, sanitary sewer, electric, gas, and telecommunications. The City and the EDA have also determined that the Project will promote economic development within the City and Roanoke Region, enhance public safety through the removal of trash and debris and further remediation of the Property, as described in the Agreement and will produce additional tax revenues, services, and benefits to the citizens of the City and Roanoke Region. As such, the City anticipates making $10,000,000.00 available to the EDA, as well as other incentives, as defined in the Agreement, in order for the EDA to fund the Loan and other incentives to Developer and other third parties under this Agreement. Considerations: The Agreement sets forth the obligations of Developer in order to qualify for and receive forgiveness of the Loan and to receive other incentives available from the EDA, including, but not limited to, the following terms: 1 . At the time of closing on the Property, Developer will enter into a Promissory Note in favor of the EDA, whereby Developer promises to repay the loan. Under the terms of the Agreement, such closing shall not occur prior to March 15, 2023. Owner must also acquire the Property by April 12, 2023. 2. In order to qualify for the incentives provided in the Agreement, Developer must first expend $1 ,800,000.00 in Project Costs, which are not to be included in the calculation of the Development Amount. Project costs must be spent on removal of trash, debris, abandoned cars, discarded equipment, and other items on specific Tax ID Parcels 4170101 and 41 70104. 3. At the time Developer has invested, or caused to be invested the Development Amount, Developer's total outstanding obligations under the note will be determined, with such obligations forgiven by the EDA over a ten-year period in an amount equal to one-tenth the Total Loan Amount per year. Such forgiveness will begin on the first day of January (January 1) followingthe year in ch investment of the Development Amount was achieved. Interest associated with such payments shall be forgiven, as well. 4. In addition to eligibility for loan forgiveness, Developer shall also be eligible for bi-annual rebate incentives on all tax revenues paid on the Property until the 171 anniversary of Developer's acquisition of the Property. 5. Developer shall also be eligible for any and all incentives available through the EDA via the City's Enterprise Zone Program, including Fa4ade Grants, Permit Fee Rebates, and Water/Fire/Sewer Hook Up Fees Grants. Recommended Action: Approve the terms of the Performance Agreement among the City, EDA, and Riverdale Southeast, LLC, as set forth in the attachment to this report, and determine that such Agreement will promote economic development within the City. Authorize the City Manager to execute such Performance Agreement among the City, EDA, and Riverdale Southeast, LLC, substantially similar to the one attached to this report, and to execute such other documents and to take such further actions as may be necessary to implement, administer, and enforce such Performance Agreement, with the form of such Agreement to be approved by the City Attorney. --------------------------- Robert S. Cowell, Jr. City Manager 2 Distribution: Council Appointed Officers W. Brent Robertson, Assistant City Manager for Community Development Laura M. Carini, Senior Assistant City Attorney Marc B. Nelson, Director of Economic Development Amelia C. Merchant, Deputy Director of Finance 3 PERFORMANCE AGREEMENT This Performance Agreement (the "Agreement") is dated as of January , 2023, by, between and among the City of Roanoke, Virginia, a municipal corporation (the "City"), the Economic Development Authority of the City of Roanoke, Virginia, an industrial development authority organized and existing under the laws of the Commonwealth of Virginia (the "Authority") and Riverdale Southeast, LLC, a Virginia limited liability company(the"Owner"). RECITALS R1. The Owner intends to invest,or cause to be invested,in excess of Fifty Million and 00/100 Dollars ($50,000,000.00) in connection with the development activities on those certain parcels collectively known as the Roanoke Industrial Center, being located at 1848 9th Street, 1912 91h Street, 0 Progress Drive, 1745 Progress Drive, and 1906 Progress Drive, and designated as Roanoke City Tax Map Numbers,4170101,4170104,4250301,4250303 and 4250305, more particularly described on Exhibit A attached hereto and incorporated herein (collectively, the "Property") as a mixed-use development project, with related amenities, site improvements,and public infrastructure(the"Project"). The Project is more specifically described in a separate document provided by the Owner that details the proposed development and other anticipated improvements, which document is attached hereto and incorporated herein as Exhibit B. R2. In connection with the Project,the Owner will acquire the Property as provided herein. R3. The City and the Authority recognize that the development of the Project will require significant extraordinary costs, including,but not limited to,the demolition of one or more of the buildings on the Property; the removal of trash, debris, abandoned cars, discarded equipment and other unsightly conditions of the Property; designing and implementing a plan to deal with substantial flood plain issues; addressing environmental contamination due to the prior use of the Property; and improvements for public assets such as sidewalks, streets, curbs, gutters, stormwater drainage systems, or utilities including water, sanitary sewer, electric, gas, and telecommunications. R4. The Owner has requested a loan in the amount of Ten Million and 00/100 Dollars ($10,000,000.00) from, and incentives through,the Authority, to assist with the Project. R5. The Authority is an authority existing under the provisions of the Industrial Development and Revenue Bond Act (the "Act"), Title 15.2, Chapter 49, Code of Virginia, 1950, as amended(the "Code of Virginia'). R6. The City has determined that it will make available certain funds to the Authority for the purpose of promoting economic development related to the Project and otherwise fulfilling the purposes of the Authority under the Act. R7. The City anticipates making Ten Million and No/100 Dollars ($10,000,000.00) available to the Authority,as well as other incentives,all as defined below,in order for the Authority 11 1587/13/00178275.DOCX;1 I 1 to fund the Loan and other incentives to the Owner and other third parties under this Agreement. R7. The Authority wishes to make certain funds available to the Owner, all as more fully set forth herein. R8. The City and the Authority have determined that: (i) the Project will promote economic development within the City and Roanoke Region; (ii) will enhance public safety through the removal of trash and debris as well as further remediation of the Property as described in this Agreement and (iii) the Project will produce additional tax revenues, services, and benefits to the citizens of the City and Roanoke Region. R9. The City and the Authority affirmatively find and state that the dominant or animating purpose for entering this Agreement is to serve the public health, safety, general welfare, and prosperity of the inhabitants of the Commonwealth of Virginia by promoting economic development, industry, and developing trade by inducing manufacturing, industrial, and commercial enterprises to locate in the City,as well as to promote safe housing,and benefit thereby the safety, health, welfare, and prosperity of the inhabitants of the City in accordance with the purposes of the Act. R10. The parties wish to reduce their understanding to writing. NOW, THEREFORE, the parties, in consideration of the promises and obligations contained herein,mutually agree as follows: ARTICLE I INCORPORATION OF RECITALS 1.1 The recitals stated above shall be part of this Agreement. ARTICLE II DEFINITIONS The terms defined in this Article II shall for all purposes of this Agreement have the meanings specified unless the context expressly or by necessary implication otherwise requires: 2.1 "Agreement"means this Performance Agreement by,between and among the City, the Authority, and the Owner, as amended, supplemented, or modified from time to time, and all amendments. 2.2 "Authority" shall mean the Economic Development Authority of the City of Roanoke, Virginia. 2.3 "City"means the City of Roanoke, Virginia. 111587/13/00178275.DOCX;1 } 2 2.4 "Closing Date" means a mutually agreeable date within ten (10) days following written notice from the Owner, provided that the notice may not be delivered prior to March 15, 2023. 2.5 "Development Amount" means the expenditure by the Owner, or any owner of an Acquired Property, as defined herein, of an amount, in the aggregate, in excess of Fifty Million and no/100 Dollars ($50,000,000.00) in connection with the acquisition and development of Project, or any portion thereof, within seventeen (17) years following the acquisition of the Property by the Owner. The Development Amount shall also include the expenditure by Industry Drive Partners,LLC, its successors or assigns,in connection with the development of the property designated as Roanoke Tax Map Number 4170106 (the "Adjacent Property"). The Development Amount does not include the Project Costs. 2.6 "Loan" means the Ten Million and No/100 Dollars ($10,000,000.00) loan by the Authority to the Owner. The Loan shall carry an interest rate of 2.5%per annum. 2.7 "Tax Revenues"means all real estate tax revenues the City receives from the Owner in connection with the Property covering the period beginning the date the Owner acquires the Property and terminating on the seventeenth (17th) anniversary of the acquisition date, except as otherwise set forth herein. 2.8 "Owner"means Riverdale Southeast, LLC. 2.9 "Project Costs" means the costs and expenses incurred by Owner totaling, in the aggregate, at least One Million Eight Hundred and No/100 Dollars ($1,800,000.00) in connection with the Property, including, but not limited to, the demolition of one or more of the buildings on the Property; the removal of trash, debris, abandoned cars, discarded equipment and other items on the Property; designing and implementing a plan to deal with substantial flood plain issues; addressing environmental contamination due to the prior use of the Property; costs related to removing and/or installing utilities, including water, sanitary sewer, electric, gas, and telecommunications; City development fees (Building Permit and Comprehensive Development Plan Review fees); certain costs associated with constructing water, fire, and/or sewer lines on the Property to the main public line. Project Costs are not to be included in the calculation of the Development Amount. Project Costs must first be spent on the removal of trash,debris,abandoned cars, discarded equipment and other items on the specific parcels 4170101 and 4170104. 2.10 "Property"means the land, buildings, and improvements located, or to be located, on the parcels of real property situated at 1848 9th Street, 1912 9th Street, 0 Progress Drive, 1745 Progress Drive, and 1906 Progress Drive, and designated as Roanoke City Tax Map Numbers, 4170101, 4170104, 4250301, 4250303 and 4250305. 2.11 "Tax Rebate Incentive Payments" shall mean Incentive Payments from the Authority to the Owner as provided herein. ARTICLE III LOAN FROM AUTHORITY TO OWNER 111587/13/00178275.DOCX;1 } 3 3.1 Loan. The Authority agrees to provide the Loan to the Owner subject to the terms and conditions set forth herein. 3.2 Transfer of Funds. The funds for the Loan will be transferred by the City to the credit of the Authority's accounts prior to the date of Closing. 3.2 Payment of the Loan.The Authority will fund the Loan to the Owner on the Closing Date. 3.3 Note and Guaranty. At Closing, the Owner shall enter into a note in favor of the Authority in substantially the form attached hereto as Exhibit C (the "Note") whereby the Owner promises to repay the Loan. The sole member of the Noteholder (the "Guarantor") shall execute a Guaranty Agreement in substantially the form attached hereto as Exhibit D (the"Guaranty"). At the time the Development Amount has been invested, or caused to be invested, the total outstanding obligations of the Owner under the Note shall be determined (the "Total Loan Amount") and the Total Loan Amount shall be forgiven by the EDA over the next ten (10) years in an amount equal to one-tenth the Total Loan Amount which forgiveness shall begin on the first day of January following the year in which the Development Amount has been invested and the first day of each year thereafter until the Total Loan Amount has been forgiven. In addition, all interest accrued in any given year based on the amount of the Total Loan Amount shall also be forgiven on the first day of January of the year after which the interest has accrued, provided that the EDA agrees, if requested by the Owner in writing, to accelerate the forgiveness of the Total Loan Amount in the amount requested by the Owner. The Owner may request acceleration of the forgiveness on more than one occasion. Notwithstanding the foregoing,on the first day of January following the date in which Project Costs have been invested by the Owner, the outstanding accrued but unpaid interest under the Note shall be deemed forgiven by the EDA. ARTICLE IV TAX REBATE INCENTIVE PAYMENTS 4.1 Calculation of Tax Rebate Incentive Pam. The Authority shall pay to the Owner the Tax Rebate Incentive Payments based solely on the Tax Revenues until the seventeenth (17th) anniversary of the Owner's acquisition of the Property. 4.2. Commencement of Tax Rebate Incentive Payment. Tax Rebate Incentive Payments shall commence at the time the first real estate tax payment is made by the Owner as provided in Section 4.3 below. 4.3. Timing of Payment. The Authority shall make a Tax Rebate Incentive Payment to the Owner two times during a calendar year as follows: an amount equal to any Tax Revenues received by the City from the Owner for the period beginning Jan 1St and ending June 30th and the period beginning July 1St and ending December 31St of a given calendar year shall be paid by the Authority to the Owner within sixty days following notification by the Owner to the City that payment of the Tax Revenues payment from Owner has been made,but no sooner than sixty days following the applicable the deadline on which the Tax Revenues are due and owing so long as the Authority has been apportioned the necessary funds from the City to make such payments. If (11587/13/00178275.DCCX;1 ) 4 any Tax Rebate Incentive Payment cannot be made as provided in the preceding sentence because the necessary funds from the City have not been made available to the Authority, all accrued but unpaid Tax Rebate Incentive Payments due to the Owner shall be paid in whole or in part within thirty (30) days following receipt of funds by the Authority from the City. The City agrees to promptly transfer to the Authority an amount equal to the Tax Revenues paid to the City by the Owner. The Authority shall have no obligation to make any Tax Rebate Incentive Payment for real estate taxes paid to the City after the seventeenth(17th)anniversary of the Owner's acquisition of the Property. 4.4. Eli ig bility for Tax Rebate Incentive Payments. In order to be eligible to receive any individual Tax Rebate Incentive Payments,the Owner must be current on all City taxes and shared state taxes(e.g., sales tax), and not in litigation or an administrative proceeding against the City or the City Commissioner of the Revenue challenging such taxes. Owner shall file all appropriate and applicable real estate taxes, other taxes, fees, and other tax forms or notices with the City, ensure it has received assessments from the City for all such taxes and fees, and Owner shall pay on time all such taxes and fees to the City and not claim any exemptions from real estate taxes or other taxes or fees for any periods of time for which Tax Rebate Incentive Payments are requested ARTICLE V REBATE OR GRANT OF FEES 5.1 Rebate or Grant of Fees.The City agrees that the Project is eligible for all Enterprise Zone incentives such as the Building Permit & Comprehensive Development Plan Review Fees Rebate and the Water, Fire, and Sewer Hookup Fees Grants. Owner, its successors and assigns, may seek and apply for Enterprise Zone One A incentives,as shown in the Economic Development Department webpage at: www.roanokeva.gov/85256A8DO062AF37/CurrentBaseLink/N254JQUW813LBASEN, as well as applicable tax benefits, exemptions, or abatement, the same as other entities within Enterprise Zone One A. ARTICLE VI OWNER'S OBLIGATIONS 6.1 Acquisition of the Property. The Owner shall acquire the Property on or before April 12, 2023, unless the closing is delayed to allow the seller time to cure any title defect or as otherwise may be permitted in the purchase agreement between Owner and the seller. 6.2 Investment of Development Amount. The Owner shall invest, or cause to be invested, in the aggregate, the Development Amount as provided in Section 2.4. The calculation of the amount invested, or cause to be invested, by the Owner and applied to the Development Amount shall include the amounts set forth below. 6.2.1 Any and all costs and expenses incurred by the Owner in connection with the development of the Project and those incurred by Industry Drive Partners, LLC, its successors or assigns,in connection with the development of the Adjacent Property,which costs and expenses include, but are not limited to, construction costs, surveying and {11587/13/00178275.DOCX;1 } 5 subdivision costs, engineering costs, consulting fees, master planning fees, salvage and clean-up costs, environmental testing and remediation costs,but specifically excluding the Loan, the Project Costs, and all amounts reimbursed, granted, or rebated to the Owner pursuant to this Performance Agreement. 6.2.2 The amount by which the assessed value of any portion of the Property acquired by a third party (the"Acquired Property") increases above the tax assessed value of the Acquired Property at the time the Owner took title to the same. The calculation of such increase shall be determined by subtracting the prorata assessed value of the Acquired Property at the time the Owner acquired the Property, which prorata assessed value shall be determined by Owner's accountant and provided to the EDA,from the new tax assessed value of the Acquired Property following the sale. 6.2.3 The amount reflected on a building permit or other filing by the Owner to develop all or a portion of the Property or reflected on a building permit or other filing with the City in connection with the development of any Acquired Property. Such amount will be added to the Development Amount once the development associated with the building permit has been completed. 6.2.4 At the 12-year anniversary of Owner acquiring the Property, the Owner shall invest, or cause to be invested, in the aggregate $25,000,000.00 ("Intermediate Performance Amount"). If Owner fails to achieve the Intermediate Performance Amount, the Owner will no longer be eligible for the Tax Rebate Incentive Payments, unless the Roanoke City Council waives such nonperformance. When the Owner achieves the Intermediate Performance Amount, Owner may request in writing forgiveness of fifty percent (50%) of the Total Loan Amount obligations of the Owner under the Note. The 50% forgiveness of the Total Loan Amount will be forgiven at a rate of 1/10 of such 50% of the Total Loan Amount beginning on the 1 st day of January of the year following the request by Owner to begin the forgiveness and continuing the 1St day of January each year thereafter for a period of ten (10) years. Any such nonperformance of the Intermediate Performance Amount does not represent an Event of Default under Article VII. Should owner subsequently achieve the investment goal of $50,000,000.00, then Owner may request in writing full forgiveness of the Total Loan Amount in accordance with Paragraph 3.3 of this Agreement. 6.3 Use of Loan Proceeds. The Loan proceeds may only be used by the Owner solely for costs associated with the Project. 6.4 Use of Local Contractors and Lenders. Owner agrees, to the extent economically feasible,to use of local contractors from Roanoke and the surrounding areas.. Owner further agrees to offer local lenders the opportunity to provide funding in connection with the Project. 6.5 Subdivision of the Property. The City and the Authority acknowledge and agree that the Owner may subdivide the Property into two or more parcels to facilitate the development of the Project. (I 1587/13/00178275.DOCX;1 } 6 ARTICLE VII EVENTS OF DEFAULT 7.1 Events of Default. The occurrence of any of the following events shall constitute an Event of Default under this Agreement: 7.1.1 The Owner shall fail to make any timely payment of real estate tax, other taxes, or fees owed to the City in connection with the Project, provided that, in the Event of Default, Owner shall receive written notice of such Event of Default and the opportunity to cure the same within ten(10) days after the notice of same is given to Owner. 7.1.2 The Owner shall breach or fail to perform any other term, covenant, warranty or agreement herein and such default shall continue for thirty (30) days after written notice thereof has been given to the Owner by the Authority or the City, provided in the event the reasonable time to cure the default will take more than thirty(30)days,the Owner shall not be in default if the Owner begins to cure the default within the initial thirty (30) day period and diligently proceeds to cure the default thereafter. 7.1.3 The Owner shall (i) voluntarily commence any proceeding or file any petition seeking relief under Title 11 of the United States Code or any other federal, state or foreign bankruptcy, insolvency or similar law, (ii) consent to the institution of, or fail to controvert in a timely and appropriate manner, any such proceeding or the filing of any such petition, (iii) apply for or consent to the appointment of a receiver,trustee, custodian, sequestrator or similar official for it or for a substantial part of its property, (iv) file an answer admitting the material allegations of a petition filed against it in any such proceeding, (v)make a general assignment for the benefit of creditors, (vi)become unable, admit in writing its inability or fail generally to pay its debts as they become due, or (vii) with respect to the Owner, take partnership action for the purpose of effecting any of the foregoing. 7.1.4 An involuntary proceeding shall be commenced or an involuntary petition shall be filed in a court of competent jurisdiction seeking (i) relief in respect of the Owner or of a substantial part of its property,under Title 11 of the United States Bankruptcy Code or any other federal, state or foreign bankruptcy, insolvency or similar law, (ii) the appointment of a receiver,trustee, custodian, sequestrator or similar official for the Owner or for a substantial part of its property or (iii) the winding-up or liquidation of the Owner and such proceeding or petition shall continue un-dismissed for sixty(60)days or an order or decree approving or ordering any of the foregoing shall continue unstayed and in effect for thirty (30) days. 7.2 Remedies. Upon the occurrence of an Event of Default, following any applicable cure period,the Authority may,without notice to the Owner,terminate this Agreement whereupon all obligations of the Authority and the City hereunder shall end, provided that the City and the Authority agree that the Owner shall have no obligation to repay the Loan as long as the Owner has invested, or caused to be invested, the Development Amount. In the event the Owner has not invested,or caused to be invested,the Development Amount at the time of termination,the Owner (I 1587/13/00178275.DOCX;1 ) 7 shall repay the Authority an amount equal to (i) the earned interest on the Loan and (ii) the outstanding balance of the Loan multiplied by a fraction,the numerator of which is the difference between $50,000,000.00 and the total amount invested by the Owner, or caused to be invested by the Owner, pursuant to Section 6.2 hereinabove prior to the termination date and the denominator is $50,000,000.00. The balance of the Loan,after payment by the Owner of the amounts provided in the preceding sentence, shall be forgiven by the Authority. Any earned interest received by the Authority will be returned to the City. The provisions of this Section are in addition to any other rights the Authority may have under this Agreement. Notwithstanding the foregoing, in lieu of repaying the amounts owed on the Loan as provided in this Section 7.2, the Owner may request that the EDA accept title to the Property, excluding all Acquired Property. If the EDA agrees to the Owner's request, in its sole determination, the Owner shall execute and deliver a general warranty deed to the EDA transferring the remainder of the Property and the parties agree that the consideration paid shall be deemed the outstanding principal and interest balance owed under the Loan as of the date of the transfer. The EDA may assign this right to the City in which case the City will take title to such remainder of the Property. ARTICLE VIII ADDITIONAL PROVISIONS 8.1 Reports to the Authority and City. During the term of this Agreement, the Owner agrees to report to and provide the Authority and the City the total costs and expenses incurred by Owner on an annual basis and to provide appropriate documentation to support such costs and expenses, if requested. The City and Authority, and their authorized employees, agents, and/or representatives, shall have reasonable access to and the right to examine, copy, and/or audit any of such materials. It is agreed that the Authority and the City may accept a certification from the Owner's accountant as satisfactory evidence of the amounts spent by the Owner in connection with the Project. Any information related to costs and expenses for the Project provided to the Authority or the City pursuant to this agreement shall be deemed to be proprietary and confidential information and will be held in confidence by the City and the Authority to extent allowed by the Virginia Freedom of Information Act, Title 2.2, Chapter 37, Code of Virginia. 8.2 Compliance With Laws. The Owner agrees to comply with all applicable federal, state,and local laws,rules,and regulations,including,but not limited to,obtaining a City business license, if applicable. 8.3 Merger. This Agreement and its Exhibits and other instruments implementing its requirements are intended to be read together as one and the same instrument so as to accomplish the Project as contemplated. However, in the event the provisions of this Performance Agreement are to be implemented by other instruments required hereby, e.g., the Exhibits hereto, such implementing agreement shall control to the extent of any inconsistency, except that the purpose of such instrument may be shown by reference to this Performance Agreement. 8.4 Not a Pledge of Full Faith and Credit. Any obligation of the City to pay, set aside, or otherwise appropriate funds for the performance of this Agreement shall be construed to be subject to appropriation, and shall not be construed to be general obligations of the City in derogation or subject to Article VII § 10(b) of the Virginia Constitution. THE OBLIGATIONS (I 1587/13/00178275.DOCX;1 ) 8 OF THE AUTHORITY UNDER THIS AGREEMENT ARE NOT GENERAL OBLIGATIONS OF THE AUTHORITY BUT ARE LIMITED OBLIGATIONS PAYABLE SOLELY FROM, AND TO BE PERFORMED SOLELY TO THE EXTENT OF, THE REVENUES AND RECEIPTS DERIVED BY THE AUTHORITY FROM THE CITY PURSUANT TO THIS AGREEMENT OR THE RELATED LOAN AGREEMENT. THE OBLIGATIONS OF THE AUTHORITY AND THE CITY HEREUNDER SHALL NOT BE CONSTRUED OR DEEMED TO CONSTITUTE A PLEDGE OF THE FAITH AND CREDIT OF THE COMMONWEALTH OF VIRGINIA OR ANY POLITICAL SUBDIVISION THEREOF, INCLUDING THE AUTHORITY AND THE CITY. 8.5 No Covenants of Officials. No provision of this Agreement shall be deemed a covenant, agreement, or obligation of any present or future, director, officer, employee, or agent of the Authority,the City, or the Owner(except to the extent memorialized in a guaranty or other instrument) in their individual capacity, and neither City officials nor directors of the Authority nor members of the Owner nor any officer, employee, or agent thereof executing this Agreement or any related instrument shall be liable personally on this Agreement or on such instrument or be subject to any personal liability by reason of the execution and delivery thereof. No director, officer, employee, or agent of the Authority or the City shall incur any personal liability with respect to any other action taken by them pursuant to this Agreement or the Industrial Development and Revenue Bond Act or any of the transactions contemplated hereby or thereby, provided they act in good faith. 8.6 Sovereign Immunity; No Consequential Damages. No provision herein shall be construed as a waiver of the sovereign immunity of the City or the Authority. The Parties also agree to waive all claims against one another for any consequential damages that may arise out of or relate to this Agreement. The Parties, each for themselves, agree to waive consequential damages including, but not limited to, loss of use of the Property, any rental expenses incurred, loss of income, profit, or financing, business, costs of overhead and expenses, whether relating to the Property or to other business, or loss of reputation. The provisions of this Section also apply to the termination of this Agreement, and will survive such termination. 8.7 Attorney's Fees. In the event it becomes necessary for a party to this Agreement to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then all parties shall bear their own costs and the American Rule shall apply, unless specifically stated elsewhere in this Agreement. 8.8 Cooperation.Each party agrees to cooperate with the others in a reasonable manner to carry out the intent and purpose of this Agreement. 8.9 Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement,which shall continue in full force and effect. The parties intend the remaining provisions of this Agreement be enforced to the fullest extent permitted by applicable law. 111587/13/00178275.DOCX;l } 9 8.10 Authority To Sign. The persons who have executed this Agreement on behalf of the parties represent and warrant they are duly authorized to execute this Agreement on behalf of their respective entity. 8.11 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. 8.12 Successors. The terms, conditions, provisions and undertakings of this Agreement shall be binding upon and inure to the benefit of each of the parties and their respective successors and assigns. 8.13 Responsibility of the Parties. To the extent permitted by applicable law, each party to this Agreement will be responsible for the actions, inactions, or violations of its officers, employees, and agents in connection with the Project or the Property, and the activities provided for in this Agreement. 8.14 Forum Selection And Choice Law. By virtue of entering into this Agreement, Owner agrees and submits itself to the jurisdiction of the Virginia State courts for the City of Roanoke, Virginia, and further agrees this Agreement is controlled by the laws of the Commonwealth of Virginia,with the exception of Virginia's choice of law provisions which shall not apply; and all claims,disputes,and other matters shall be decided only by such court according to the laws of the Commonwealth of Virginia. 8.15 Assignment.Each Party agrees not to assign or transfer any part of the Party's rights or obligations under this Agreement without the prior written consent of the other Party, which consent shall not be unreasonably withheld,and any such assignment shall not relieve the assigning Party from any of its obligations under this Agreement. 8.16 Disputes. Prior to the initiation of any litigation,the parties agree to seek to resolve any and all claims, disputes, and other matters utilizing mediation in accordance with the dispute provisions provided in this Section. 8.16.1 If a dispute arises out of or relates to this Agreement, or a claimed breach of this Agreement, the parties first to try in good faith to resolve the dispute through negotiation among the parties and by nonbinding mediation. In the event of any such dispute,a party may give the other parties a written description of the dispute and the relief requested. The parties shall promptly attempt to resolve the dispute by negotiation involving senior managers. If the dispute is not promptly resolved by negotiation,any party may demand in writing that all of the parties involved in the dispute participate in a formal mediation presided over by a third-party neutral mediator. If the parties cannot agree on a mediator, then McCammon Mediation Group, 6641 West Broad Street, Richmond, Virginia 23230, or its successor, shall have the power to select the mediator. The parties shall share in the cost of the mediation proceedings equally. (11587/13/00178275.DOCX;1 ) 10 8.16.2 If mediation is unsuccessful, the parties shall be free to initiate litigation or take such other action as they deem appropriate. However, no party shall initiate any litigation or action against any other party to this Agreement with respect to the performance or enforcement of this Agreement without first complying with the dispute resolution provisions of this Section except for the sole and limited purpose of tolling a statute of limitations or similar laws that would otherwise impair a party's legal rights, or for enforcing this Section. 8.17 Nonwaiver. Each party agrees that any party's waiver or failure to enforce or require performance of any term or condition of this Agreement or any party's waiver of any particular breach of this Agreement by any other party extends to that instance only. Such waiver or failure is not and shall not be a waiver of any of the terms or conditions of this Agreement or a waiver of any other breaches of the Agreement by any party and does not bar the nondefaulting party from requiring the defaulting party to comply with all the terms and conditions of this Agreement and does not bar the nondefaulting party from asserting any and all rights and/or remedies it has or might have against the defaulting party under this Agreement by law. 8.18 Captions and Headings. The section captions and headings are for convenience and reference purposes and shall not affect in any way the meaning or interpretation of this Agreement. 8.19 Easements. Owner promises and agrees to grant and dedicate to the City, without charge, all reasonably necessary easements on the Property for the construction of public utility or storm drain improvements needed for or benefiting the Project or surrounding areas. 8.20 Notices.All notices hereunder must be in writing and shall be deemed validly given if sent by hand delivery, certified mail, return receipt requested, by a nationally recognized overnight courier or via email (any notice sent via email shall also be sent by first class mail), addressed as follows (or any other address the party to be notified may have designated to the sender by like notice): If to City,to: City of Roanoke, ATTN: City Manager 364 Noel C. Taylor Municipal Building 215 Church Avenue, S.W. Roanoke, Virginia 24011 Tel: 540-853-2333 Email: citymgr@roanokeva.gov With a copy to: City of Roanoke Department of Economic Development ATTN: Economic Development Director 117 Church Avenue, S.W. Roanoke, Virginia 24011 Tel: 540-853-2715 Email: econdevl@roanokeva.gov {11587/13/00178275.DOCX;1 } 11 If to Authority, to: Chair, Economic Development Authority of the City of Roanoke, Virginia c/o Roanoke City Department of Economic Development 117 Church Avenue S.W. Roanoke, VA 24011 Tel: 540-853-2715 Email: econdevl@roanokeva.gov With a copy to: Harwell M. Darby, Jr., Esquire Glenn, Feldmann, Darby& Goodlatte 37 Campbell Avenue, S.W. Roanoke, VA 24011 Tel: 540.224.8006 Email: hdarby@glennfeldmann.com If to Owner, to: Riverdale Southeast, LLC 611 Jefferson Street, SW, Unit 9 Roanoke, VA 24011 c/o Matt Clark Tel: 540-293-1506 Email: matt.clark@yourcityspace.com With a copy to: C. Cooper Youell, IV Whitlow& Youell,PLC 28A Kirk Avenue, SW Roanoke,VA 24011 Tel: 540-904-7836 Email: cyouell@whitlowyouell.com Notice shall be deemed delivered upon receipt or refusal of acceptance. 8.21 Force Majeure. A delay in or failure of performance by any party shall not constitute a default,nor shall Owner,the City or Authority be held liable for loss or damage, or be in breach of this Agreement, if and to the extent that such delay, failure, loss or damage is caused by an occurrence beyond the reasonable control of such party and its agents, employees, contractors, subcontractors and consultants, which results from Acts of God or the public enemy, compliance with any order of or request of any governmental authority or person authorized to act therefore, acts of declared or undeclared war, public disorders, rebellion, sabotage, revolution, earthquake, floods, riots, strikes, labor or employment difficulties, delays in transportation, inability of party to obtain necessary materials or equipment or permits due to existing or future laws, rules, or regulations of governmental authorities or any other causes, whether direct or indirect, and which by the exercise of reasonable diligence said party is unable to prevent; provided,however,that Owner's lack of funds shall not be deemed to be a reason beyond Owner's reasonable control. The Parties shall promptly inform and consult with each other as to any of the above causes which in their judgment may or could be the cause of a delay in the performance of 111587/13/00178275.DOCX;1 1 12 this Agreement. For purposes of this Agreement,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. 8.22 Time. Time is of the essence in the performance of the Parties' respective obligations in this Agreement. 8.23 Construction. The Parties acknowledge that each Party and its counsel have reviewed and revised this Agreement and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this Agreement or any amendments or exhibits hereto. 8.24 Faith Based Organizations. Pursuant to Virginia Code Section 2.2.4343.1, be advised that the City and Authority do not discriminate against faith-based organizations. 8.25 Compliance With Laws, Regulations, And Immigration. Owner agrees to comply with all federal, state, and local laws, rules, regulations, or ordinances that affect or otherwise apply to the transactions contemplated by this Agreement, including all licensing requirements. Owner further agrees that Owner does not, and shall not, during the performance of this Agreement,knowingly employ an unauthorized alien as defined in the federal Immigration Reform and Control Act of 1986. 8.26 Appropriation of Funds. All obligations or funding to be undertaken by the City in connection with this Agreement are subject to the availability of funds and the appropriation of such funds by City Council as may be necessary for such obligations or funding. The City Manager shall include funding for the City's obligations under this Agreement in each annual budget proposed by the City Manager. If any such funding is not approved, withdrawn, or otherwise not made available for this Agreement, with the result that City is unable to perform its obligations under this Agreement, City shall provide Owner with written notice of such unavailability of funding. 8.27 In the event Edward B. Walker ("Walker"), the manager of the Owner, becomes disabled, his attorney-in-fact or other designated representatives shall engage and provide for the compensation of one or more parties on behalf of the Owner to carry out the duties and obligations of the Owner under this Performance Agreement. The Owner shall promptly notify the City and the EDA in the event Walker becomes disabled. In the event of the death of Walker, the trustee of his trust or the executor of his estate, as applicable, shall engage and provide for compensation of one or more parties on behalf of the Owner to carry out the duties and obligations of the Owner under the Performance Agreement. Walker shall instruct all his representatives in the event of his disability or death to take reasonable steps to keep the City and the EDA updated on matters related to the redevelopment of the Property. The City and the EDA agree that in the event of death or disability of Walker, the Owner may assign its right, duties and obligations under the Agreement {11587/13/00178275.DOCX;1 } 13 to a third party subject to the prior written approval of the City and the EDA, which approval shall not be unreasonably withheld, conditioned or delayed. 8.28 Entire Agreement. This Agreement, together with any Exhibits, attachments, and referenced items, constitutes the entire agreement of the parties and supersedes all prior agreements between the parties. No amendment to this Agreement shall be valid unless made in writing and signed by the appropriate parties. [REMAINDER OF PAGE LEFT BLANK— SIGNATURE PAGE FOLLOWS] (11587/13/00178275.DOCX;1 ) 14 IN WITNESS WHEREOF, the parties have executed this Agreement by their authorized representatives. CITY OF ROANOKE, VIRGINIA By: Robert S. Cowell, Jr., City Manager ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF ROANOKE, VIRGINIA By: Braxton Naff, Chair OWNER: RIVERDALE SOUTHEAST , LLC By: Print Name: Title: Approved as to Form: Approved as to Execution: City Attorney City Attorney Approved as to Form: Approved as to Execution: Counsel for EDA Counsel for EDA Authorized by Roanoke City Ordinance No. 111587/13/00178275.DOCX;1 ) 15 Exhibit A All of the following parcels or tracts of land, lying and being in the City of Roanoke, Commonwealth of Virginia, and more particularly described as follows, to-wit: PARCEL A: Tax ID 4170101 All that certain tract, shown as TRACT 2A(TOTAL),containing an aggregate of 59.1881 acres, more or less, which is comprised of a tract containing 51.8598 acres (corners 8 through 57 to A through K to 8), a tract containing 5.3677 acres (corners 60 through 70 to 60), a tract containing 1.3396 acres (corners 71 through 77 to 71), and a tract containing 0.6210 of an acre (corners 78- 84 to 78), all as more fully shown on plat of subdivision entitled "Plat Showing The Re- Subdivision Of Tax #4170101 Being Part Of TRACT 2 (65.0910 AC.) (TOTAL FROM RECORDS) (City Plan #3058) Property Of INDUSTRIAL DEVELOPMENT & INVESTMENT CO. D.B. 100, PG. 382, D.B. 1252, PG. 475, And Creating Hereon TRACT 2A (59.1881 AC.) (Total — From Records) & TRACT 2B (5.9029 AC.) Situated At #1912 9th Street SE. Roanoke City, Virginia", dated December 11, 2012, prepared by Larry Thomas Ogle, Jr., L.S. of Lumsden Associates, P.C., and recorded in the Clerk's Office of the Circuit Court for the City of Roanoke, Virginia, as Instrument Number 120013062. SUBJECT TO, however, those certain easements conveyed to Price On Industry, LLC by Deed dated December 13, 2012, recorded in the aforesaid Clerk's Office as Instrument No. 120013219 and as further shown on the aforesaid plat of subdivision recorded as Instrument No. 120013062. BEING a portion of that property conveyed to Industrial Development and Investment Co., a partnership,by Deed from American Viscose Corporation,a Delaware Corporation,dated July 28, 1961 recorded in the Clerk's Office of the Circuit Court for the City of Roanoke,Virginia, in Deed Book 1100, Page 382. PARCEL B: Tax ID 4170104 TRACT 1, containing 2.569 acres, as more fully shown on plat of subdivision entitled "Plat of Survey for ROANOKE INDUSTRIAL CENTER 84.443 Acres Being Subdivided Creating 2 New Tracts TRACT 12.569 &TRACT 2 81.874 Acres The City of Roanoke, Virginia", made by Kyle D. Austin, L.S. of Mattern & Craig, dated December 28, 1987, recorded in the Clerk's Office of the Circuit Court of the City of Roanoke, Virginia, in Map Book 1, Pages 703-705. BEING a portion of that property conveyed to Industrial Development and Investment Co., a partnership,by Deed from American Viscose Corporation,a Delaware Corporation,dated July 28, 1961 recorded in the Clerk's Office of the Circuit Court for the City of Roanoke,Virginia, in Deed Book 1100, Page 382. PARCEL C: Tax ID 4250301 (11587/13/00178275.DOCX;l ) 16 TRACT "C-2A1", containing 20.0901 acres, as more fully shown on plat of subdivision entitled "Plat Showing The Re-Subdivision & Combination of Tax #4250301 TRACT "C-2A" (21.1979 AC.) (Plat Instrument 4130008049) Property Of INDUSTRIAL DEVELOPMENT & INVESTMENT CO. D.B. 1307, PG. 492 And Tax #4240104 TRACT `B" (2.0019 AC.) (Plat Instrument#130008049) Property Of CHEM-SOLV, INC. D.B. 1643, PG. 1565 Creating Hereon TRACT "C-2A1" (20.0901 AC.) TRACT "B-1" (3.1097 AC.) Situated At #1745 Progress Dr., SE. Roanoke, Virginia", dated October 4, 2017, prepared by Larry Thomas Ogle, Jr., L.S. of Lumsden Associates, P.C., and recorded in the Clerk's Office of the Circuit Court for the City of Roanoke, Virginia, as Instrument No. 170013059. SUBJECT TO, however, that certain thirty (30) foot easement for ingress and egress across the subject property,to and from the public street and the tract adjoining to the north, known as Tract "C-2A"(21.1979 Ac.), as further described in Deed dated July 17, 2013, recorded in the aforesaid Clerk's Office as Instrument No. 130008748 and more fully shown on the aforesaid plat recorded as Instrument No. 170013059. BEING a portion of that property conveyed to IDICO,a partnership,by Deed dated March 1, 1972 from Morton Honeyman and Leonard G. Muse, Trustees, recorded in the Clerk's Office of the Circuit Court for the City of Roanoke,Virginia,in Deed Book 1307,Page 492. Said Deed corrected August 26, 1980 to correct the name of the Grantee partnership to Industrial Development and Investment Co.,as set forth in Deed of Correction recorded in the aforesaid Clerk's Office in Deed Book 1457, Page 158. PARCEL D: Tax ID 4250303 BEGINNING at a point on the easterly side of Progress Drive, S.E. (60 feet wide), said point being in the line of property previously conveyed to Davis H. Elliot Company,Incorporated(Deed Book 1458,page 1368);thence leaving same and running with the easterly side of Progress Drive, S.E., N. 130 50' 50" E. 200.00 feet to a point;thence leaving said Progress Drive, S.E., S. 78° 04' 30" E. 478.07 feet to the approximate center of Roanoke River; thence running up said river with the approximate center of same S. 35° 30'W. 218.09 feet to a point, a corner to the property conveyed to Davis H. Elliot Company, Incorporated in the approximate center of Roanoke River; thence with said Elliot line and leaving Roanoke River N. 78° 04' 30" W. 397.55 feet to the point of BEGINNING, containing 2.009 acres, more or less, and being a portion of Tract 3, division of American Viscose Corp. BEING the same property conveyed to Industrial Development & Investment Co., a partnership, by Deed from Davis H. Elliot Company, Incorporated, dated June 20, 1997 and recorded in the Clerk's Office of the Circuit Court for the City of Roanoke City, Virginia, in Deed Book 1795, Page 1828. PARCEL E: Tax ID 4250305 Beginning at Corner #1, an iron pin found, said point being the northwesterly corner of Tax #4250303, property of Industrial Development and Investment Company, Deed Book 1795, Page 1828, said point also located on the easterly right-of-way of Progress Drive, SE; thence leaving 111587/13/00178275.DOcx;1 ) 17 Industrial Development and Investment Company and with Progress Drive, SE, for the following 2 courses; N 13° 50' 50" E, 48.04 feet to Corner #2, an iron pin found; thence N 11° 55' 30" E, 51.99 feet to Corner A, an iron pin set, said point located on the easterly boundary of New Tract C-2,property of Industrial Development and Investment Company;thence leaving Progress Drive and with the easterly boundary of New Tract C-2, for the following 5 courses, S 78° 04' 30" 13, 226.27 feet to Corner B, an iron pin set; thence N 23° 31' 36" E, 702.85 feet to Corner C, an iron pin set; thence N 13° 12' 17" E, 288.52 feet to Corner D, an iron pin set; thence N 24° 46' 16" E, 615.40 feet to Corner E, an iron pin set;thence S 78° 05'49" B, 385.66 feet to Corner F, said point located in approximate center of Roanoke River, also said point located on the westerly boundary of City of Roanoke Tax Number 4340102; thence leaving New Tract C-2 and with the City of Roanoke for the following 2 courses, S 16° 00' 00" W, 567.92 feet to Corner 25; thence N 21' 15' 00" W, 528.00 feet to Corner 26, said point being the northwesterly corner of property of City of Roanoke, Tax#4350701; thence continuing with City of Roanoke, S 41° 50' 00" E, 3 04.00 feet to Corner 27; thence S 35° 00' 00" W, 355.74 feet to Corner 28, said point being the northeasterly corner of property of Industrial Development and Investment Company, Deed Book 1795, Page 1828, Tax#4250303;thence leaving the City of Roanoke and with Industrial Development,N 78° 04' 30" W, 478.39 feet to Corner 1, the place of BEGINNING and containing 16.186 acres; and, BEING designated as New Tract C-1, containing 16.168 acres, as further shown on plat of subdivision entitled"PLAT SHOWING THE SUBDIVISION OF THE REMAINING ACREAGE OF TRACT "C" (66.32 AC.) (M.B. 1, Pg. 1083-84), PROPERTY OF INDUSTRIAL DEVELOPMENT & INVESTMENT COMPANY (IDICO) CREATING HEREON NEW TRACT C-1 (16.186 AC.)AND NEW TRACT C-2 (50.13 AC. FROM RECORDS), SITUATED ALONG PROGRESS DRIVE, ROANOKE, VIRGINIA", dated January 23, 2003, prepared by Vincent K. Lumsden, L.S. of Lumsden Associates, P.C., recorded in the Clerk's Office of the Circuit Court for the City of Roanoke,Virginia in Map Book 1, Page 2697. BEING the same property conveyed to Riverdale Development, LLC, a Virginia limited liability company, by Deed from Industrial Development and Investment Company, a Virginia general partnership,dated May 13, 2004 and recorded in the Clerk's Office of the Circuit Court of the City of Roanoke, Virginia, as Instrument No. 040018871. (11587/13/00178275.DOCX;1 ) 18 Exhibit B LETTER OF INTENT In an effort to further facilitate the continued development of the Riverdale Project the City of Roanoke ("City"), a municipal corporation and Riverdale Southeast, LLC ("Riverdale"), a Virginia limited liability company, do hereby document to the following as a way of documenting and outlining potential actions that may be taken by the City and Riverdale. Informational and Background Summary Riverdale Southeast,LLC intends to invest in a$60+million dollar public/private partnership with the City to improve, reclaim and redevelop a 75+acre, legacy industrial parcel that since 1962 has been known as the Roanoke Industrial Center. Historically, the area was referred to as Riverdale, and that is the name of the Project("Riverdale Project")moving forward. The Riverdale Project, which is the largest assembly of unrehabilitated historic buildings in the region, will create the Riverdale District, a mixed-use redevelopment destination that focuses not only on its best legacy industrial tenants but also on transformational community objectives including enhanced education,entrepreneurship,health,tourism, sports,outdoors,arts and culture, housing, and commercial spaces. The site is "hidden in plain view" in a central location in Southeast Roanoke, at the foot of Mill Mountain. The Project is adjacent to the Roanoke River and Greenway,convenient to the Parkway and Interstate, and near the intersection of 9th Street and Riverland Road (State Route 116). The site is approximately 1 mile from Carilion Roanoke Memorial Hospital and the Riverside Medical and Research Complex (and medical school) on Jefferson Street. The site is approximately 1.5 miles from downtown Roanoke. The Riverdale Project is an opportunity to create an entirely new neighborhood village that is adjacent to some of Roanoke's most significant natural and economic assets. The property on which the Riverdale Project sits is well positioned to serve as a valuable, new neighborhood and commercial center and to create a housing, commercial, health, lifestyle, and industrial hub. Riverdale intends to directly support positive growth in the Southeast quadrant of the City which has been negatively pressured in many ways for many decades, yet it is home to schools, businesses, and hundreds of families and hundreds of millions of dollars of tax base. The multi-year Riverdale Project is intended to create wage growth and hundreds of jobs, greatly increase the City's tax base, and catalyze private investment exceeding $50 million dollars within 15 years. This pathway to transformational progress is well proven in the City's redevelopment over the last 20 years - including Riverside Carilion, Downtown, West End, Grandin Village, Wasena, and many others. The total economic investment of these projects exceeds $500 million dollars and significantly greater total economic impact. {11587/13/00178275.DOCX;1 } 19 The economic impact of the redevelopment occurs in several sequential/concurrent phases: Reclamation&Planning,Pre-Construction,and Construction. Over many years some phases will run in parallel, as priorities and triage become clearer from research, ideation and feasibility study. Reclamation& Planning will begin in the second quarter of 2023. By 12/31/23 a master planning process will conclude in which public input will be gathered and various redevelopment scenarios will be explored so that the project plan can have maximum vitality, contribution to the City. The subsequent phases will feature not only new construction projects but also historic rehabilitation construction of existing structures. During this process, the existing businesses in Riverdale that are accretive to the vitality and productivity of the district will be encouraged to continue their operations as part of the Riverdale Project. Prospective Flood Remediation and Further Public Works Investment It is understood and acknowledged that for Riverdale to reach its full mixed-use development, additional and significant public investment will be required to cover the substantial costs, including, but not limited to, flood and environmental remediation, extraordinary site conditions (foundations, smoke stacks, tunnels), utility issues (modernization), roads, curbs, sidewalk, stormwater, historic lighting, trees, and beautification. The exact scope of this multi-million dollar investment is very difficult to ascertain at the outset and thereby cannot be detailed in this agreement. The City agrees to work cooperatively with Riverdale to access any and all applicable local, state, and/or federal funds to address these future expenses. The City will cooperate with Riverdale to enable Riverdale to obtain all available governmental and non-governmental funding sources to assist with the Project, including but not limited to VEDP,EPA,FEMA,DEQ,and VDOT. In cooperation with Riverdale,the City intends to identify its best staff resources to assist in the creation of simplified and speedy administrative processes,creativity,collaboration,including but not limited to planning,plan review, subdivision, permitting etc. For the Riverdale Project to be a successful project,the public/private partnership requires high-functioning teamwork, collaboration, cooperation, commitment and patience. Creation of the Riverdale District Development Incentives It is understood and acknowledged that redevelopment in the Riverdale Project features some extremely challenging development hurdles. In order to facilitate progress in the Riverdale Project over a faster time frame, the City intends to create the Riverdale District which will provide tax abatement incentives for future development and will feature more favorable mixed-use zoning similar to historic downtown with respect to the highest levels of flexibility and lowest levels of requirements and administrative burden. The program is intended to resolve the economic development challenges related to flood risk, flood insurance costs, etc. Such tax abatement incentives are anticipated to include a fifteen year tax cap, along with all other incentives that are normally available including dollar-for-dollar consideration of flood insurance premiums. The City may amend its tax ordinance to create a special tax district for the Riverdale Project and the (I 1587/13/00178275.DOCX;1 ) 20 Property. Such special tax district will provide for a 100% reduction of additional real estate tax based on the value of the improvements to the property for 15 years after the improvements are completed. Riverdale acquires the Property. The City agrees that the Riverdale Project is eligible for Enterprise Zone incentives such as the Building Permit & Comprehensive Development Plan Review Fees Rebate and the Water, Fire, and Sewer Hookup Fees Grants. Owner, its successors and assigns,may seek and apply for Enterprise Zone One A incentives,as shown in the Economic Development Department webpage as well as applicable tax benefits, exemptions, or abatement, the same as other entities within Enterprise Zone One A. Access and Lease of Adjacent City Land In order to facilitate any new construction projects along and adjacent to 9th street, Riverdale can explore the possibility of leasing these two sites: Property owned by the City of Roanoke described as Official Tax Map No. 4170101 R and 4170401 R. {11587/13/00178275.DOCX;1 } 21 Exhibit C Form of the Promissory Note ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF ROANOKE, VIRGINIA $10,000,000.00 NOTE RIVERDALE SOUTHEAST, LLC For Value Received, Riverdale Southeast, LLC (the "Maker"), promises to pay to the ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF ROANOKE, VIRGINIA (the "Noteholder"), the principal sum of Ten Million and No/100 Dollars ($10,000,000.00), together with interest payable at the rate of two and one-half percent (2.5%)per annum. The loan evidenced by this Note is being made in connection with that certain Performance Agreement between the Noteholder, the Maker, and the City of Roanoke, Virginia, dated as of , 2023 (the "Performance Agreement"). Capitalized terms set forth in this Note and not defined in this Note shall have the meaning ascribed to such terms in the Performance Agreement. Interest owed under this Note shall be simple interest and shall only be paid on the outstanding principal balance from time to time. Interest shall be due and payable as provided in the Performance Agreement. Principal on the loan evidenced hereby shall be forgiven, and this Note returned to the Maker, upon the terms and conditions set forth in the Performance Agreement. If the Maker fails to satisfy its obligations under the Performance Agreement,the amounts owed by the Maker under this Note shall be repaid in accordance with the terms set forth in the Performance Agreement. The payment described above shall be made payable to the Economic Development Authority of the City of Roanoke, Virginia, c/o Roanoke City Department of Economic Development, 117 Church Avenue S.W., Roanoke, Virginia 24011, or such other place as the Noteholder may designate in writing. Notices to the Noteholder may also be given at this address. 111587/13/00178275.DOCX;1 1 22 All payments received by the Noteholder on account of this Note may be first applied to accrued interest and the residue to reduction of principal, or to other debts due and payable to the Noteholder, in the sole discretion of the Noteholder. In the event that any sum due under this Note is not paid when due and remains unpaid for a period of fifteen(15) days after written notice is sent stating that any of the parties hereto shall be in default in the performance of any of the covenants, terms or conditions of the instrument securing the indebtedness evidenced hereby, then the entire principal amount outstanding hereunder and accrued interest thereon shall at once become due and payable at the option of the Noteholder, subject to the terms and conditions of the Performance Agreement. In the event that the Makers fails to honor the demand to pay any amounts due in accordance with this Note and the Performance Agreement, Noteholder will have all remedies available to Noteholder to collect all amounts then due under the Promissory Note from the Maker. Noteholder may recover its costs of collection, including its reasonable attorneys' fees and expenses, to the extent Noteholder is entitled to those fees and expenses under this Note. Failure to exercise such option upon default shall not constitute waiver of the right to exercise such option upon continuance of such default or upon any subsequent default. The debt evidenced by this Note may be paid in whole or part at any time without penalty. The Maker hereby waives presentment, demand, protest,notice of dishonor and of protest,the benefits of homestead,and all other waivable exemptions,and all defenses and pleas on the ground of any extension(s) of the time of payment or of the due dates of this Note, in whole or in part, before or after maturity, with or without notice. The validity of this Note, the Performance Agreement, and the rights and obligations of the parties under such documents, shall be governed by, interpreted, construed and enforced pursuant to and in accordance with the laws of the Commonwealth of Virginia,without regard to its conflict of laws principles. Any controversy arising under or in relation to this Note, and Performance Agreement shall be litigated exclusively in a state court of competent jurisdiction in the City of Roanoke, Virginia. The persons signing this Note on behalf of Maker represent that such persons are authorized to sign this Note on behalf of Maker and to bind the Maker to its terms. In the event of a conflict between the terms of this Note and the Performance Agreement, the Performance Agreement shall control. [Remainder of Page Blank—Signature Page Follows] (I 1587/13/00178275.DOCX;1 ) 23 WITNESS the following signature(s): By: Print Name: Title: COMMONWEALTH OF VIRGINIA CITY/COUNTY OF to wit: The foregoing instrument was acknowledged before me this day of , 2022, by , Manager of Riverdale Southeast, LLC, on behalf of the company. NOTARY PUBLIC My Commission No.: My Commission expires: (11587/13/00178275.Docx;1 ) 24 EXHIBIT D GUARANTY AGREEMENT THIS GUARANTY AGREEMENT is made as of the day of 2023, by (the "Guarantor") and the Economic Development Authority of the City of Roanoke, Virginia, a political subdivision of the Commonwealth of Virginia(the"Authority"). In consideration of good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Guarantor hereby covenants and agrees for the benefit of the Authority as follows: 1. The Guarantor, the sole member of Riverdale Southeast, LLC (the "Company"), hereby unconditionally guaranties unto the Authority the payment of the amounts owed by the Company to the Authority pursuant to the Promissory Note given by the Company to the Authority in the principal amount of$10,000,000.00 executed as of the date of this Guaranty Agreement, provided that the Guarantor's obligations to the Authority shall be capped at an amount equal to the Project Costs, as defined under that certain Performance Agreement dated 920 by and among the Authority,the Company and the City of Roanoke (the "Performance Agreement") . 2. This Guaranty Agreement shall be a continuing, absolute, and unconditional guaranty and shall remain in full force and effect until the obligations of the Company under the Performance Agreement have been satisfied in full (the"Obligations"). 3. This Guaranty Agreement is a guaranty of the payment and not of the collection, and the Guarantor expressly waives any right to require that any action be brought against the Company or to require that resort be had to any security. If the Company shall default in the payment or performance of any of the Obligations,the Guarantor, upon demand by the Authority, without notice other than such demand and without necessity of further action by the Authority, shall promptly and fully make such payment subject to the limitation set forth herein. 4. The obligations of the Guarantor hereunder shall be absolute and unconditional and shall not be impaired, modified, released, or limited by any occurrence or condition whatsoever, including without limitation (i) any compromise, settlement, release, waiver, renewal, extension, change in, or modification of any of the Obligations, (ii) any impairment, modification, release or limitation of the liability of the Company or any remedy for the enforcement thereof, resulting from the operation of any present or future provision of the Federal Bankruptcy Code or other statute or from the decision of any court or from any other cause, (iii)the assertion or exercise by the Company of any rights or remedies in connection with the Obligations,and(iv)the assignment or encumbering or the purported assignment or encumbering of all or any part of the interest of the Authority in the Obligations. 5. The Guarantor unconditionally and irrevocably waives the following: a. The benefit of all homestead and any other state or federal exemption with respect to its obligations hereunder. {11587n3/00178275.Docx;1 } 25 b. Notice of any of the matters referred to in Section 4, all presentments, demands for performance, notices of nonperformance, protests, notices of protest, notices of dishonor, notices of intent to accelerate, notices of acceleration, notices of any suit or any other action against the Company or any other person, notices of acceptance of this Guaranty Agreement, notices of the existence, creation, or incurring of new or additional Obligations to which this Guaranty applies or any other Obligations of the Company to the Authority. C. Any demand (except as provided in Section 3), proof of notice of nonpayment of payments of money required by the Obligations or of any default in performing and keeping any of the Obligations, and d. Any right to require the Authority to proceed against the Company or any security for the Obligations or to pursue any other remedy, including but not limited to the benefits of Section 49-25 of the Code of Virginia, 1950, as amended. 6. No act of commission or omission of any kind or at any time upon the part of the Authority in respect of any matter whatsoever shall in any way affect or impair the rights of the Authority to enforce any right,power, or benefit of the Authority under this Guaranty Agreement, and no set-off, claim, reduction, or diminution of any obligation or any defense of any kind or nature which the Guarantor may have against the Authority or any assignee or successor shall be available against the Authority in any suit or action brought by the Authority to enforce any right, power, or benefit under this Guaranty Agreement. Nothing in this Guaranty Agreement shall be construed as a waiver by the Guarantor of any rights or claims it may have against the Authority under this Guaranty Agreement or otherwise, but any recovery upon such rights and claims shall be had from the Authority separately, it being the intent of this Guaranty Agreement that the Guarantor shall be unconditionally and absolutely obligated to perform fully all of the Guarantor's obligations, agreements, and covenants hereunder for the benefit of the Authority. 7. The Guarantor represents and warrants as follows: a. The Guarantor has the power and capacity and authority to enter into this Guaranty Agreement and the transactions contemplated hereby and to perform its obligations hereunder. The Guarantor is familiar with the Company and its ability to pay and perform the Obligations,and the Authority shall have no duty to disclose to Guarantor at any time any information about the Company or its creditworthiness. b. To the Guarantor's actual knowledge,he (i)is not in default in the payment of the principal of or interest on any of its indebtedness for borrowed money, (ii) is not in default under any instrument under which, or subject to which, any indebtedness has been incurred. C. Except as disclosed to the Authority,there is no litigation at law or in equity or any proceeding for any governmental agency involving any pending, or to its knowledge, threatened, in which any of its liability is not adequate covered by insurance or in which any judgment or order would have a materially adverse effect upon its business {11587/13/00178275.DOCX;1 } 26 or assets, the validity of this Guaranty Agreement, or the performance of its obligations hereunder. d. The execution, performance, and delivery of this Guaranty Agreement will not conflict with or constitute a material violation or breach, or a material default under, any indenture, mortgage, deed of trust, note agreement, or other agreement or instrument to which the Guarantor is a party or by which it is bound or to which any of its properties are subject or any constitutional or statutory provision or order,rule,regulation, decree, or ordinance of any court, government, or governmental authority having jurisdiction over it or its property. e. The Guarantor will provide the Authority's attorney with the Guarantor's financial statements and other information, in a form satisfactory to the Authority, from time to time as requested by the Authority. 8. Each of the following events shall constitute an Event of Default hereunder, entitling the Authority to call this Guaranty in full: a. Failure of the Guarantor to pay any payments due hereunder when and as the same become due upon demand by the Authority to the Guarantor. b. Failure of the Guarantor to observe or perform any of the other covenants, conditions, or agreements under this Guaranty Agreement for a period of 10 days after written notice specifying such failure and requesting it be remedied,given by the Authority to the Guarantor, specifying the particular covenant, condition, or agreement. C. Making by the Guarantor of a general assignment for the benefit of creditors, or an admission in writing of its inability to pay its debts as they become due, or filing by the Guarantor of a petition for relief in bankruptcy, or its adjudication as a bankrupt or insolvent, or filing by the Guarantor of a petition seeking any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under any present or future statute, law, or regulation or the common law, or the filing by the Guarantor of an answer admitting or not contesting the material allegations of a petition against it in such a proceeding, or seeking by the Guarantor of or consenting to or acquiescence in the appointment of any trustee, receiver, or liquidator of the Guarantor or any material part of its assets. d. Failure of the Guarantor, within 90 days of commencement of any proceeding against it seeking any reorganization,arrangement, composition,readjustment, liquidation,dissolution,or similar relief under any present or future statute,law,regulation, or the common law, to have such proceeding dismissed or within 90 days after the appointment without consent or acquiescence of the Guarantor, of any trustee,receiver, or liquidator of the Guarantor or of any material part of its assets, to have such appointment vacated. 9. The Guarantor will pay all fees and expenses incurred by the Authority in connection with the enforcement of the rights of the Authority in connection with this Guaranty Agreement or with the Obligations, including but not limited to the reasonable fees and (I 1587/13/00178275.DOCX;1 ) 27 disbursements of counsel to the Authority. If the Authority retains or engages at any time an attorney or attorneys to collect, enforce, or protect its interests with respect to this Guaranty Agreement or the Obligations, the Guarantor shall pay all of the costs and expenses of such collection, enforcement, or protection, including reasonable fees of such attorneys, such fees shall become part of the Obligations, and the Authority may take judgment for all such amount. 10. This Guaranty Agreement shall be binding upon the Guarantor, its successors and assigns, and all rights against the Guarantor arising under this Guaranty Agreement shall be for the sole benefit of the Authority. There are no, and the parties intend not to create any, third party beneficiaries of this Guaranty Agreement. The Authority shall be entitled to bring suit, action, or proceeding against the Guarantor for the enforcement of any provision of this Guaranty Agreement without exhausting any other remedies that it may have against any other guarantor or other person liable for the Obligations. Prior to payment in full of all amounts guarantied hereunder, the Guarantor shall have no right and shall assert no right (i) to be subrogated to any right of the Authority or(ii)to be indemnified or reimbursed by the Grantee for amounts paid hereunder. 11. All written notices hereunder to either party shall be sent by certified or registered mail,postage prepaid,or delivered in person addressed to the party for whom the notice is intended at the address indicated at the bottom of this Guaranty Agreement. Any party shall have the right to change it address for notice by giving notice hereunder, including the right to specify a person to whose attention notices shall be directed,and shall also have the right by giving notice hereunder to require that copies of any notice be given to not more than two additional persons or addresses. Any notice sent by registered or certified mail shall be deemed to be given on the third day after the date of mailing; provided, however, that if any party refuses to accept delivery of any notice so sent by registered or certified mail or personally tendered to the party or, in the case of a corporate party, to an officer thereof, such notice shall be deemed given when tendered for delivery. 12. This Guaranty Agreement shall be governed by the laws of the Commonwealth of Virginia. The parties irrevocably consent to the jurisdiction and venue of the Virginia state courts for the City of Roanoke, Virginia. 13. This Guaranty Agreement is to be presumed severable. If any provision of this Guaranty Agreement is held by any court or governmental authority of competent jurisdiction to be invalid, such holding shall not invalidate any other provision hereof. 14. This Guaranty Agreement expresses the entire understanding and agreement between the parties respecting its subject matter, and may not be modified except by a writing of equal dignity herewith. 15. As used herein, singular words connote the plural as well as the singular and vice versa; masculine or neuter pronouns connote also the masculine, feminine, and neuter. 16. To the maximum extent permitted by law, each party to this Guaranty Agreement hereby knowingly, voluntarily, and intentionally waives the right to trial by jury in respect to any litigation based hereon, arising out of, under, or in connection with this Guaranty Agreement, any other document evidencing or relating to the Obligations, or any course of conduct, course of {11587/13/00178275.DOCX;1 } 28 dealing, statement (whether oral or written), or action of any party or any exercise by any part of their respective rights under or in any way relating to the Obligations (including any action to rescind or cancel this Guaranty Agreement, and any claim or defense asserting that this Guaranty Agreement was fraudulently induced or is otherwise void or voidable). This waiver is a material inducement for the Authority to accept this Guaranty Agreement. Signed: By: Name: Guarantor's Address: 204 S. Jefferson Street, Unit 12, Roanoke, Virginia 24011, with a copy to Cooper Youell, Whitlow& Youell, PLC, 28A Kirk Avenue, SW, Roanoke, VA 24011. Authority's Address: (I 1587/13/00178275.DCCX;1 } 29 i I E y I Uiverdale --------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- { A TRANSFORMATION IN SOUTHEAST ROANOKE' 4: ' Q0.... ...,. i E ROANOKE ROANOKE Economic Development Authority �verdale ------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------ For more than 40 years enabled thousands of nearby residents to earn their living and includes a collection of iconic buildings helping create a unique sense of place for southeast Roanoke For the past 65 years hosted hundreds of businesses — small and large, legacy and new The next decades will see the site honor its history and once again positively contribute to southeast Roanoke I --------------------------------- -------------------------------------------------------------------------- Minimum -----------Minimum $6o million investment First phase total possible economic impact = $326+ m r illion dr ; Mix of new development and rehabilitation ofqVIIIIII".1 1 Ar � ", historic structures 4 f A new type of neighborhood — residential, food an g beverage, art studios makers aces, manufacturing � p blending into the surrounding neighborhoods and natural assets ..... ...... f 7 n E``S Y 1�r �4 ✓ 2 •; � a'.� 9 Y 9 `' f �lY �' i h g 3 ,. d ,� .� 3& ^, c ✓ 4� r,%„'�? �� s a c�r,� ;Y', `fax,k T ^'�+ �i� ,g�„� t: rr ,.r,:F -------...._ ..e_._.. ._.. .� Riverdale ____ ___ ___ ___ __ _________ _ _______ _ ___ - _ A Place of Assets and Opportunities • Dozens of quality and viable businesses e • Historic District • Proximity to Roanoke Innovation Corridor — Carilion Clinic, VTC, FBRI, Radford-Carilion Proximity to Downtown • Adjacency to Roanoke River, Roanoke River Greenway, Morningside 1 Park, Mill Mountain l � 4 , . m i 4 k� r. p Riverdale ___________ ____-- - --- ________ ____-________ -___-_.____- -- ___ - - nn, A Place of Challenges "" � " "r............... i imu )rb7 • Flooding Hazards �.: �� iO • Insufficient Infrastructure r i • Obsolete Structures • Debris Present On-Site • Scale of Property and Challenges r 1 I Riverdale r -------------------------------- -------------------- _-_________ AM 4240102 _4 4 » » —.. r, A1 � rlll{, M Zz a �w 1 I w a a , Riverdale - ----------------------------------------------------------------------------------- n- -------------------------------------------------- 75+ Acre Site American Viscose — 1917-1958 Roanoke Industrial Center — 1961-2023 - 100+ tenants 1 million + square feet of building space National Register of Historic Places - 20 Contributing Structures and Sites loo-Year Flood Hazard Area and Floodway Private Infrastructure — Streets, Water, Wastewater t Riverdale i -------- --- .__' _'______________________________""""""'-"""""""'"" � $ lo million loan — forgivable with performance $8.2 million for acquisition $1.8 million for site remediation Rebate of current annual real estate tax revenue Partial Real Estate Tax Exemption on Rehabilitation/Development l00% of Real Estate Tax on Improvements -- 15 Years Access to "standard" incentives — Enterprise Zone, Fee Waivers, etc. Performance Term — 17 years Acknowledge need for additional infrastructure investments, new zoning district(s), etc. Minimum $5o million private investment within 17 years default results in loan repayment/cash repayment/land transfer Minimum 1/2 investment within first 12 years default results in potential loss of tax rebate Removal of debris - beginning along Stn Street Corridor Master Plan Property Personal guarantee $1.8 million Property serves as additional guarantee i t Riverdale -_---- -------------------------------------------------------- -------------------------------- X/ -___- ----_--- ---__-__-- I P 4 t I r R OR, w R RIV DRLE 1 w € .. IND T.IkL-, IS EX-A Additional Considerations: Not a "Regular" Redevelopment Project Scale and Magnitude of Challengec, Quick Actions — Long-Play A Portion of City's Investment in Southeast Roanoke Infrastructure/Institutional Investments — Street Paving, Fallon Park School, Belmont Branch Library Belmont-Fallon Target Area — No less than 5o% HUD Funding ABPA Funding — Affordable Housing Risk Exists Market Conditions Environmental Site Conditions Infrastructure Needs Uncertain Riverdale ------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------- "This is a site offering great opportunity but we must first overcome many challenges. This collaboration helps overcome these challenges and activate the transformation of this part of southeast Roanoke" -Mayor° shertnarr r''. L'ea, Sr. "It is an exciting time to be living in southeast Roanoke with all of the good and uplifting action taking place around every corner. We are seeing houses, streets, businesses, our schools and library, all receiving the care and renovations that our SE community needs and deserves. And now this news that the Industrial Center will also be revitalized into a beautiful and bustling space that we can be proud to have in our backyard—it's just thrilling!" -Sunni Purulanee, founder o f C heart SE and Roanoke*S 2022 Citizen of the Fear, "The Viscose site is one of my favorite parts of Roanoke — great buildings, history, businesses and people. It's also in a great location to be a bigger benefit to southeast Roanoke in articular and the City in general. It will take a long time and we will need to be thoughtful and patient to get the best outcomes. But I'm optimistic that we will quickly see progress on site and make planning and design progress with consultants and partners" -Ed Walker U • iverddle _ _ _ _______ ________ _____ __ ___ ------- A ____ A TRANSF( MATION IN SOUTHEAST ROANOKE f741 'AMP ROANOKE t _ � a .. a Li`lN�i� w1�Ygi;i +E�+p Sud. a, y��91��714!d1M�YR4MGt1MM��,� "�i i �s ROANOKE Economic Development Authority PREPARED OR Riverdale Southeast u y _ 1^ 1/17/2023 Economic • RiverdaleFiscal Impact Redevelopment of Roanoke, ECONOMIC IMPACT OF "D' REDEVELOPMENT RIVERDALE SOUTHEAST Contents 1 . Executive Summary Riverdale is a long-term,multi-year,planned series of redevelopment projects in 1.EXECUTIVE SUMMARY...._._.......................1 the City of Roanoke.Virginia located in what is currently known as the Roanoke 2.BACKGROUND..........._...,.......___..............-3 Industrial Center. Chmura Economics&Analytics(Chmura)analyzed the eco- 3.ECONOMIC IMPACT OF RIVERDALE...........4 nomic and fiscal impact of only the first Initial Development Plan(IDP),which Is only the first set of anticipated projects at Riverdale.' Others are expected to 31 lc IMPACT of CONSTRUCTION as the redevelopment progresses in coming years. SPENDDINGING 4 3.2.ONGOING ECONOMIC IMPACT OF COMMERCIAL OPERATIONS........... t, The IDP for Riverdale includes 375 apartment units and at least one 3,000 square 3.3.ONGOING ECONOMIC IMPACT OF HOUSEHOLD foot commercial space,which is assumed to be a foodservice business. The es- SPENDING ELSEWHERE IN THE CITY - -.- - 5 timated total project cost for the IDP is$79.7 million with an expected maximum 3.4.ECONOMIC IMPACT SUMMARY ...6 seven-year construction period from 2023 to 2029. 4.FISCAL IMPACT OF RIVERDALE.............._..7 While Riverdale is expected to have numerous,additional,high-impact develop- -11 evelop- 41 ?AxAND i EL RI-VENUE FNUM ment projects in the coming years,the IDP's total economic impact(direct, indi- CONSTRUCTION 4.2 TAx REVENUE FROM COMMERCIALrest,and induced)is estimated to average$18.1 million per year and is assocl- OPERATIONS._ ated with an annual average of 114 jobs in the city from 2023 to 2040. The cu- 4.3 TAx REVENUE FROM HOUSEHOLD SPENDwc mutative impact in the city is estimated to be$326.4 million with 2,053 cumulative jobs supported from 2023 to 2040. From 2030 to 2040,the annual recurring im- 4 4 FISCAL IMPACT SUMMARY I pact is estimated to be$16.5 million per year,supporting 119 jobs in the city per APPENDIX:IMPACT ANALYSIS GLOSSARY..10 year. Table 1.1:Impact Summary of Riverdale In the City of Roanoke Direct Impact Total Impact One-Time Impact from Redevelopment and Construction Total Spending(Million) $56.3 $717 (2023-2029) Employment 170 238 Annual Average Spending(Million). $8.0 - ..._$10.5 (2023.2029) Employment 38 53 Ongoing Operations Spending(Million) $12.5 ass$16.5 Annual 2030 Employment 93 119 Note:Impacts are measured in the year when they occur Numbers may not sum due to rounding. Source:JobsEQ by Chmura,and Chmura Table 1.1 provides the economic impact summary of Riverdale in the City of Ro- anoke.Redevelopment and construction of the project is expected to inject$10.5 million of annual economic impact (direct, indirect, and induced) into the city's 'Chmura provides economic software,consulting,and data so clients can make Informed decisions that benefit their communities.Chmura's PhD econ- omists,data scientists,and strategic planners guide clients through their local labor market.Over the past 24 years,Chmura has served hundreds of clients nationwide with thoroughness,accuracy,and objectivity ©Chmura Economics&Analytics,2023 ���� C H M U RA Richmond,VA Cleveland,OH chmuraecon core ECONOMIC IMPACT OF RIVERDALE REDEVELOPMEN RIVERDALE economy,supporting 53 jobs per year from 2023 to 2029.2 Once complete,ongoing operations of businesses located in the development plus household spending will provide an estimated economic impact of$16.5 million (direct, indirect, and induced).This will support 119 jobs in the city per year from 2030 onward. 2 Direct impact is defined as the economic activity generated by the project under consideration.Indirect impact is secondary economic activity gener- ated by the protect due to suppliers to the development,construction,or ongoing operations.Induced impact is economic activity generated when work- ers and their suppliers spend their income at retail stores,restaurants,and professional offices. O Chmura Economics&Analytics,202311 r+'�, Richmond,VA-Cleveland,OH chmuraecon.com N s61t1� CHMURA ECONOMIC IMPACT OF RIVERDALE REDEVELOPMENT RIVERDALE SOUTHEAST 2. Background Riverdale Southeast LLC is proposing to redevelop a 75-plus acre site—the Riverdale project—in the City of Roanoke.The site is currently operating as The Roanoke Industrial Center,with some industrial and commercial tenants,but conditions of the facility are poor.The preliminary redevelopment plan includes both residential units and commercial space.An eco- nomic and fiscal impact analysis is needed to demonstrate the benefits of the project to the City of Roanoke. For residential or commercial developments such as Riverdale,the economic impact on the local economy occurs in two phases.The first takes place during the development and construction period of the project The initial phase of Riverdale is expected to last for seven years,from 2023 to 2029. The second phase involves the ongoing economic impact of the project.The operations of businesses in Riverdale will generate significant impact in the city.The additional ongoing impact will result from household spending activities by individuals living in this development,The impact of operations and house- hold spending will commence as different components of the project are complete.The first year of full impact will be 2030 at the latest, after all construction is finished. For both phases,the direct,indirect,and induced impacts on spending and job creation are estimated through Chmura's proprietary JobsEQ®economic impact model.Furthermore,Chmura estimated city tax and fee revenue generated by the project. ©Chmura Economics&Analytics,2023 kt, Richmond,VA-Cleveland,OH chmuraecon.com xr �Ilil� CHMURA ECONOMIC • IMPACT OF RIVERDALE REDEVELOPMENT RIVERDALE SOUTHEAST LLC 3. Economic Impact of Riverdale 3.1. Economic Impact of Construction Spending Riverdale's initial development plan(IDP)is a proposed mixed-use project including both residential and commercial com- ponents(Table 3.1).The residential plan for 375 apartments includes 200 newly constructed units and 175 renovated units, which will utilize the current space.In addition,3,000 square feet will be remodeled into commercial space,which will be for foodservice businesses. The redevelopment of Riverdale will cre- Table 3.t:Riverdale Redevelopment Plan ate jobs in construction and related indus- Units Square Feet Estimated Cost tries in the City of Roanoke.The cost esti- New Apartments 200 $53,000,000 mate of the IDP Is $79.7 million in 2022 Renovated Apartments 175 175,000 $26,250,000 dollars.It is assumed that construction will 3,000 $450,000 last seven years from 2023 through 2029, Remodeled Commercial Space and the first full year of operations will be Total 375 $79,700,000 2030. Source:Riverdale Southeast LLC Not every product and service needed for the redevelopment project will be available in the City of Roanoke,therefore, some products and services will be purchased from firms located outside the city.Chmura used information from the JobsEQ impact model to estimate the percentage of project spending that is expected to go to firms within the city. Table 3.2 presents the estimated one-time economic impact from construction activities of Riverdale's IDP in the City of Roanoke.From 2023 to 2029,renovation and new construction will generate a cumulative$56.3 million in direct economic impact in the City.3 During the construction period of IDP,265 cumulative jobs will be created—mostly in the construction industry.°The cumulative indirect impact in the city is estimated to be$9.2 million and will support 33 cumulative jobs during the initial phase Beneficiaries will be firms supplying construction materials,or Table 3.2:Economic Impact of Riverdale Redevelopment in the City of Roanoke those providing services such as site Direct Indirect induced Total Impact preparation and truck transportation.The Spending(Million) $563 $92 $82 $73 7 cumulative induced impact is estimated to Cumulative (2023-2029) Employment 265 33 75 373 produce$82 million in spending that will support 75 cumulative jobs in the city.The Annual Average Spending(Million) $80 $13 $1 2 $10 5 induced jobs will be concentrated in con- (2023-2029) Employment 36 5 11 53 sumer service-related industries such as Note Numbers may not sum due to rounding. restaurants,healthcare,and retail stores. Source JobsEQ by Chmura On an annual average basis,the redevel- opment of Riverdale is expected to inject $10.5 million(direct,indirect,and induced)into the city economy and support 53 annual jobs in the city from 2023 to 2029. -- This number is smaller than the total project cost,because some spending occurs at firms outside the city.All monetary values in this report are nomi- nal,unless specified otherwise.Accordingly,all amounts represent the dollar value in the year they occur. The number of cumulative lobs refers to the number of workers multiplied by the number of years they will be employed.For example,one person employed for two years is equal to two cumulative jobs.Two individuals employed for one year also equals two cumulative lobs.The number of jobs estimated in this report includes both full-time and part-time jobs O Chmura Economics&Analytics,2023 CHMURA Richmond,VA Cleveland,OH chmuraecon.cam " ����� ECONOMIC IMPACT OF RIVERDALE REDEVELOPMENT MVEROALE SOUTHEAST U."" 3.2. Ongoing Economic Impact of Commercial Operations One part of the sustained economic impact of Riverdale will come from its commercial operations. This section analyzes the impact of food and beverage services operations.To be conservative,the impact from apartment rentals operations is not included'. The direct impact from commercial operations is the ex- Table s.s:economic Impact of Riverdale Commercial operations In the Ci of Roanoke 20J0 petted total revenue(or sales)from foodservice busi Direct nesses,whose revenues are assumed to be$1.0 mil- lion in 2022 dollars.When construction is complete in Spending(Million) 51.2 $o 3 $o 2 $1 in 2030,total revenues will be$1.2 million in 2030 dol- Employment 15 1 z 1e8 lars. Note:Numbers may not sum due to rounding. Table 3.3 summarizes the ongoing economic impact of Source.JobsEQ by Chmura commercial operations of Riverdale in the City of Roanoke.The direct impact is measured as the annual operational revenue (or sales) of food services businesses in the development, which in 2030 is estimated to be$1.2 million, supporting 15 workers. An additional indirect impact of$0.3 million and one job will benefit other Roanoke businesses that support the ongoing operations of the development.Examples are local contractors in landscaping,repair and maintenance,and other services.The induced impact is estimated to be$0.2 million that will support two jobs in the city.The total economic impact of operations is estimated to be$1.7 million that will support 18 jobs in the city in 2030 For each one million dollars in revenue from the Riverdale food service business,the total impact in the city will be multiplied by 1.4 times. 3.3.Ongoing Economic Impact of Household Spending Elsewhere in the City Riverdale will have 375 apartment units.Household spending can generate sizable economic impact in the City of Roanoke. Household income levels customarily predict the magnitude of household spending impact.6 The median household income in the city was$45,664 in 2020.7 The average rent in Roanoke is$856 for a one-bedroom apartment,and$1,030 for a two- bedroom apartment. Since the expected apartment rental rate in Riverdale is higher. Chmura assumes that the average household income in Riverdale is also higher than the city's average.°Finally,Chmura estimates the impact of household spending in 2030,assuming the residential units are fully occupied.9 To calculate direct household spending in the City of Roanoke,the average household income is first adjusted to remove savings and investments. This results in an average household spending amount of approximately 76.5% of household income.10 Also, not all household spending by residents occurs within the city. the percentage spent outside the city is considered leakage. It is estimated that the average consumer spending leakage is 45.8%for residents in the city. As a result,for an average household in Riverdale,the estimated spending in the city is$38,101 in 2030 dollars.Chmura utilized the latest Consumer Expenditure Survey"to allocate total household spending into different categories such as food,hous- ing,transportation,healthcare,and other services. To avoid double counting, Chmura removed overlap between household spending and commercial operations of busi- nesses in Riverdale. The primary overlap is rent payments for those living in Riverdale apartments,which is captured as a This is per the request by Riverdale Southeast LLC. 'This analysis does not consider whether the residents of Riverdale will be existing city residents or individuals moving from outside the city. 'JobsEQ by Chmura,'Demographic Profile."based on the U.S.Census American Community Survey 2016-2020,accessed December 20,2022. a"Rental market trends in Roanoke,VA",accessed December 20,2022, • II I I 1 11 '` ' ' 9 Since this analysis focuses on the high-level impact of Riverdale household spending Chmura did not incorporate vacancy rates in the analysis. 'o The latest Consumer Expenditure Survey indicates a difference of 23.5%between annual expenditure and after-tax income. "U.S.Bureau of Labor Statistics,"Consumer Expenditure Surveys,2021",accessed December 20,2022,Mips llwww bls.ouwcexi. O Chmura Economics&Analytics,2023 VTI& ��j��! C H M U RA Richmond,VA Cleveland,OH chmuraecon com ,. ECONOMIC IMPACT -D' REDEVELOPMENT RIVERDALE SOUTHEAST LLC rental •- rental revenue in Section 3.2.There is also minor overlap with foodservice sales revenue.This overlap was excluded from the analysis of economic impact of household spending in the city Table 3.4 presents the economic impact from Table 3.4:Economic Impact of Riverdale Household Spending in the City of Roanoke(2030) Riverdale household spending. In 2030, the esti- mated direct household spending in the City of RoaDirect Indirect induced Total Impact I - noke will be $11.2 million (in 2030 dollars). This Spending(Million) $11.2 $1.7 $1.8 $148 spending can generate direct employment of 79 in Employment 79 9 14 102 the city. Most of those jobs will be In various con- Note:Numbers may not sum due to rounding. sumer businesses in the city. The indirect impact is Source:JobsEQ by Chmura estimated to be$1.7 million,supporting nine jobs in the city in 2030.The induced impact is estimated to be$1.8 million in 2030,which can support 14 jobs in the city. 3.4. Economic Impact Summary Combining the economic impact from construction, commercial operations, and household spending, Figure 3.1 summarizes the impact of Riverdale's IDP in the City of Roanoke from 2023 through 2040.12 This includes the first seven- year redevelopment and construction phase and 11 years of full operations.The total economic impact(direct,indirect,and induced)is estimated to average$18.1 million per year and is associated with an annual average 114 jobs in the city The cumulative impact in the city is estimated to be$326.4 million with 2,053 cumulative jobs supported. From 2030 to 2040, the annual recurring impact is estimated to be$16.5 million per year,supporting 119 jobs in the city per year Figure 3.1:Riverdale Economic Impact Summary 2023-2040 �-Spending(Million) --o—Jobs 180 $30 160 $25 140 120 E$20 c 100 E o m$15 80 E v Lu `m 60 $10 40 $5 20 0 $0 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 Source Chmura Economics&Analytics 12 2040 was chosen because Riverdale Southeast LLC has certain arrangement with the city from 2023 to 2040. O Chmura Economics&Analytics,2023 1., t; C H^^U n^ Richmond,VA Cleveland,OH-chmuraecon corn fit'`, ECONOMIC IMPACT -DAREDEVELOPMENT 4. Fiscal Impact of Riverdale The redevelopment and operations of Riverdale's IDP will produce significant revenue for the city government. During the initial phase,the city will receive one-time revenue from a building permit fee,and business,professional and occupational license(BPOL)tax.After renovation and construction is complete, major recurring city revenue stems from the following: tangible(personal)property,sales,and meals taxes from businesses and households located in Riverdale.Additional re- curring tax revenue comes from household spending in the city,such as sales and meals taxes.In order to be conservative, only tax revenue from the direct impact is estimated in this section.13 4.1. Tax and Fee Revenue from Construction During the initial phase, the City of Roanoke will collect a one-time building permit fee and BPOL tax from the Riverdale project. The City of Roanoke imposes a one-time building permit fee based on Table 4.1:One-time Tax and Fee Revenue from the construction cost of the project. The fee is$3.00 per$1,000 Of con- Construction(2023-2029) struction cost.14 Based on the estimated cost of Riverdale,the one-time Tax/Fee Total building permit fee is estimated to be$239,100 from 2023 to 2029(Table Building Permit Fee $239,100 4.1). BPOL $90,125 Construction spending will be subject to the City of Roanoke's BPOL tax Total $329,225 The current BPOL tax rate for contractors is$0.16 per$100 of gross re- Note:Numbers may not sum due to rounding. ceipts.15 Based on the project cost,the cumulative BPOL tax for the city source:Chmura is estimated to be$90,125 from 2023 through 2029. Combined,the one-time tax and fee revenue from the redevelopment of Riverdale is estimated to be$329,225 from 2023 to 2029. 4.2.Tax Revenue from Commercial Operations Riverdale will provide recurring tax revenue for the City of Roanoke from business operations.Table 4.2 presents the esti- mated annual recurring tax revenue from Riverdale in 2030,when the development is fully occupied. Per an arrangement between the City of Roanoke and Riverdale Southeast, LLC,the development will not pay real estate tax from 2023 through 2040. In 2041,the real estate tax is assumed to be$1.4 million,increasing by 5.0%per year there- after.16 Between 2023 and 2040, the City of Roanoke real estate tax base will increase by the amount of any real estate transactions that occur during the period. "This approach is recommended by Burchell and Listokin in The Fiscal Impact Handbook. "City of Roanoke.'Fees",accessed December 20,2022, :... . ;wkey_a�9vl U73/Fees. 's City of Roanoke,"Business License Tax Rates",accessed December 20 2022,https llwmw uogtnokevagov/635/Business-License-Tax-. 's Riverdale Southeast,LLC. A� Richmond®Chmura Economics&Analytics,2023 '' Oji C H M U RA ,VA-Cleveland,OH chmuraecon.com 1 ECONOMIC IMPACT OF -DAREDEVELOPMENT R`JEROALE SOUTHEAST LLC Personal property tax is another source of revenue for the city;this rate Table 4.2:Revenue from 0 COommercial Operations is$3.45 per$100 of assessed property value."Considering both city average and household size,Chmura assumed that each household in I Tax Category Riverdale will have 0.9 vehicles.18 Based on the latest city budget, BPOL $2,462 Chmura estimated that the average assessed value is$9,123 per vehi- sales $12,309 cle in 2022.19 After adding business personal property taxes,the annual Meals $67,699 personal property tax is estimated to be$107,419 in 2030 Personal Property $107,419 Virginia charges a 5.3%total sales tax,with 1.0%allocated to local gov- Total $189,869 ernments. This tax will be applied to food and beverage sales in Note:Numbers may not sum due to rounding. Riverdale. The city's sales tax revenue is estimated to be$12,309 in source:Chmura 2030. Food and beverage sales in Riverdale is subject to the city's meals tax of 5.5%.20 This revenue for the city is estimated to be$67,699 in 2030. In addition,business revenue from Riverdale is subject to the city's BPOL tax.The rates vary considering the type of busi- ness. In 2030,the city is estimated to receive$2,462 in BPOL revenue. Combined,the commercial operations of Riverdale are estimated to generate$189,889 annual tax revenue in 2030. 4.3. Tax Revenue from Household Spending Household spending by Riverdale residents can also generate various Table 4.3:Tax Revenue from Household Spending taxes for the city, as residents spend money in the city's retail shops, zo3o .� restaurants,and other businesses. Tax Category Local sales tax will be applied to the retail and foodservice portion of Sales $52,126 household spending.The county's sales tax revenue is estimated to be Meals $35,945 $52,126 in 2030. BPOL $28,581 Spending in local restaurants will be subject to the city's meals tax of Total $116,661 5.5%, resulting in revenue of$35,945 in 2030. In addition, household Note:Numbers may not sum due to rounding. spending in retail and service businesses is subject to the city's BPOL source:Chmura BPOL revenue for the city is estimated to be$28,581 in 2030. Combined,household spending from Riverdale residents is estimated to generate$116,651 tax revenue for the city in 2030. 4.4. Fiscal Impact Summary Combining city tax revenue from capital expenditure, commercial operations, and household spending, Figure 4,1 summarizes the tax revenue impact of Riverdale from 2023 to 2040. Over this period,the cumulative tax revenue for the City of Roanoke is estimated to total$4.9 million,averaging$271,750 per year.In 2030,the annual tax from operations and - ----- "City of Roanoke 'Personal Property Tax',accessed December 22,2022, utpa//www t anok va.wv/6481Pereonal,Propenes ex. 18 United Slates Census,"American Community Survey",accessed September 2022,h[ s!/www census doylacs/www/tlata/data-tables-and-tools/data- 19 City of Roanoke,"Fiscal Year 2022 Adopted Budget",accessed December 22,2022 'tltps l/www«�anokeva gov!'fiQgIFY 702�_Adopted-Budget- 'o City of Roanoke,"Prepared Food and Beverage(Meals)Tax Sales and Excise Taxes",accessed December 22,2022,https t/wvnv roa- nokevagov/224/Prepared-Food-Beverage-Meals-Tax C Chmura Economics&Analytics,2023 C H M U RA Richmond,VA Cleveland,OH chmuraecon caro 1 ECONOMIC IMPACT OF RIVERDALE REDEVELOPMENT RIVERDALE household spending is estimated to be$306,530 For the first 11 years of full operations from 2030 to 2040,the annual tax revenue is estimated to average$334,697 per year,totaling$3.7 million. The estimated tax revenue may change due to possible future changes in tax rates and inflation. Figure 4.1:Fiscal Impact Summary of Riverdale(2023-2040) $400,000 $350,000 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 $0 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 Sowue Chrnuia I c>nornics a Analytics ©Chmura Economics 8 Analytics,2023 C H M U RA Richmond,VA Cleveland,OH chmuraecon com ECONOMIC IMPACT OF -D• REDEVELOPMENT RIVERDALE SOUTHEAST Appendix- Impact Analysis Glossary Input-Output Analysis—an examination of business-business and business-consumer economic relationships capturing all monetary transactions in a given period,allowing one to calculate the effects of a change in an economic activity on the entire economy(impact analysis). Direct Impact—economic activity generated by a project or operation.For construction,this represents activity of the contractor,for operations,this represents activity by tenants of the property. Overhead--construction inputs not provided by the contractor. Indirect Impact—secondary economic activity that is generated by a project or operation.An example might be a new office building generating demand for parking garages. Induced(Household)Impact—economic activity generated by household income resulting from direct and indirect impacts. Ripple Effect—the sum of induced and indirect impacts. In some projects,it is more appropriate to report ripple effects than indirect and induced impacts separately. Multiplier—the cumulative impacts of a unit change in economic activity on the entire economy. Total ImpactDirect • • Economic . .. generated by economic ongoing op • . of a business business operations. d by total revenue or • _ Indirect operational •- . companies,office + supply companies, x Induced etc r t•ro ©Chmura Economics&Analytics,2023 C H M U RA Richmond,VA Cleveland,OH chmuraecon com KQTC LEGEHL h ZONING LMAC RY sec §71 L &ASSOCIATES 23' �7 MORNINGSIPE PARK A ja3LAa V_ RAI L L) j It 61 RlygROAL r w CD 7 7 S F- J, 0 0 RIVERDALE H STREET,✓� RIVERDAJ—E CORR In" R INDUSTRIAL uu? 0 LLI C) Ep IDOR' CtNTE /4 IT, .ENTRANCE MAW EXPAftwo" �A— R DAN EX CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Room 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 E-mail: derk@roanokeva.gov CECELIA F.MCCOY,CMC CECELIA T.WEBB,CMC City Clerk Deputy City Clerk RUTH VISUETE PEREZ Assistant Deputy City Clerk REVISED January 30, 2023 Ben Crew, Project Manager Balzer & Associates, Inc. 1208 Corporate Circle Roanoke, Virginia 24018 Dear Mr. Crew: I am enclosing revised copy of Ordinance No. 42546-011723 to amend conditions presently binding upon certain property conditionally zoned Commercial General District. Please see the corrected measures attached; the measure number was inadvertently transposed. I apologize for any inconvenience. The abovereferenced measure was adopted by the Council of the City of Roanoke at a regular meeting held on Tuesday, January 17, 2023. Sincerely, oe'4'� Cecelia F. McCoy, CMC City Clerk Enclosure pc: Saef Khawaja, Khawaja Holdings, LLC, P. O. Box 21843, Roanoke, VA 24018 Adjoining Property Owners ` . January 19, 2023 Page 2 PC: City of Roanoke Tessa L Leak 215 Church Avenue, S. W. 929 Hunt Avenue, N. W. Roanoke, Virginia 24011 Roanoke, Virginia 24012 FAN Convenience, LLC Carl L. Garner 3816 Old Gun Road W 921 Hunt Avenue, N. W. Midlothian, Virginia 23113 Roanoke, Virginia 24012 Matthew T. and Sally G. O'Bryan Robert and Cathy Johnson P O Box 20453 179 Andrew Drive Roanoke, Virginia 24018 Troutville, Virginia 24175 Gay B. Randolph Parkside Capital LLC 953 Hunt Avenue, N. W. 19 Highland Avenue, #A Roanoke, Virginia 24012 Roanoke, Virginia 24014 1008 Holdings LLC Gilbert L. Collins 12645 Oxfordshire Court 903 Hunt Avenue, N. W. Alpharetta, GA 30005 Roanoke, Virginia 24012 David L.Smith, etals David Leftwich, Jr. 2221 Sanford Avenue, S. W. 839 Hunt Avenue, N. W. Roanoke, Virginia 24014 Roanoke, Virginia 24012 William Anthony West City of Roanoke Redevelopment 3856 Wilmont Avenue, N. W. and Housing Authority Roanoke, Virginia 24017 2624 Salem Turnpike, N.W. Centerfield Ventures LLC Roanoke, Virginia 24017 4925 Boonsboro Road, Ste 243 Daniel W. and Elizabeth A. Doss Lynchburg, Virginia 24503 10255 Slings Gap Road MJM Capital LLC Bent Mountain, Virginia 24059 P. O. Box 21126 3DJMITCHELL LLC Roanoke, Virginia 24018 16 Carillion Court Wilmington DE 19803 Adjoining Property Owners January 19, 2023 Page 3 PC: Joseph Word, Jr. 2021 10th Street, N.W. Roanoke, Virginia 24012 Bryan Haywood Cox 942 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 Wesley S. and Brenda L. Bright 930 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 JASS Properties, Inc. 1239 Wildwood Road Salem, Virginia 24153 Raymond Ramirez 4347 Holmes Street, N.E. Roanoke, Virginia 24012 Mary C. Parsons 16 Windsor Lane Daleville, Virginia 24083 Perfect Choice Homes, LLC P O Box 762 Daleville, Virginia 24083 Clifton J. and Brenda C. Gunn 926 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 Sherry Sherrelle Hudson 920 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42546-011723. AN ORDINANCE to amend conditions presently binding upon certain property conditionally zoned Commercial General District; and dispensing with the second reading of this ordinance by title. WHEREAS, Saef Khawaja on behalf of Khawaja Holdings, LLC, has made application to the Council of the City of Roanoke, Virginia ("City Council"), to amend a certain condition presently binding upon a tract of land located at 1919 10th Street, N.W., being designated as Official Tax Map No. 2060534, which property is zoned CommercialGeneral District, with proffers, such proffers being accepted by the adoption of Ordinance No. 41064-022018, adopted on February 20, 2018; WHEREAS, the City Planning Commission, after giving proper notice to all concerned as required by §36.2-540, Code of the City of Roanoke (1979), as amended, and after conducting a public hearing on the matter, has made its recommendation to Council; WHEREAS, a public hearing was held by City Council on such application at its meeting on January 17, 2023, after due and timely notice thereof as required by §36.2- 540, Code of the City of Roanoke (1979), as amended, at which hearing all parties in interest and citizens were given an opportunity to be heard, both for and against the proposed amendment; and WHEREAS, this Council, after considering the aforesaid application, the recommendation made to this Council by the Planning Commission, the City's Comprehensive Plan, and the matters presented at the public hearing, finds that the public necessity, convenience, general welfare and good zoning practice, require the amendment of the conditions applicable to the subject property, and is of the opinion that the conditions now binding upon a tract of land located at 1919 101h Street, N.W., being designated as Official Tax Map No. 2060534, should be amended as requested, and that such property be zoned CommercialGeneral District, with conditions as set forth in the Zoning Amendment Amended Application No. 1 dated December 16, 2022. THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke that: 1. Section 36.2-100, Code of the City of Roanoke (1979), as amended, and the Official Zoning Map, City of Roanoke, Virginia, dated December 5, 2005, as amended, be amended to reflect the conditions as amended by the Zoning Amendment Amended Application No. 1 dated December 16, 2022, so that the subject property is zoned Commercial General District, with such conditions. 2. Pursuant to the provisions of Section 12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Application by Khawaja Holdings, LLC, to repeal and replace conditions proffered as part of a previous rezoning at 1919 10th Street NW, bearing Official Tax Map No. 2060534. The conditions, adopted through the enactment of Ordinance 41064-022018, require development in conformance with a development plan dated January 9, 2018; building elevations dated December 22, 2017; and a list of permitted uses. No changes to the proffered development plan or elevations are proposed. The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the following use to the previous list of permitted uses: laundromat. Recommendation By a vote of 6-0, with Commissioner K. Atwood absent, the Commission recommends approval of the rezoning request, finding that the Amended Application No. 1 is consistent with the City's Comprehensive Plan, Harrison/Washington Park Neighborhood Plan, and Zoning Ordinance as the neighborhood focused development will be able to add an additional use to the building appropriate to the surrounding neighborhood. Application Information Request: Amendment of Proffered Conditions owner/Applicant: Saef Khawaja, Kawaia Corporation Authorized Agent: Ben Crew, Balzer & Associates, Inc. City Staff Person: Katharine Gray, Land Use and Urban Design Planner Site Address/Location: 1919 10`h St. NW Official Tax Nos.: 2060534 Site Area: 3.08 Acres Existing Zoning: CG(c), Commercial-General (with conditions) Proposed Zoning: CG(c), Commercial-General (with conditions) Existing Land Use: Mixed Use Building (Retail sales establishment, not otherwise listed, and Gasoline Station) and Outdoor Advertising Sign Proposed Land Use: Mixed Use Building (Retail sales establishment, not otherwise listed, Gasoline Station, and laundromat) and Outdoor Advertising Sign Neighborhood Plan: Harrison/Washington Park Neighborhood Plan - Specified Future Land Use: Industrial Filing Date: Original Application: November 28, 2022 Amended Application No. 1 : December 16, 2022 Background General Welding and Machine Company operated a business on the site from 1961 until a fire destroyed the facility in 2012. Prior to General Welding, the site had been used for other industrial operations dating to at least 1942. In 2014, the property was rezoned from 1-1 , with conditions, to CG, with conditions, to allow for development of a retail sales establishment on the western third of the property as shown on the proffered development plan with the remaining two-thirds of the property proposed for future neighborhood commercial development. In 2018, the conditions were amended to allow a mixed use building, including a retail sales establishment and gasoline station, per a development plan, elevation, and proffered list of uses. Proposed Use/Development In 2022, the applicant filed an application to further amend the conditions with a revised proffered list of uses to allow a laundromat use in the mixed-use building with the same previously proffered development plan and elevation. Conditions Proffered by the Applicant The following previously adopted conditions are proposed to remain: • A development plan dated January 25, 2018, showing a new building, a new configuration of site development with the existing outdoor advertising signs, and a listed set of dimensional regulations. • A building elevation plan dated December 22, 2017. The applicant proposes to amend the existing conditions on the property uses with the addition of the laundromat use to the previous list of permitted uses. The revised list of proposed uses will now include: laundromat, business service establishment, not otherwise listed; financial institution; laboratory, dental medical, or optical; office, general or professional; office, general or professional, large scale; live-work unit; mixed-use building; personal service establishment, not otherwise listed; retail sales establishment, not otherwise listed; bakery, confectionary, or similar food production, retail; general service establishment, 2 not otherwise listed; pet grooming; eating establishment; health and fitness center; artist studio; community garden; community market; community center; fire, police, or emergency services; government offices or other government facility, not otherwise listed; wireless telecommunications facility, stealth; utility distribution or collection, basic; outdoor advertising sign; gasoline station; workshop; and agricultural operations (by special exception only). Considerations Compatibility with Surrounding Land Uses: Zoning District Land Use North 1-1 , Light Industrial District Vacant with Single-family with R-5, Residential Single-Family detached dwellings beyond 1-581 District/RM-1 , Residential Mixed Densit District k--- 1-581 South RM-1 , Residential Mixed Density Single-family detached dwellings District East RMF, Residential MultifamilyDistrict Multifamilydwellings West RM-1 , Residential Mixed Density Vacant and Single-family detached District dwellings Applicability/Appropriateness of Proposed Zoning District: The zoning of the property is CG, conditional, with uses and development standards that are reflective of the CN zoning district. The proposed amendment continues to reflect uses and development standards appropriate to the CN zoning district. The CG zoning district allows the outdoor advertising structures that are on the property to remain as a conforming use while the uses proffered and dimensional regulations shown on the proffered development plans ensure that the development of the property is a neighborhood-scaled, pedestrian- oriented development. The buildings will be located close to the street, with pedestrian-scaled signage, main entrances oriented to the street frontage sidewalk, windows or display cases along building facades which face the street, and significant building coverage of the front portion of the site (the rear portion will remain vacant and could be used for additional development in the future). The conditions go above and beyond the requirements of the Zoning Ordinance. The proffered development plan includes right-of-way to be dedicated along Levelton Avenue. This additional right-of-way is needed to accommodate a street configuration appropriate to the neighborhood per the City's Street Design Guidelines. Availability of Other Property: The proposed development is to be an expansion of the existing use at 1919 10`h Street NW. As such, there are no other properties immediately adjacent, other than those in the rezoning request, which are available, similarly size, and zoned to allow this type of development. 3 Conformity with the Comprehensive Plan and Neighborhood Plan: Both City Plan 2040 and the Harrison/Washington Park Neighborhood Plan emphasize the Importance of preserving the existing neighborhood centers. Neighborhood centers typically occur throughout the city at approximately half mile increments. The VDOT 10th Street project removed a good portion of the neighborhood village center at 10th Street, N.W. and Andrews Road, N.W. The majority of the property zoned neighborhood commercial district that remains in the area is located in the floodway and floodplain (approximately 2.5 of 2.75 acres), essentially eliminating the area as a commercial area. A neighborhood retail store and gas station existed on one of these properties. The subject property of the rezoning is one of the few large pieces of property remaining in the neighborhood without residential development. The industrial use on the subject property existed for many years and the neighborhood plan designated the property for light manufacturing in the future land use plan based on that historic use. The industrial use ceased in 2012 and the property was subsequently rezoned for commercial activity. While inconsistent with the future land use plan, a neighborhood commercial center was deemed an appropriate reduction in the intensity of development on the property in the rezoning of 2014 and 2018. The neighborhood plan should still be amended through a public process to determine whether the extent of future neighborhood commercial development is limited to this parcel or expansion to a more significant village center should be considered. It is important that any development here is in keeping with the principles of commercial neighborhood development with the design addressing placement, scale, massing, primary entrance, windows, and materials that area reflective of the neighborhood character. Policy/Action Plan Applicability Big Ideas: Comprehensive The proposed Category 1 : Physical Development of Our Plan , Big Ideas amendment to the Community development provides Complete Neighborhoods an appropriate wider Every neighborhood should offer a wide range of commercial range of housing options within or in close uses for the proximity to commercial areas that provide surrounding the services, retail, and restaurants; schools and neighborhood. child care, places of worship; and parks and open space. These complete neighborhoods are served and connected by an effective multimodal transportation system. ' CityP1an2040 City of Roanoke, 2020 Z Harrison/Washington Park Neighborhood Plan City of Roanoke, 2003 4 Neighborhood Centers A complete neighborhood needs one or more centers containing a mixture of higher density residential uses and neighborhood commercial uses. These centers serve as the focus of neighborhood activity and may vary in size and scale depending on the nature of uses and size of the surrounding neighborhood. Smaller village centers are often contained within a single block, while larger centers may have a mix of retail and office space and are anchored by larger institutions such as churches or schools. City Design: The development Urban Design: Proposed development (infill allows the established development, alterations, renovations, and neighborhood to additions) should create or enhance a maintain its overall distinctive character that relates well to the character while adding surrounding community through setbacks, commercial uses in an scale, massing, primary entrances facing appropriate form streets, ample window openings, durable through the materials, and architectural detailing. placement, scale, massing, and detailing of the built form as previously proffered. Community Design Policies Neighborhood The neighborhood • Roanoke will implement zoning Plan' plan recognizes the patterns that allow for and encourage need for a commercial the Harrison and Washington Park center within the neighborhoods to be mixed-use urban Harrison and neighborhoods with opportunities for Washington Park housing, employment, and services for neighborhood that all ages, races, and incomes. offers services to the • The Harrison and Washington Park surrounding neighborhoods are recognized as community in a form having unique architectural and that fits well into the historic value to the city. Therefore, existing neighborhood Roanoke must ensure that future fabric. Although development is compatible with the originally envisioned neighborhood fabric. at 10th Street and • Encourage development of a village Andrews Road, this center at Tenth Street and Andrews proffered development Road. (This can no longer occur due to will continue to offer the changes listed previously, but a the uses in a built village center is still appropriate in form that respects the this vicinity of the neighborhood.) existing neighborhood. Cityftn2040 City of Roanoke, 2020 Z Harrison/Washington Park Neighborhood Plan City of Roanoke. 2003 5 Planning Commission Work Session Discussion by the Planning Commission in its work session considered technical corrections needed within the application, including the addition of the previously proffered elevations. The Applicant subsequently filed an amended application addressing all of the concerns noted above. Public Comments: None received. Public Hearing: None received. Conclusions and Recommendations City Plan 2040 and the Harrison/Washington Park Neighborhood Plan support neighborhood center areas with a diverse mix of uses within the neighborhood. In 2014, the rezoning of the property from industrial to commercial with proffered uses and development standards that were reflective of the CN zoning district brought the property into neighborhood scaled development consistent with the general goals of the plans. Part of that decision making process recognized that the existing village center would be altered by the l 0th Street project, the remaining property was flood prone and largely unusable for commercial purposes, and that there would be demand for a new village center area. The 2018 amendment of proffered conditions kept the neighborhood scale while adding additional neighborhood type uses. The proposed amendment of proffered conditions keeps the neighborhood scaled uses and development standards of the previously proffered development, while adding a laundromat use to the retail store and gasoline station. As no future development beyond the initial phase is shown on the proffered plan, any further development will be subject to amendment of the proposed conditions and will be subject to public comment and hearing. ----------------------- - Sarah Glenn, Chair � � City Planning Commission Enclosure: Attachment A, Zoning District Map 6 Distribution: Robert S. Cowell, .Jr., City Manager W. Brent Robertson, Assistant City Manager jillian Papa Moore, Acting Director Planning Building & Development Katharine Gray, Agent to the Planning Commission Timothy Spencer, City Attorney Laura Carini, Senior Assistant City Attorney Saef Khawaja, Kawaja Corporation Ben Crew, Balzer & Associates, Inc. 7 Attachment A ZONING DISTRICT MAP 191910th St NW 2,4� z` s �F y�� � �° � �C v"n! � 2 � � � s Official Tax Parcel 2060534 0 �4 9Q vF 41 06 ry Area to be Rezoned Z� a�1 a� tv � Zoning 4, A, AD:Airport Dev m ry r 101 CG:Commercial-General ?7 V CLS:Commercial-Large Sae 410 " w ¢ F� .,,> CN:Commercial-Neighborhood „, •', i, y AD:Downtown I-1:Light Industrial ry ^p`ti 4,�� 1-2:Heavy Industrial ^sw IN:Institutional ^i, INPUD:Institutional Planned Unit Dev - IPUD:IndustrialPlannedUnitDev T`�L>a '' S QSQ`ay C5 MX:Mixed Use ''l" QSQY MXPUD:Mired Use Planned Una Dov QV IV R-12:Res Single-Family R-3:Res Single-Family I'v� �� :,d'G7 t (+V y0 $Q1 ` �7�d+Fr ti 1^4Vtr w, yL '"�✓ �Ca `. *� +� 1 R-5:Res Single-Family 2Q '..0 O A 4� ANT R-7:Res Single-Family RA:Res-Agricultural 'reA RM-1:Res Mixed Densityrn ^ RM-2:Res Mixed Dens ity fl� ri' ��: ° pari RMF:Res Multifamily ^ ROS:Recreation and Open Space. UF:Urban RIK Conditional Zoning S�x36 Q d1 A� ?OSQ,,� + v ° °• `' a � ��2 2050501 0 100 200 Feet al <ion -� t ,• . -A ROANOKE Department of Planning,Building and Development Room 166,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Here to Print Roanoke,Virginia 24011 Phone: (540)853-1730 Fax: (540)853-1230 Filing Date:Dec 16,2022 Submittal Number: Amended Application No.1 ❑Rezoning,Not Otherwise Listed ❑x Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Plan ❑Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑ Establishment of Comprehensive Sign Overlay District Address: 1919 10th Streeet N.W. Official Tax No(s).: 2060534 Existing ❑Without Conditions Ordinance Zoning: CG,Commercial-General ❑x With Conditions No(s).(If 41064-022018 ❑ Planned Unit Development applicable): Requested ❑ Without Conditions Proposed Zoning: CG,Commercial-General ❑x With Conditions Land Use: MIXED USE BUILDING ❑ Planned Unit Development IPrc�p�rty��r�er tirtt�rr�n�tt�n; Name: Khawaja Holdings,LLC Phone Number: +1 (54:)915-1242 Address: P.O.BOX 21843 ROANOKE,VA 24018 E-mail: Saefkhawaja@yahoo.com Propdty Ontwra Slgnahae ta�,��r���� wt�`i�[ii$il`,���1'>1� i � �'�`11�.�'�ll �►��� Name: Phone Number: Address: E-mail: App&anfs 5*a6ae - ra�wko�r ��a Name: BALZER&ASSOCIATES,INC. C/O BEN CREW Phone Number: +1 (540)397-0543 Address: 1208 CORPORATE CIRCLE ROANOKE,VA 24018 E-mail: BCREW@BALZER.CC 6 Au#WzW AWfs SOW*: f 1 Y i itx r �czl,,�"V ► �r a� iROAN O KE rht�JollowinpriuM be-su. pp � fx Completed application form and checklist. (x Written narrative explaining the reason for the request. r Metes and bounds description,if applicable. fx Filing fee. IFor a rozonlIT dot otherwise listed,the'blowing must atso be submitted r Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. For a cdndit;oral re oning the U16- fng IWst lsb be submitted- fX Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. lFor a planned elt developrn�ait;the foitowing•mtast also be s*000d r— Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. jl`or conipehe»ei sii:oireYlaysdtstrct,Ahe foiiouailr�g mush t*submtd:j r Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. IFor,an aM06dtnerrt odon*b-iii the followir g must°uis�. stXbm tad� r Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. F- Written proffers to be amended. See the City's Guide to Proffered Conditions. 1— Copy of previously adopted Ordinance. [For a planned U 01t,A fo 0*0 ntgme ± gent,thet`oil0wiwtg rhtst1etieukaltted: r Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. F- Copy of previously adopted Ordinance. For a compreftenlvesigri overly�im�eadn1ent;Alfie follouving`rrtiastalo be dibmitted1 F Amended comprehensive signage plan meeting the requirements of Section 36.2-336(4)of the City's Zoning Ordinance. r Copy of previously adopted Ordinance or a proposal tha t to hires traffic lntp ct lieoto s10 e;sabm f— A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance or a proposal tffiat o Cllr sva tri#ffcl paact 400100=be stabs i tied t4 OT,AI"04ollowin 4rnit f" Cover sheet. f— Traffic impact analysis. [— Concept plan. F- Proffered conditions,if applicable. (— Required fee. *An electronic copy of this application and checklist can be found at www.roanokeva.gov/planningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. I i i i ' PROJECT NARRATIVE: The purpose of this request is to amend one proffered condition for Tax Parcel 2060534 located at 1919 10th Street,NW. The property was formerly rezoned in 2018 for a mixed-use building and gasoline station. The current application adds an additional laundromat use to the existing list of approved uses. This use is by right within both the Commercial General (CG) and Commercial Neighborhood (CN) zoning districts and is appropriate for this location. This use will complete and fully build out the new building to be able to better serve the neighborhood of 10th Street and Harrison/Washington neighborhood. No changes to the proffered development plan (Exhibit A) or architectural elevations (Exhibit B) of the building are proposed with this request as they are already constructed and operational on-site. This project will be developed in accordance with all applicable regulations including, but not limited to,the Roanoke City Zoning Ordinance and City of Roanoke building review. PROFFERED CONDITIONS TO BE AMENDED: The applicant hereby requests that the following proffered conditions enacted by Ordinance No. 41064- 022018 be amended as they pertain to Official Tax No. 2060534. 1. The property will be developed in substantial conformance with the development plan prepared by Balzer and Associates, Inc. entitled "10th Street Retail Store—Exhibit A" dated January 9, 2018, subject to any changes that may be required by the City of Roanoke during comprehensive development plan review. 2. The building and fuel canopy shall be developed in substantial conformance with the submitted architectural elevations prepared by Balzer and Associates, Inc. entitled "10th Street Retail Store — Exhibit B" dated December 22, 2017 subject to any changes that may be required by the City of Roanoke during building plan or comprehensive site plan review. 3. The property shall be used for only the following and additional uses: a. Laundromat b. Business Service Establishment, not otherwise listed c. Financial Institution d. Laboratory, dental, medical, or optical e. Office, general or professional f. Office, general or professional, large scale g. Live-work unit h. Mixed-use building i. Personal service establishment, not otherwise listed j. Retail sales establishment, not otherwise listed k. Bakery, confectionary, or similar food production, retail. I. General Service Establishment m. Pet Grooming n. Eating establishment o. Health and fitness center p. Artist studio q. Community garden r. Community market s. Community center t. Fire, Police, or emergency services u. Government offices or other government facility, not otherwise listed v. Wireless telecommunications facility, stealth w. Utility Distribution or collection, basic The following additional uses: a. Outdoor advertising sign b. Gasoline Station c. Workshop d. Agricultural operations (by special exception only) Paige 1 1 IN `I"I-II: COUNCIL OF TI1E CITY O1' ROAN OKI-",', VIRGINIA The 20th day of February, 2018.. No. 41.064-022018. AN ORDINANCE to repeal Ordinance .No. 39865-021814, adopted February 18, 2014, to the extent that it placed certain conditions on property located on 1919 10°i Street, N.W., bearing Official Tax Map No. 2060534, and placing new proffers on the subject property; and dispensing with the second reading of this ordinance by title. WHEREAS, Sa--f Khawaja, on behalf of I'awaja Corporation, has made application to the Council of the City of Roanoke, Virginia ("City Council"), to repeal Ordinance No. 39865- 021814, adopted February 18, 2014, to the extent that it placed certain conditions on property located on 1919 10`x' Street, N.W., bearing Official Tax Map No. 2060534, and replacing them with new proffers; WHEREAS, the City Planning Commission, after giving proper notice to all concerned as required by §36.2-540, Code of the City of Roanoke (1979), as amended, and after conducting a public hearing on the matter, has made its recommendation to Council; WHEREAS, a public hearing was held by City Council on such application at its meeting on February 20, 2018, after due and timely notice thereof as required by §36.2-540, Code of the City of Roanoke (1979), as amended, at which hearing all parties in interest and citizens were given an opportunity to be heard,both for and against the proposed amendment; and WHEREAS, this Council, after considering the aforesaid application, the recommendation made to this Council by the Planning Commission, the City's Comprehensive Plan, and the matters presented at the public hearing, finds that the public necessity, convenience, general welfare and good zoning practice, require the repealing of Ordinance No. 39865-021814, adopted February 18, 2014, to the extent it placed certain conditions on property located on 1919 10t' Street, N.W., bearing Official Tax Map No. 2060534, and replacing them with new proffers; and is of the opinion that the conditions now binding upon the subject property, should be repealed and replaced as requested, and that such properties be zoned CG, Commercial-General District, with proffers, as set forth in the Zoning Amendment Amended Application No. 3 dated January 25, 2018. THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke that: 1. Ordinance No. 39865-021814, adopted February 18, 2014, to the extent it placed certain conditions on property located on 1919 10h Street, N.W., bearing Official Tax Map No. 2060534, is hereby REPEALED, and that the Official Zoning Map, City of Roanoke, Virginia, dated December 5, 2005, as amended, be amended to reflect such action. 2. That proffers set forth in the Zoning Amendment Amended Application No. 3 dated January 25, 2018, are accepted and placed on the property located on 1919 10°i Street, N.W., bearing Official Tax Map No. 2060534, that such property be zoned CG, Commercial- General District, with conditions proffered by the applicant, and that §36.2-100, Code of the City of Roanoke (1979), as amended, and the Official Zoning Map, City of Roanoke, Virginia, dated December 5, 2005, as amended, be amended to reflect such action. 3. Pursuant to the provisions of Section 12 of the City Charter,the second reading this ordinance by title is here., clis,-ensed wi,'�. ATTEST: City Clerk Repeal and replace existing proffers 1919 10th.doc 2 BALM �.. ' IN NO e u ±5�� � �r�� g \ o,"pGH89 ZONFA Y y ��TAs I�#{tyr r u m n m ¢ z of a SITE INFORMATION: DIMENSIONAL REGULATIONS: w z i ...w.,.X.. 1. ., GENERAL NOTES:s SCALE:,"=30' E/\—A f. 'Jrf 1 r s t Perspective View From Levelton Avenue Perspective View From 10th Street Exhibit B 10th Street Retail Store ZONING DISTRICT MAP � `��� �;> 3 o°j 40907 ? 206030 1919 10th St NW 274os 0668-4k, °�RFFNy LorO 0000 370yy Official Tax Parcel: 2060534 2?40s�2 _�S RsrgVF. do �o�o Ooti� �J� �o - Z06083 0� N Oro O o0o q Area to be Rezoned 2060A p p� r7 ■ 831 `row �h' 2060. Zoning ; o o CO R ro �s2 AD:Airport Dev a N N 0{ OON ' O CG:Commercial-General41 aSW O OO �', N Ora •OW €. 107Oh. CLS:Commercial-Large Site 2ry 1 �O CN:Commercial-Neighborhood _ UO2; .`�4UFFN �O a q� AaFI D:Downtown p`O�O 47007 �OcpO �O 1-1:Light Industrial -1-2:Heavy Industrial IN:Institutional INPUD:Institutional Planned Unit Dev 2 �r IPUD:Industrial Planned Unit Dev 07 N 60502 ' r' r r F�F�TON MX:Mixed Use „'w 02 6050 4jOb- 10, 2060 '4 VF 7 OOOOh�' Ora .> 634 MXPUD:Mixed Use Planned Unit Dev 20 ry O h .: S072 � O °00W- �O R-12:Res Single Family 7 �'t 0 Oc R3:Res Single-Family ' a. 14120'070 (,Zi d, z O� S o o R-5:Res Single-Family 2 > �70 h s ti0 OO O� �� h� co OS 3 y oo N o. h o N h R-7:Res Single-Family �O4 O O �.� qV N ro p O O 9 Y F =ry0 Otri ^ OO 00 O RA:Res-Agricultural RM-1:Res Mixed Density RM-2:Res Mixed Density ®RMF:Res Multifamily ti0 OHO" p �O -' BOO. 060579 ROS:Recreation and Open Space rVOh x OhO^.'Ory0 UF:Urban Flex O z O Conditional Zoning OS ry Q 736 ., 2060 a 20 723 , O 205 ?S 2050501 0 100 200 Feetw�E X205 0��6 0 S The Roanoke Times Account Number Roanoke,Virginia 6011439 Affidavit of Publication RECEIVIER D Date CITY OFFAROARNROKE-PBD JAN 0 9 RUT January 03,2023 Aftn215 CHURCH AVE C.1�` ri��fttE1()piE ROOM 166 ROANOKE,VA 24011 Date Category Description Ad Size Total Cost 01/04/2023 Legal Notices PUBLIC HEARING 2 x 12.00 IN 4,017.60 Publisher of the Roanoke Times I,(the undersigned)an authorized representative of the Roanoke Times,a daily newspaper published in Roanoke,in the State of Virginia,do certify that the annexed notice PUBLIC HEARING was published in said newspapers on the following dates: 12/27,01/03/2023 The First insertion being given... 12/27/2022 Newspaper reference: 0001390896 jiyu � Billing Representative Sworn to and subscribed before me this 3rd Day of January 2023 r ++++nnrrrgr R. Nota(. AliCNOTARy S� PUBLIC ;may State of Virginia Of REG.#3 Ce O : My CowlsSION' Q County of Hanover SPIRES 2 My Commission expires 'sem JUIV 31 r ALTH OF ''''IIII THIS IS NOT A BILL. PLEASE PAY FROM INVOICE. THANK YOU PUBLIC HEARING NOTICE Any public hearings advertised herein will be held in the City Council Cham- ber,fourth floor,Room 450,Noel C.Taylor Municipal Building,215 Church Ave- nue SW,Roanoke,Virginia.All persons shall be afforded an opportunity to speak and state their views concerning all aspects of these matters. Any applications will be digitally available for review online at https://roanok eva.gov/2019/Commissions or may be obtained digitally by emailing planning @roanokeva.gov. If you are a person with a disability who needs accommodations for any pub- lic hearings advertised herein,please contact the City Clerk's Office,(540)853- 2541,by noon,January 6,2023. Cecelia F.McCoy,CMC,City Clerk The City of Roanoke Planning Commission will hold a public hearing on Janu- ary 9,2023,at 1:30 p.m.,or as soon thereafter as the matters may be heard,to consider the following matters.All persons wishing to address the Planning Commission must sign-up with the Secretary to the Planning Commission by emailing planning@roanokeva.gov or by calling(540)853-1330 by noon,Janu- ary 4,2023.Written comments of interested persons will be received by the Secretary to the Planning Commission at planning@roanokeva.gov by noon, January 4,2023. Application by Khawaja Holdings,LLC,to repeal and replace conditions prof- fered as part of a previous rezoning at 191910th Street NW,bearing Official Tax Map No.2060534.The conditions,adopted through the enactment of Ordi- nance 41064-022018,require development in conformance with a develop- ment plan dated January 9,2018;building elevations dated December 22, 2017;and a list of permitted uses.No changes to the proffered development plan or elevations are proposed.The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the fallowing use to the previous list of permitted uses:laundromat.The use classes per- mitted in CG,Commercial-General District,include a laundromat.The compre- hensive plan designates the property for light manufacturing use. Application by OJP Rentals,LLC,to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600+/-square feet,ad- jacent to Oficial Tax Map Nos.1280408 and 1280419.Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. Application by TPB Enterprises,LLC,to(i)close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE,Official Tax Map No.7090405,to be zoned CG,Commercial-General District,and incorpo- rated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; GO to close by vacation an approximately 0.03 acre portion of right-of-way be- tween 2525 Manning Road NE and 0 Manning Road NE,Official Tax Map Nos. 7120208 and 7170201,respectively,for incorporation into the larger master plan;(iii)to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE,Official Tax Map No.7070114, enacted through Ordinance No.29277 relating to substantial conformity with a site plan,fencing requirements,and zoning;and(iv)to rezone the property located at 2843,2814,0,2838,2828,2842,and 2920 Orange Avenue NE;2802 and 0 Daleton Road NE;0 Scott Road NE;2519,2525,and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201;bearing Official Tax Map Nos.7070114,7130104, 7 130105,7130106,7130107,7130108,7130109,7130113,7130123,713012 1, 7130122,7120208,7170201(respectively),from CG(c),Commercial-General District with conditions;CG,Commercial-General District;R-5,Residential Sin- gle-Family District;RA,Residential Agricultural District;and 1-1,Light Industri- al District,to MXPUD,Mixed Use Planned Unit Development District,subject to the Development Plan that specifies uses,location of buildings and infra- structure,site access,and building design.The land use categories permit- ted in MXPUD include residential;accommodations and group living;commer- cial;industrial;warehousing and distribution;assembly and entertainment; public,institutional and community;transportation;utility;agricultural;and accessory,with a maximum density of one dwelling unit per 1,800 square feet of lot area.The comprehensive plan designates the property for commercial corridor,mixed residential,general residential,and industrial use.The pro- posed uses are multi-family dwelling and other uses as noted on the PUD plan. Tina M.Carr,Secretary,City Planning Commission City Council will hold a public hearing on the aforesaid matters on January 17, 2023,at 7:00 p.m,or as soon thereafter as the matters may be heard,in the City Council Chamber,fourth floor,Room 450,Noel C.Taylor Municipal Build- ing,215 Church Avenue SW,Roanoke,Virginia. Citizens are advised that the date on which these matters will be heard is a departure from the usual date on which such matters are heard by Council.All persons wishing to address City Council may sign-up online at www.roanokeva.gov/council.In order to sign up,the form to speak before City Council may be accessed under the tab "Sign Up Form to Speak Before Council"on the left of the screen.Sign up forms must be received by noon on January 17,2023. In the event the public hearing is conducted by electronic communication means due to the COVID- 19 pandemic disaster,you will be notified by the City Clerk's Office.For fur- ther information,you may contact the Office of the City Clerk at(540)853- 2541. Cecelia F.McCoy,CMC,City Clerk The City of Roanoke provides interpretation at no cost for all public meetings, upon request. If you would like to request an interpreter,please let us know at least 24 hours in advance by calling(540)853-1283. La Ciudad de Roanoke proporciona interpretaci6n sin costo por todas citas pOblicas,previa solicitud.Si usted desea solicitar un intdrprete,haganoslo sa- ber con al mends 24 horas de antelaci6n por llamar(540)853.1283. Jiji la Roanoke Iinatoa huduma ya ukalimani bila malipo katika mikutano yote ya umma,inapoombwa.Iwapo ungependa kuomba mkalimani,tafadhali tujulishe angalau saa 24 kabla kwa kupiga simu(540)853-1283. ??????????????????7?? ?????? ???????????????????? ?????????????????????????????????????? ?????24??????????????????????????????853-1283(540)?????? PUBLIC HEARING NOTICE PUBLIC HEARING NOTICE Any public hearings advertised herein will be held in the City Council Chamber, fourth floor, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue SW, Roanoke, Virginia. All persons shall be afforded an opportunity to speak and state their views concerning all aspects of these matters. Any applications will be digitally available for review online at https://roanokeva.gov/2019/Commissions or may be obtained digitally by emailing planning_u,ro anokeva.gov. If you are a person with a disability who needs accommodations for any public hearings advertised herein, please contact the City Clerk's Office, (540)853-2541, by noon, January 6, 2023. Cecelia F. McCoy, CMC, City Clerk The City of Roanoke Planning Commission will hold a public hearing on January 9, 2023, at 1:30 p.m., or as soon thereafter as the matters may be heard, to consider the following matters. All persons wishing to address the Planning Commission must sign-up with the Secretary to the Planning Commission by emailing planning_(kroanokeva.gov or by calling (540)853-1330 by noon, January 4, 2023. Written comments of interested persons will be received by the Secretary to the Planning Commission at planningCc�roanokeva.gov by noon, January 4, 2023. Application by Khawaja Holdings, LLC, to repeal and replace conditions proffered as part of a previous rezoning at 1919 10th Street NW, bearing Official Tax Map No. 2060534. The conditions, adopted through the enactment of Ordinance 41064-022018, require development in conformance with a development plan dated January 9, 2018; building elevations dated December 22, 2017; and a list of permitted uses. No changes to the proffered development plan or elevations are proposed. The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the following use to the previous list of permitted uses: laundromat. The use classes permitted in CG, Commercial-General District, include a laundromat. The comprehensive plan designates the property for light manufacturing use. Application by OJP Rentals, LLC, to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600 +/- square feet, adjacent to Official Tax Map Nos. 1280408 and 1280419. Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. Application by TPB Enterprises, LLC, to (i) close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, Official Tax Map No. 7090405, to be zoned CG, Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of-way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201, respectively, for incorporation into the larger master plan; (iii)to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, Official Tax Map No. 7070114, enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and (iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201; bearing Official Tax Map Nos. 7070114, 7130104, 7130105, 7130106, 7130107, 7130108, 7130109, 7130113, 7130123, 7130121, 7130122, 7120208, 7170201 (respectively), from CG (c), Commercial-General District with conditions; CG, Commercial-General District; R-5, Residential Single-Family District; RA, Residential Agricultural District; and I-1, Light Industrial District, to MXPUD, Mixed Use Planned Unit Development District, subject to the Development Plan that specifies uses, location of buildings and infrastructure, site access, and building design. The land use categories permitted in MXPUD include residential; accommodations and group living; commercial; industrial; warehousing and distribution; assembly and entertainment; public, institutional and community; transportation; utility; agricultural; and accessory, with a maximum density of one dwelling unit per 1,800 square feet of lot area. The comprehensive plan designates the property for commercial corridor, mixed residential, general residential, and industrial use. The proposed uses are multi-family dwelling and other uses as noted on the PUD plan. Tina M. Carr, Secretary, City Planning Commission City Council will hold a public hearing on the aforesaid matters on January 17, 2023, at 7:00 p.m., or as soon thereafter as the matters may be heard, in the City Council Chamber, fourth floor, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue SW, Roanoke, Virginia. Citizens are advised that the date on which these matters will be heard is a departure from the usual date on which such matters are heard by Council. All persons wishing to address City Council may sign-up online at www.roanokeva.gov/council. In order to sign up, the form to speak before City Council may be accessed under the tab "Sign Up Form to Speak Before Council" on the left of the screen. Sign up forms must be received by noon on January 17, 2023. In the event the public hearing is conducted by electronic communication means due to the COVID-19 pandemic disaster, you will be notified by the City Clerk's Office. For further information, you may contact the Office of the City Clerk at (540)853-2541. Cecelia F. McCoy, CMC, City Clerk The City of Roanoke provides interpretation at no cost for all public meetings, upon request. If you would like to request an interpreter, please let us know at least 24 hours in advance by calling(540) 853-1283. La Ciudad de Roanoke proporciona interpretacion sin costo por todas citas publicas, previa solicitud. Si usted desea solicitar un interprete, haganoslo saber con al menos 24 horas de antelacion por llamar(540) 853-1283. Jiji la Roanoke linatoa huduma ya ukalimani bila malipo katika mikutano yote ya umma, inapoombwa. Iwapo ungependa kuomba mkalimani, tafadhali tujulishe angalau saa 24 kabla kwa kupiga simu (540) 853-1283. . -I j&,2,k, J U SSI •�,I��,it;-' J� (540) 853-1283 � L�2431—int Please publish in newspaper on Tuesday, December 27, 2022, and Tuesday, January 3, 2023. Please bill and send affidavit of publication by USPS and via email to: Tina M. Carr Secretary to the Planning Commission Planning, Building, & Development City of Roanoke Noel C. Taylor Municipal Building 215 Church Avenue, SW, Room 170 Roanoke, VA 24011 540/853-1730 tina.carraroanokeva.gov Please send affidavit of publication to: Cecelia F. McCoy, CMC, City Clerk 215 Church Avenue SW, Suite 456 Noel C. Taylor Municipal Building Roanoke, Virginia 24011-1536 540/853-2541 susie.mcco ykro anokeva.gov CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Room 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 E-mail: clerk@roanokeva.gov CECELIA F.MCCOY,CMC CECELIA T.WEBB,CMC City Clerk Deputy City Clerk January 9, 2023 RUTH VISUETE PEREZ Assistant Deputy City Clerk Ben Crew, Project Manager Balzer & Associates, Inc. 1208 Corporate Circle Roanoke, Virginia 24018 Dear Mr. Crew: A public hearing has been scheduled to be held on Tuesday, January 17 at 7:00 p.m., pending formal action by the City Planning Commission in regard to a request by Khawaja Holdings, LLC, to repeal and replace conditions proffered as part of a previous rezoning at 1919 10th Street NW. The conditions, adopted through the enactment of Ordinance 41064-022018, require development in conformance with a development plan dated January 9, 2018; building elevations dated December 22, 2017; and a list of permitted uses. No changes to the proffered development plan or elevations are proposed. The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the following use to the previous list of permitted uses: laundromat. The use classes permitted in CG, Commercial-General District, include a laundromat. (See copy of the Public Hearing Notice attached.) Formal action by the City Planning Commission following its meeting on Monday, January 9., may be viewed on the City's webpage, www.roanokeva.gov, under "Roanoke Planning Commission News", If you have questions regarding the Planning Commission public hearing, please contact Tina Carr, Secretary to the City Planning Commission at (540) 853-1730. Questions regarding the City Council public hearing may be directed to the City Clerk's Office at (540) 853-2541. Sincerely, C_ec� Cecelia F. McCoy, CMC City Clerk Enclosure pc: Saef Khawaja, Khawaja Holdings, LLC, P. O. Box 21843, Roanoke, VA 24018 Adjoining Property Owners January 9, 2023 Page 2 PC: City of Roanoke Tessa L Leak 215 Church Avenue, S. W. 929 Hunt Avenue, N. W. Roanoke, Virginia 24011 Roanoke, Virginia 24012 FAN Convenience, LLC Carl L. Garner 3816 Old Gun Road W 921 Hunt Avenue, N. W. Midlothian, Virginia 23113 Roanoke, Virginia 24012 Matthew T. and Sally G. O'Bryan Robert and Cathy Johnson P O Box 20453 179 Andrew Drive Roanoke, Virginia 24018 Troutville, Virginia 24175 Gay B. Randolph Parkside Capital LLC 953 Hunt Avenue, N. W. 19 Highland Avenue, #A Roanoke, Virginia 24012 Roanoke, Virginia 24014 1008 Holdings LLC Gilbert L. Collins 12645 Oxfordshire Court 903 Hunt Avenue, N. W. Alpharetta, GA 30005 Roanoke, Virginia 24012 David L.Smith, etals David Leftwich, Jr. 2221 Sanford Avenue, S. W. 839 Hunt Avenue, N. W. Roanoke, Virginia 24014 Roanoke, Virginia 24012 William Anthony West City of Roanoke Redevelopment 3856 Wilmont Avenue, N. W. and Housing Authority Roanoke, Virginia 24017 2624 Salem Turnpike, N.W. Roanoke, Virginia 24017 Centerfield Ventures LLC 4925 Boonsboro Road, Ste 243 Daniel W. and Elizabeth A. Doss Lynchburg, Virginia 24503 10255 Slings Gap Road Bent Mountain, Virginia 24059 MJM Capital LLC P. O. Box 21126 3DJMITCHELL LLC Roanoke, Virginia 24018 16 Carillion Court Wilmington DE 19803 Adjoining Property Owners January 9, 2023 Page 3 PC: Joseph Word, Jr. 2021 10th Street, N.W. Roanoke, Virginia 24012 Bryan Haywood Cox 942 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 Wesley S. and Brenda L. Bright 930 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 JASS Properties, Inc. 1239 Wildwood Road Salem, Virginia 24153 Raymond Ramirez 4347 Holmes Street, N.E. Roanoke, Virginia 24012 Mary C. Parsons 16 Windsor Lane Daleville, Virginia 24083 Perfect Choice Homes, LLC P O Box 762 Daleville, Virginia 24083 Clifton J. and Brenda C. Gunn 926 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 Sherry Sherrelle Hudson 920 Greenhurst Avenue, N. W. Roanoke, Virginia 24012 CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Room 456 �, Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 E-mail: clerk@roanokeva.gov CECELIA F.MCCOY,CMC CECELIA T.WEBB,CMC City Clerk Deputy City Clerk REVISED RUTH VISUETE PEREZ January 30, 2023 Assistant Deputy City Clerk Eric Warren OJP Rentals, LLC 3320 Fawn Hill Road Matthews, North Carolina 28105 Dear Mr. Warren: I am enclosing a revised copy of Ordinance No. 42547-011723 permanently vacating, discontinuing and closing a public right-of-way in the City of Roanoke located between Colonial Avenue, S.W., and the on-ramp to Route 220 Roanoke, Virginia. Please see the corrected measures attached; the measure number was inadvertently transposed. I apologize for any inconvenience. The abovereferenced measure was adopted by the Council of the City of Roanoke at a regular meeting held on Tuesday, January 17, 2023. Sincerely, J"• Cecelia F. McCoy, CMC City Clerk Enclosure c: Madison J Bautista, 2523 Colonial Avenue, SW, Roanoke, Virginia 24015 Jackie Hale Roberts, 2519 Colonial Avenue, SW, Roanoke, Virginia 24015 OJP Rentals LLC, C/O ZenBusiness, Inc., 3320 Fawn Hill Road, Matthews, North Carolina 28105 MDC Properties LLC, P O Box 421, Cloverdale, Virginia 24077 PUBLIC RIGHT OF WAY LOCATED ADJACENT TO OFFICIAL TAX MAP NOS. 1280408, 1280419 PROPERTY OWNER: CITY ROANOKE IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17th day of January 2023. No. 42547-011723. AN ORDINANCE permanently vacating, discontinuing and closing a public right-of-way in the City of Roanoke located between Colonial Avenue, S.W., and the on- ramp to Route 220 Roanoke, Virginia, as more particularly described hereinafter; and dispensing with the second reading of this ordinance by title. WHEREAS, Eric Warren, on behalf of OJP Rentals, LLC, filed an application with the Council of the City of Roanoke, Virginia ("City Council"), in accordance with law, requesting City Council to permanently vacate, discontinue and close a certain public right-of-way described hereinafter; WHEREAS, the City Planning Commission, after giving proper notice to all concerned as required by §30-14, Code of the City of Roanoke (1979), as amended, and after having conducted a public hearing on the matter, has made its recommendation to Council; WHEREAS, a public hearing was held on such application by City Council on January 17, 2023, after due and timely notice thereof as required by §30-14, Code of the City of Roanoke (1979), as amended, at which hearing all parties in interest and citizens were afforded an opportunity to be heard on such application; WHEREAS, it appearing from the foregoing that the land proprietors affected by the requested closing of the subject public right-of-way have been properly notified; and 1 WHEREAS, from all of the foregoing, City Council considers that no inconvenience will result to any individual or to the public from permanently vacating, discontinuing and closing such public right-of-way. THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke, Virginia, that: 1. The public right-of-way situated in the City of Roanoke, Virginia, and more particularly described as follows: An approximate 12-foot wide by 50-foot long (approximately 600 sq.ft.) portion of an alleyway between Tax Map ID 1280408 and 1280419 be, and is hereby permanently vacated, discontinued and closed, and that all right and interest of the public in and to the same be, and hereby is, released insofar as City Council is empowered so to do with respect to the closed portion of the right-of-way, reserving however, to the City of Roanoke and any utility company or public authority, including, specifically, without limitation, providers to or for the public of cable television, electricity, natural gas, telephone service, or stormwater, an easement for sanitary sewer and water mains, television cable, electric wires, gas lines, telephone lines, stormwater facilities, and related facilities that may now be located in or across such public right-of-way, together with the right of ingress and egress for the maintenance or replacement of such lines, mains or utilities, such right to include the right to remove, without the payment of compensation or damages of any kind to the owner, any landscaping, fences, shrubbery, structure or any other encroachments on or over the easement which impede access for maintenance or replacement purposes at the time such work is undertaken; such easement or easements to terminate upon the later abandonment 2 of use or permanent removal from the above-described public right-of-way of any such municipal installation or other utility or facility by the owner thereof. 2. The applicant shall,upon meeting all other conditions to the granting of the application, deliver to the Clerk of the Circuit Court of the City of Roanoke, Virginia, a certified copy of this ordinance for recordation where deeds are recorded in such Clerk's Office, indexing the same in the name of the City of Roanoke, Virginia, as Grantor, and in the name of the applicant, and the names of any other parties in interest who may so request, as Grantees, and pay such fees and charges as are required by the Clerk to effect such recordation. 3. The applicant shall, upon a certified copy of this ordinance being recorded by the Clerk of the Circuit Court of the City of Roanoke, Virginia, where deeds are recorded in such Clerk's Office, file with the City Engineer for the City of Roanoke, Virginia, the Clerk's receipt, demonstrating that such recordation has occurred. 4. The applicant shall submit to the Subdivision Agent, receive all required approvals of, and record with the Clerk of the Circuit Court for the City of Roanoke, a subdivision plat, with such plat combining all properties which would otherwise dispose of the land within the right-of-way to be vacated in a manner consistent with law, and retaining appropriate easements, together with the right of ingress and egress over the same, for the installation and maintenance of any and all existing utilities that may be located within the right-of-way. Said subdivision plat shall have a 12-foot wide easement centered on the existing gas utility main line. 5. Prior to receiving all required approvals of the subdivision plat referenced in 3 the previous paragraph, the applicant shall give to the Treasurer for the City of Roanoke a certified check or cash in the amount of $4,721.17 as consideration pursuant to §15.2- 2008, Code of Virginia (1950), as amended, for the vacated right-of-way or offset the valuation with improvements made within the public right-of-way that are approved by the Agent for the Planning Commission and executed through a memorandum of understanding between the applicant and the City of Roanoke. 6. If the above conditions have not been met within a period of one year from the date of the adoption of this ordinance, then such ordinance shall be null and void with no further action by City Council being necessary, unless extended by the Planning Commission Agent for an additional six months prior to the end of the one-year period. 7. Pursuant to the provisions of§12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk. 4 CITY COUNCIL C COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Application by OJP Rentals, LLC, to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600 +/- square feet, adjacent to Official Tax Map Nos. 1280408 and 1280419. Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. Recommendation The Planning Commission held a public hearing on Monday, January 9, 2023. By a vote of 6-0, with Ms. Atwood absent, the Commission recommended approval of the vacation as requested, contingent upon the following conditions: 1 . Upon meeting all conditions to the granting of the application, the applicant shall deliver a certified copy of this ordinance for recordation to the Clerk of the Circuit Court of Roanoke, Virginia, indexing the same in the name of the City of Roanoke, Virginia, as Grantor, and in the name of the petitioner, and the names of any other parties in interest who may so request, as Grantees. The applicant shall pay such fees and charges as are required by the Clerk to effect such recordation. 2. Upon recording a certified copy of this ordinance with the Clerk of the Circuit Court of the City of Roanoke, Virginia, the applicant shall file with the Engineer for the City of Roanoke, Virginia, the Clerk's receipt, demonstrating that such recordation has occurred. 3. The applicant shall submit a subdivision plat to the Subdivision Agent, receive all required approvals thereof, and record the plat with the Clerk of the Circuit Court for the City of Roanoke. Such plat shall combine all properties which would otherwise dispose of the land within the right-of- way to be vacated in a manner consistent with law, and retain appropriate easements for the installation and maintenance of any and all existing utilities that may be located within the right-of-way, including the right of ingress and egress. Said subdivision plat shall include a 12-foot-wide easement centered on an existing gas utility main line. 4. Prior to receiving all required approvals of the subdivision plat referenced in the previous paragraph, the applicant shall, as consideration pursuant to §15.2-2008, Code of Virginia (1950), as amended, for the vacated right-of-way, either provide to the Treasurer for the City of Roanoke a certified check or cash in the amount of $4,721 .17 or provide a bond to offset the valuation with improvements to be made within the public right of way that are approved by the Planning Commission Agent. 5. If the above conditions have not been met within a period of twelve (12) months from the date of the adoption of this ordinance, then such ordinance will be null and void with no further action by City Council being necessary, unless extended by the Planning Commission Agent for an additional six (6) months prior to the end of the twelve (12) month period. Application Information: Request: Vacate an approximately 600+/- sf section of an alley adjacent to Tax Map Numbers 1280408 and 1280419. Applicant: Eric Warren, OJP Rentals, LLC City Staff Person: Karl Kleinhenz, City Planner II Official Tax Nos.: Adjacent to Official Tax Map Nos. 1280408 and 1280419 Site Area: Approximately 600+/- Square Feet Relevant Plans: Franklin Road/Colonial Avenue Plan City Plan 2040 Filing Date: November 21 , 2022 Background: The applicant seeks to vacate an approximately 600+/- square foot residual portion of an alley adjacent to Tax Map Numbers 1280408 and 1280419. Previous portions of said alley had been vacated in December of 1976 by Ordinance No. 24942. Due to steep grades, retaining wall and an existing building, it is very unlikely that this portion would be rendered accessible. The applicant owns all of the parcels comprising the site of the former Roanoker Restaurant and plans to consolidate them into a single parcel. Proposed Use/Development: The vacation of Right-Of-Way would remove a portion of an alley that is inaccessible from Broad Street due to a retaining wall. This portion of the alley also extends into an existing building. Vacation of this portion of the alley is required for the applicant to apply for a building permit for renovations to the 2 existing building. The applicant intends to incorporate the current right of way into a larger combination of multiple parcels comprising the former Roanoker Restaurant site. Considerations: The primary consideration in vacating a public right-of-way is any inconvenience that the vacation may create. Impact of Street Vacation to Public Accessibility: This vacation will have no impact on public accessibility, as the portion of right of way presently contains no public access and is used and is maintained as a driveway to access the rear of the exiting building. Impact of Street Vacation to Public Services: The proposed vacation does not impact City of Roanoke public services. There are no water, sewer or storm water utilities within the portion of the alley the applicant is requesting to close. The applicant would be required to show an easement around any other possible utilities on the final required plat. Consistency with Comprehensive Plan: City Plan 2040, The City's Comprehensive Plan, states that Roanoke will "encourage active, productive uses of land and preclude unproductive uses of land." By vacating this section of right of way, the city will be divesting itself of land that serves no functional public purpose and allow for redevelopment of a productive use. City Plan 2040 Livable Built Environment policy also "supports development/redevelopment of commercial centers to compliment surrounding neighborhoods". This vacation would allow the applicant to modify the existing building to conform to a new use. The Franklin Road/Colonial Avenue Plan Infrastructure Actions: "Colonial Avenue: Improve Colonial Avenue between Towers Shopping Center and Virginia Western Community College as prescribed in the Long Range Transportation Plan." The applicant intends to incorporate the current right of way into a larger combination of multiple parcels comprising the former Roanoker Restaurant site. 3 Comments on Application: Public Utilities: Western Virginia Water Authority and Stormwater Division approved the application. Roanoke Gas Co. has a main within the portion of the alley. A 12-foot-wide access easement would be required. Cox Cable approved the application. No comments were received from Appalachian Power Company, or Verizon. City Departments: No adverse comments were received by city departments. Planning Commission Work Session: Commission members asked if this closure would impede access. Answer: No, there are trees and a retaining wall at the west end of the proposed closure that currently prevent access. Public Comments: To date there have been no public comments received. Planning Commission Meeting: There were no questions or comments from Commission members. Conclusions and Recommendations: The application is consistent with the City's Comprehensive Plan and the Franklin Road/Colonial Avenue Plan and would not create an inconvenience to the public. Staff recommends vacation of the right-of-way as requested subject to the conditions stated above. _______ _ Sarah Glenn, Chair , City Planning Commission 4 Distribution: Robert S. Cowell, Jr., City Manager W. Brent Robertson, Assistant City Manager Jillian Moore, Acting Director Planning Building and Development Katharine Gray, Agent to the Planning Commission Timothy Spencer, City Attorney Laura Carini, Assistant City Attorney Eric Warren, OJP Rentals, LLC, Applicant 5 .. '` APPLICATION STREET OR ALLEY VACATION ROANOKE Date: 11/21/2022 To: Office of the City Clerk X Original Application Fourth Floor, Noel C. Taylor Municipal Building 215 Church Avenue, S.W. Amended Application No. Roanoke, VA 24011 Phone: (540) 853-2541 Fax: (540) 853-1145 All submittals must be typed and include all required documentation and a check for the filing fee. Application is hereby submitted for street or alley vacation for the property located at: Location and description of street or alley to be closed. alleyway between Tax Map ID 1280408 and 1280419 and alleyway between Tax Map ID 1280412 and 1280423.This area no longer exists as a physical alleyway and instead contains a commercial building and parking lot. Request to close these alleyways to allow the site be redrawn into one parcel. Proposed use of vacated street or alley: Commecial building and parking lot space. Name of Applicant/Contact Person: Eric Warren, OJP Rentals. LLC Mailing Address: 3320 Fawn Hill Rd. Matthews, NC 28105 Telephone: ( ) 540-529-0457 Fax: ( ) E-mail: chief.rentals@gmail.com Applicant(s) signature(s): w 5 November 21, 2022 To Whom It May Concern, In 20081 lost my father suddenly,to illness. He was a giant of a man, known to many in the community as someone you could always count on. Almost forty years ago he set out to build something for the Roanoke Valley that would provide people with good food at reasonable prices. It was his dream to build a freestanding building to house The Roanoker Restaurant, a business his own father had begun in 1941. The perfect site for this building ended up being the lots marked on the attached map. And after a lot of work and compromise,the site was developed and now houses the building that held the Roanoker until it's final closing earlier this year. As my father's only heir, it has been my job to be the steward of this building and property. Since the Roanoker has gone out of business, we are looking to bring another restaurant to the area to service the needs of the community. It is my desire that we do this efficiently with all our I's dotted and T's crossed.To that end, we request that the alleyway that still exists on the tax map be closed so that the plot may be redrawn into one large parcel. It is my belief that this will expedite our ability to bring a new restaurant into the area that will once again be a place where people can gather for good food at reasonable prices. Thank you for your time and consideration. Sincerely, Eric Warren OJP Rentals, LLC Exhibit 1 _o Ilk Mi 'll, �w O 0 d x O r?O O s �6' X00 �j )� O �1� O O s November 21 st, 2022 Areas to be vacated highlighted in yellow pig ............ . , . ._ »< �\ ` \yam\�\ <. � <©� «<�/�+�\ : w���. , �z §�������I .:�:.�a�.. . . .m©�: , »» : <�. . �«:�\��«©»��^ 2 ~�dm ��y2< 2 � � \\��\ ,��<�d � ����d. : : �: �� x . . . . .���. y : >�� > � � . r a - � ,r ,tet i � y w .� w � , �<������\�y\���\ \ .>x>. . . . , < »©w:����y«� � �. �««. » ��=��»©» <����������� . ± « � \.���/� <� <a2���w a» w��» - c .. _ . : © �<ym. �a> � � . . . . y����z,��y> � »»�.���«�< `�+ « » /� <��«�«� ` / »:���� ���6«� �.�:��? . . . . . .y . . . . . . � �a, «:�, � © � � � � � -a»« « > . .. v . . © ^ �^� �� ^» � ,��\ !�` � ��� . � �. ...J. . . . �:»>a: . � . � � . � ��±2 ©���< � . - . . . >����� ? . / � 6� � .�;������} The Roanoke Times Account Number Roanoke,Virginia 6011439 Affidavit of Publication RECEIVIED Date CITY OF ROANOKE-PBD J I Attn TINA CARR 9 REC T, January 03,2023 215 CHURCH AVE CTV t�iir�RitiOPi£ ROOM 166 P_04N;4:.?!;`Ox;G gL�!d.±Es ROANOKE,VA 24011 Date Category Description Ad Size Total Cost 01/04/2023 Legal Notices PUBLIC HEARING 2 x 12.00 IN 4,017.60 Publisher of the Roanoke Times I,(the undersigned)an authorized representative of the Roanoke Times,a daily newspaper published in Roanoke,in the State of Virginia,do certify that the annexed notice PUBLIC HEARING was published in said newspapers on the following dates: 12/27,01/03/2023 The First insertion being given... 12/27/2022 Newspaper reference: 0001390896 Billing Representative Sworn to and subscribed before me this 3rd Day of January 2023 r �.tnnrrrrrgr''i R. Notaq &1fCNDT�Y PUBLIC State of Virginia 0 .. REG,#3 29 9 County of Hanover c 0 MY COMM SSION i Q My Commission expires Ju,41 X26 : ; THIS IS NOT A BILL. PLEASE PAY FROM INVOICE. THANK YOU PUBLIC HEARING NOTICE Any public hearings advertised herein will be held in the City Council Cham- ber,fourth floor,Room 450,Noel C.Taylor Municipal Building,215 Church Ave- nue SW,Roanoke,Virginia.All persons shall be afforded an opportunity to speak and state their views concerning all aspects of these matters. Any applications will be digitally available for review online at https://roanok eva.gov/2019/Commissions or may be obtained digitally by emailing planning @roanokeva.gov. If you are a person with a disability who needs accommodations for any pub- lic hearings advertised herein,please contact the City Clerk's Office,(540)853- 2541,by noon,January 6,2023. Cecelia F.McCoy,CMC,City Clerk The City of Roanoke Planning Commission will hold a public hearing on Janu- ary 9,2023,at 1:30 p.m,or as soon thereafter as the matters may be heard,to consider the following matters.All persons wishing to address the Planning Commission must sign-up with the Secretary to the Planning Commission by emailing planning@roanokeva.gov or by calling(540)853-1330 by noon,Janu- ary 4,2023.Written comments of interested persons will be received by the Secretary to the Planning Commission at planning@roanokeva.gov by noon, January 4,2023. Application by Khawaja Holdings,LLC,to repeal and replace conditions prof- fered as part of a previous rezoning at 191910th Street NW,bearing Official Tax Map No.2060534.The conditions,adopted through the enactment of Ordi- nance 41064-022018,require development in conformance with a develop- ment plan dated January 9,2018;building elevations dated December 22, 2017;and a list of permitted uses.No changes to the proffered development plan or elevations are proposed.The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the following use to the previous list of permitted uses: laundromat.The use classes per- mitted in CG,Commercial-General District,Include a laundromat.The compre- hensive plan designates the property for light manufacturing use. Application by OJP Rentals,LLC,to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600+/-square feet,ad- jacent to Official Tax Map Nos.1280408 and 1280419.Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. Application by TPB Enterprises,LLC,to(1)close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE,Official Tax Map No.7090405,to be zoned CG,Commercial-General District,and incorpo- rated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii)to close by vacation an approximately 0.03 acre portion of right-of-way be- tween 2525 Manning Road NE and 0 Manning Road NE,Official Tax Map Nos. 7120108 and 7170201,respectively,for incorporation into the larger master plan;(iii)to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE,Official Tax Map No.7070114, enacted through Ordinance No.29277 relating to substantial conformity with a site plan,fencing requirements,and zoning;and(iv)to rezone the property located at 2843,2814,0,2838,2828,2842,and 2920 Orange Avenue NE;2802 and 0 Daleton Road NE;0 Scott Road NE;2519,2525,and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201;bearing Official Tax Map Nos.7070114,7130104, 7130105,7130106,7130107,7130108,7130109,7130113,7130123,7130121, 7130122,7120208,7170201(respectively),from CG(c),Commercial-General District with conditions;CG,Commercial-General District;R-5,Residential Sin- gle-Family District;RA,Residential Agricultural District;and 1.1,Light Industri- al District,to MXPUD,Mixed Use Planned Unit Development District,subject to the Development Plan that specifies uses,location of buildings and infra- structure,site access,and building design.The land use categories permit- ted in MXPUD include residential;accommodations and group living;commer- cial;industrial;warehousing and distribution;assembly and entertainment; public,institutional and community;transportation;utility;agricultural;and accessory,with a maximum density of one dwelling unit per 1,800 square feet of lot area.The comprehensive plan designates the property for commercial corridor,mixed residential,general residential,and industrial use.The pro- posed uses are multi-family dwelling and other uses as noted on the PUD plan. Tina M.Carr,Secretary,City Planning Commission City Council will hold a public hearing on the aforesaid matters on January 17, 2023,at 7:00 p.m„or as soon thereafter as the matters may be heard,in the City Council Chamber,fourth floor,Room 450,Noel C.Taylor Municipal Build- ing,215 Church Avenue SW,Roanoke,Virginia. Citizens are advised that the date on which these matters will be heard is a departure from the usual date on which such matters are heard by Council.All persons wishing to address City Council may sign-up online at www.roanokeva.gov/council.In order to sign up,the form to speak before City Council may be accessed under the tab "Sign Up Form to Speak Before Council"on the left of the screen.Sign up forms must be received by noon on January 17,2023. In the event the public hearing is conducted by electronic communication means due to the COVID- 19 pandemic disaster,you will be notified by the City Clerk's Office.For fur- ther information,you may contact the Office of the City Clerk at(540)853- 2541. Cecelia F.McCoy,CMC,City Clerk The City of Roanoke provides interpretation at no cost for all public meetings, upon request. If you would like to request an interpreter,please let us know at least 24 hours in advance by calling(540)853-1283. La Ciudad de Roanoke proporciona interpretaci6n sin costo por todas citas publicas,previa solicitud.Si usted desea solicitar un int6rprete,hbganoslo sa- ber con al menos 24 horas de antelaci6n por Ilamar(540)853-1283. Jiji la Roanoke linatoa huduma ya ukalimani bila malipo katika mikutano yote ya umma,inapoombwa.Iwapo ungependa kuomba mkalimani,tafadhali tujulishe angalau saa 24 kabla kwa kupiga simu(540)853-1283. ????????????????n??? ???????????????????? ????????????????????????????»???????? ?????24???????????????»??»??????»?853.1283(540)?????? PUBLIC HEARING NOTICE PUBLIC HEARING NOTICE Any public hearings advertised herein will be held in the City Council Chamber, fourth floor, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue SW, Roanoke, Virginia. All persons shall be afforded an opportunity to speak and state their views concerning all aspects of these matters. Any applications will be digitally available for review online at https://roanokeva.gov/2019/Commissions or may be obtained digitally by emailing planningkroanokeva gov. If you are a person with a disability who needs accommodations for any public hearings advertised herein, please contact the City Clerk's Office, (540)853-2541, by noon, January 6, 2023. Cecelia F. McCoy, CMC, City Clerk The City of Roanoke Planning Commission will hold a public hearing on January 9, 2023, at 1:30 p.m., or as soon thereafter as the matters may be heard, to consider the following matters. All persons wishing to address the Planning Commission must sign-up with the Secretary to the Planning Commission by emailing planning(r roanokeva gov or by calling(540)853-1330 by noon, January 4, 2023. Written comments of interested persons will be received by the Secretary to the Planning Commission at planning_kroanokeva gov by noon, January 4, 2023. Application by Khawaja Holdings, LLC, to repeal and replace conditions proffered as part of a previous rezoning at 1919 10th Street NW, bearing Official Tax Map No. 2060534. The conditions, adopted through the enactment of Ordinance 41064-022018, require development in conformance with a development plan dated January 9, 2018; building elevations dated December 22, 2017; and a list of permitted uses. No changes to the proffered development plan or elevations are proposed. The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the following use to the previous list of permitted uses: laundromat. The use classes permitted in CG, Commercial-General District, include a laundromat. The comprehensive plan designates the property for light manufacturing use. Application by OJP Rentals, LLC, to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600 +/- square feet, adjacent to Official Tax Map Nos. 1280408 and 1280419. Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. Application by TPB Enterprises, LLC, to (i) close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, Official Tax Map No. 7090405, to be zoned CG, Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of-way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201, respectively, for incorporation into the larger master plan; (iii) to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, Official Tax Map No. 7070114, enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and(iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201; bearing Official Tax Map Nos. 7070114, 7130104, 7130105, 7130106, 7130107, 7130108, 7130109, 7130113, 7130123, 7130121, 7130122, 7120208, 7170201 (respectively), from CG (c), Commercial-General District with conditions; CG, Commercial-General District; R-5, Residential Single-Family District; RA, Residential Agricultural District; and I-1, Light Industrial District, to MXPUD, Mixed Use Planned Unit Development District, subject to the Development Plan that specifies uses, location of buildings and infrastructure, site access, and building design. The land use categories permitted in MXPUD include residential; accommodations and group living; commercial; industrial; warehousing and distribution; assembly and entertainment; public, institutional and community; transportation; utility; agricultural; and accessory, with a maximum density of one dwelling unit per 1,800 square feet of lot area. The comprehensive plan designates the property for commercial corridor, mixed residential, general residential, and industrial use. The proposed uses are multi-family dwelling and other uses as noted on the PUD plan. Tina M. Carr, Secretary, City Planning Commission City Council will hold a public hearing on the aforesaid matters on January 17, 2023, at 7:00 p.m., or as soon thereafter as the matters may be heard, in the City Council Chamber, fourth floor, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue SW, Roanoke, Virginia. Citizens are advised that the date on which these matters will be heard is a departure from the usual date on which such matters are heard by Council. All persons wishing to address City Council may sign-up online at www.roanokeva.gov/council. In order to sign up, the form to speak before City Council may be accessed under the tab "Sign Up Form to Speak Before Council" on the left of the screen. Sign up forms must be received by noon on January 17, 2023. In the event the public hearing is conducted by electronic communication means due to the COVID-19 pandemic disaster, you will be notified by the City Clerk's Office. For further information, you may contact the Office of the City Clerk at (540)853-2541. Cecelia F. McCoy, CMC, City Clerk The City of Roanoke provides interpretation at no cost for all public meetings, upon request. If you would like to request an interpreter, please let us know at least 24 hours in advance by calling(540) 853-1283. La Ciudad de Roanoke proporciona interpretacion sin costo por todas citas piublicas, previa solicitud. Si usted desea solicitar un interprete, haganoslo saber con al menos 24 horas de antelacion por llamar(540) 853-1283. Jiji la Roanoke linatoa huduma ya ukalimani bila malipo katika mikutano yote ya umma, inapoombwa. Iwapo ungependa kuomba mkalimani, tafadhali tujulishe angalau saa 24 kabla kwa kupiga simu (540) 853-1283. ,,csALa.��jLo�)'4yyD ii)cjS 1�oyoc"L�i A...,A url use Please publish in newspaper on Tuesday, December 27, 2022, and Tuesday, January 3, 2023. Please bill and send affidavit of publication by USPS and via email to: Tina M. Carr Secretary to the Planning Commission Planning, Building, & Development City of Roanoke Noel C. Taylor Municipal Building 215 Church Avenue, SW, Room 170 Roanoke, VA 24011 540/853-1730 tina.carrL- roanokeva gov Please send affidavit of publication to: Cecelia F. McCoy, CMC, City Clerk 215 Church Avenue SW, Suite 456 Noel C. Taylor Municipal Building Roanoke, Virginia 24011-1536 540/853-2541 susie.mccoygroanokeva ov CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Room 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 CECELIA F.MCCOY,CMC E-mail: clerk@roanokeva.gov City Clerk CECELIA T.WEBB,CMC Deputy City Clerk RUTH VISUETE PEREZ January 9, 2023 Assistant Deputy City Clerk Eric Warren OJP Rentals, LLC 3320 Fawn Hill Road Matthews, North Carolina 28105 Dear Mr. Warren: A public hearing has been scheduled to be held on Tuesday, January 17 at 7:00 p.m., pending formal action by the City Planning Commission in regard to the request by OJP Rentals, LLC, to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600 +/- square feet, adjacent to Official Tax Map Nos. 1280408 and 1280419. Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. (See copy of the Public Hearing Notice attached.) Formal action by the City Planning Commission following its meeting on Monday, January 9., may be viewed on the City's webpage, www.roanokeva aov, under "Roanoke Planning Commission News", If you have questions regarding the Planning Commission public hearing, please contact Tina Carr, Secretary to the City Planning Commission at (540) 853-1730. Questions regarding the City Council public hearing may be directed to the City Clerk's Office at (540) 853-2541. Sincerely, 0,t :, Cecelia F. McCoy, CMC City Clerk Enclosure c: Madison J Bautista, 2523 Colonial Avenue, SW, Roanoke, Virginia 24015 Jackie Hale Roberts, 2519 Colonial Avenue, SW, Roanoke, Virginia 24015 OJP Rentals LLC, C/O ZenBusiness, Inc., 3320 Fawn Hill Road, Matthews, North Carolina 28105 MDC Properties LLC, P 0 Box 421, Cloverdale, Virginia 24077 . CITY OF ROANOKE OFFICE OF THE CITY CLERK 1 215 Church Avenue,S.W.,Room 456 Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 CECELIA F.MCCOY,CMC E-mail: clerkgroanokeva.gov City Clerk CECELIA T.WEBB,CMC Deputy City Clerk RUTH VISUETE PEREZ Assistant Deputy City Clerk REVISED January 30, 2023 Ben Crew, Project Manager Balzer& Associates, Inc. 1208 Corporate Circle Roanoke, Virginia 24018 Dear Mr. Crew: I am enclosing a revised copy of Ordinance No. 42548-011723 to close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, to be zoned CG, Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of way between 2525 Manning Road NE and 0 Manning Road NE, and so forth, as described in the attached Ordinance. Please see the corrected measures attached; the measure number was inadvertently transposed. I apologize for any inconvenience. The abovereferenced measure was adopted by the Council of the City of Roanoke at a regular meeting held on Tuesday, January 17, 2023. Sincerely, Cecelia F. McCoy, CMC 61 City Clerk Enclosure Adjoining Property Owners January 19, 2023 Page 2 c: James Fielding Douthat 3625 Ridgewood Lane Roanoke, Virginia 24014 g Western Virginia Water Authority 601 S Jefferson Street, S.W., Ste 200 Fitzgerald James Darrell Roanoke, Virginia 24011 2431 Manning Road, N.E. Roanoke, Virginia 24012 VI ASSOCIATES LLC 1401 Municipal Avenue Beth Israel Congregation Cemetery Roanoke, Virginia 24012 % Shirley McNeil 920 Franklin Road 5500 LLC Roanoke, Virginia 24015 3812 Derby Road Linda Short Hodges Roanoke Virginia 24012 440 Edgemont Circle Fifty-Five Hundred, LLC Vinton, Virginia 24179 3812 Derby Drive The Agape Center Corporation, Inc. Roanoke, Virginia 24012 P. O. Box 573 D J N Investments LLC Moneta, Virginia 24121 P. O. Box 649 Alpha Portfolio Owner LLC Vinton, Virginia 24179 c/o Oak Street Real Estate Capital LLC P & JI, LLC Attn: Asset Mgmt 940 Camney Lane Chicago II 60602 Vinton, Virginia 24179 Lynchburg Cranie Service, Inc. D White Properties LLC P. O. Box 432 White Tire Distributors Forest, Virginia 24551 Naples FL 34105 Terry Jo Abernathy Star City Real Properties LLC 2524 Manning Road, N.E. 2804 Matthew Dr Roanoke, Virginia 24012 Vinton, Virginia 24179 Douglas M. Gimbert Bradley V. Thomas 2701 Mary Linda Avenue 3618 Wellington Drive, SE Roanoke, Virginia 24012 Roanoke, Virginia 24014 Robert & Gloria M. Sydnor The Casey D Marshall Trust 1094 Boaters Way 106 Inlet Court Dunnsville, Virginia 22454 Clarksville, Virginia 23927 2 Adjoining Property Owners January 19, 2023 Page 3 Mark L Stout, Jr. 2464 Howard Avenue, NE Roanoke, Virginia 24012 BRC Orange Avenue LLC 5826 Samet Drive, Ste 105 High Point, NC 27265 Joyce B. Higgs 2331 Daleton Road, NE Roanoke, Virginia 24012 Joyce B. Higgs 2631 Daleton Road, NE Roanoke, Virginia 24012 Lawrence C and Laurna G Mundy 1512 Scott Road, NE Roanoke, Virginia 24012 David C and Jennifer W Underwood 1515 Scott Road, NE Roanoke, Virginia 24012 Brazos River Group, LLC POBox 18 Salem, Virginia 24153 Wallace A & Jacqueline B. Reed 2842 Orange Avenue, NE Roanoke, Virginia 24012 Fatima Property, LLC 3526 Shenandoah Avenue, NW Roanoke, Virginia 24017 BHT Properties, LLC 2920 Orange Avenue, NE Roanoke, Virginia 24012 City of Roanoke P0Box 1451 Roanoke Virginia 24007 3 IN THE COUNCIL OF THE CITY OF ROANOKE, VIRGINIA The 17`h day of January 2023. No. 42548-011723. AN ORDINANCE to (i) close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, Official Tax Map No. 7090405, to be zoned CG, Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201, respectively, for incorporation into the larger master plan; (iii) to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, Official Tax Map No. 7070114, enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and (iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201; bearing Official Tax Map Nos. 7070114, 7130104, 7130105, 7130106, 7130107, 7130108, 7130109, 7130113, 7130123, 7130121, 7130122, 7120208, 7170201 (respectively), from CG (c), Commercial-General District with conditions; CG, Commercial-General District; R-5, Residential Single- Family District; RA, Residential Agricultural District; and 1-1, Light Industrial District, to MXPUD, Mixed Use Planned Unit Development District, subject to the Development Plan that specifies uses, location of buildings and infrastructure, site access, and building design; and dispensing with the second reading of this ordinance by title. WHEREAS, TPB Enterprises, LLC, has made application to the Council of the City of Roanoke, Virginia ("City Council"), to (i) close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, Official Tax Map No. 7090405, to be zoned CG, Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201, respectively, for incorporation into the larger master plan; (iii) to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, Official Tax Map No. 7070114, enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and (iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201; bearing Official Tax Map Nos. 7070114, 7130104, 7130105, 7130106, 7130107, 7130108, 7130109, 7130113, 7130123, 7130121, 7130122, 7120208, 7170201 (respectively), from CG (c), Commercial-General District with conditions; CG, Commercial-General District; R-5, Residential Single-Family District; RA, Residential Agricultural District; and I-1, Light Industrial District, to MXPUD, Mixed Use Planned Unit Development District, subject to the Development Plan that specifies uses, location of buildings and infrastructure, site access, and building design; WHEREAS, the City Planning Commission, after giving proper notice to all concerned as required by §36.2-540, Code of the City of Roanoke (1979), as amended, and after conducting a public hearing on the matter, has made its recommendation to City Council; WHEREAS, a public hearing was held by City Council on such application at its meeting on January 17, 2023, after due and timely notice thereof as required by §36.2- 540, Code of the City of Roanoke (1979), as amended, at which hearing all parties in interest and citizens were given an opportunity to be heard, both for and against the proposed rezoning, vacation, and repeal of conditions; and WHEREAS, this Council, after considering the aforesaid application, the recommendation made to City Council by the Planning Commission, the City's Comprehensive Plan, and the matters presented at the public hearing, finds that the public necessity, convenience, general welfare and good zoning practice, require the rezoning, vacations, and repeal of conditions on the subject property, and for those reasons, is of the opinion that the hereinafter described property should be rezoned, vacated, and conditions repealed as herein provided. THEREFORE, BE IT ORDAINED by the Council of the City of Roanoke that: 1. Section 36.2-100, Code of the City of Roanoke (1979), as amended, and the Official Zoning Map, City of Roanoke, Virginia, dated December 5, 2005, as amended, be amended to reflect that: (a) the public right of way situated in the City of Roanoke, Virginia, and more particularly described as follows: an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, Official Tax Map No. 7090405, to be zoned CG, Commercial- General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE, be, and hereby is, altered and closed, as set forth in the Zoning Amendment Amended Application No. 2 dated January 9, 2023; (b) the public right of way situated in the City of Roanoke, Virginia, and more particularly described as follows: an approximately 0.03 acre portion of right-of way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201, respectively, for incorporation into the larger master plan, be, and hereby is, altered and closed, as set forth in the Zoning Amendment Amended Application No. 2 dated January 9, 2023; (c) all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, Official Tax Map No. 7070114, enacted through Ordinance No. 29277 are REPEALED; and (d) the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201; bearing Official Tax Map Nos. 7070114, 7130104, 7130105, 7130106, 7130107, 7130108, 7130109, 7130113, 7130123, 7130121, 7130122, 7120208, 7170201 (respectively), be, and is hereby REZONED from CG (c), Commercial-General District with conditions; CG, Commercial-General District; R-5, Residential Single- Family District; RA, Residential Agricultural District; and I-1, and Light Industrial District, to MXPUD, Mixed Use Planned Unit Development District, subject to the Development Plan that specifies uses, location of buildings and infrastructure, site access, and building design as set forth in the Zoning Amendment Amended Application No. 2 dated January 9, 2023. 2. Pursuant to the provisions of Section 12 of the City Charter, the second reading of this ordinance by title is hereby dispensed with. ATTEST: City Clerk. CITY COUNCIL AGENDA REPORT To: Honorable Mayor and Members of City Council Meeting: January 17, 2023 Subject: Application by TPB Enterprises, LLC, to (i) close by vacation an approximately 0.06 acre portion of Mecca Avenue Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, Official Tax Map No. 7090405, to be zoned CG, Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of- way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201 , respectively, for incorporation into the larger master plan; (iii) to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, Official Tax Map No. 70701 14, enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and (iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201 ; bearing Official Tax Map Nos. 70701 14, 7130104, 71 30105, 71 30106, 7130107, 71 30108, 71 30109, 71 301 13, 7130123, 71 30121 , 7130122, 7120208, 7170201 (respectively), from CG (c), Commercial-General District with conditions; CG, Commercial-General District; R-5, Residential Single-Family District; RA, Residential Agricultural District; and 1-1 , and Light Industrial District, to MXPUD, Mixed Use Planned Unit Development District, subject to the Development Plan that specifies uses, location of buildings and infrastructure, site access, and building design. Staff Recommendation: By a vote of 6-0, with Commissioner K. Atwood absent, the Commission recommends approval of the rezoning request, finding that the Amended Application No. 1 , as amended at the public hearing and subsequently submitted as Amended Application No. 2, is consistent with the general principles within the City's Comprehensive Plan, Hollins/Wildwood Area Plan, and the Zoning Ordinance as the subject property will be developed and used in a manner appropriate to the surrounding area. The recommendation for approval is subject to the conditions in Attachment B for the vacation of said portions of Mecca Avenue Street NE at the intersection with Orange Avenue NE and right-of-way between 2525 Manning Road NE and 0 Manning Road NE. Application Information: Request: Street/Alley Closure by Vacation Repeal of Proffered Conditions Rezoning to Planned Unit Development Owners: James Fielding Douthat City of Roanoke Barry Reed, Betina Alls, Brett Reed Ismail Holding, LLC Brazos River Group, LLC BHT Properties, LLC Applicant: Daniel Cyrus, TPB Enterprises, LLC Agent: Ben Crew, Balzer & Associates, Inc. City Staff Person: Katharine Gray, Land Use and Urban Design Planner Address: Street/Alley Closure by Vacation: i) approximately 0.06-acre portion of Mecca Avenue Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE ii) approximately 0.03-acre portion of right-of-way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201 Repeal of Proffered Conditions: 2843 Orange Avenue NE Rezoning: 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201 Official Tax Nos: 70701 14, 7130104, 7130105, 7130106, 7130107, 7130108, 7130109, 71301 1 3, 7130123, 7130121 , 7130122, 7120208, 7170201 2 Site Area: +/-56.95 acres Relevant Plans: Hollins/Wildwood Area Plan Proposed Land Use: Mixed Use Development, including multifamily dwellings and commercial uses as noted on PUD plan Future Land Use: Commercial corridor, mixed residential, general residential, and industrial use Filing Date: Original Application: November 28, 2022 Amended Application No. 1 : December 16, 2022 Amended Application No. 2: January 09, 2023 Background: The approximately 57-acre property is made up of a 13 parcels and right-of-way to be vacated located at the intersection of Orange Avenue and Mecca Street NE. The property on the southwest corner of Orange Avenue and Mecca Street has a restaurant use. The properties just to the north of Orange Avenue have car dealerships and detached single-family residential dwellings. The properties to the north of those parcels are vacant parcels surrounding a City of Roanoke regional stormwater facility. Proposed Use/Development: The applicant proposes to develop a mixed use development on the approximately 57-acre property. As part of the development, the intersection at Orange Avenue and Mecca Street would be rebuilt by the developer, realigning Mecca Street to be perpendicular to Orange Avenue, adding an entrance/exit to a new mixed use community on the northern side of Orange Avenue, installing turn lanes on Orange Avenue, and installing a new light to manage the new four-way intersection. A sidewalk would be constructed along the length of the Orange Avenue frontage. On the southern side of Orange Avenue, a small portion of the existing right-of- way for Mecca Street is requested to be vacated as part of the realignment to the west. That vacated portion of property would be incorporated into the adjacent commercial parcel to the east of the intersection. The property on the southwestern corner of the intersection with Mecca Street has existing proffered conditions that the applicant requests to repeal, as follows: 1 . The property will be developed in substantial compliance with the site plan prepared by T. P. Parker & Son Engineers & Surveyors, Ltd., dated .July 8, 1988, a copy of which is attached to this Petition for Rezoning 3 as "Exhibit B," subject to any changes required by the City during site plan review. 2. That a chain link fence six feet in height will be constructed on the southerly boundary of the property adjacent to the property of the TRS East End Baptist Church designated as Roanoke City Tax No. 7070115. 3. That if no building permit has been issued and no construction commenced within three (3) years from the date of final zoning approval, the zoning shall refer to Light Manufacturing District LM. That same 2.31 -acre commercial property would be redeveloped with right-of- way dedicated for the street realignment. Two entrance/exits would be created in place of the three existing entrance/exits. Uses and development standards on the PUD plan would regulate any new building. On the northern side of Orange Avenue, a 54.64-acre property made of multiple parcels would be combined into four parcels. The three new parcels along Orange Avenue are proposed for commercial development, subject to the uses and development standards on the PUD plan. The new entrance into the development extends from the realigned intersection at Orange Avenue and wraps around the back of the commercial properties to the ridge where the forth and largest parcel is located. Each parcel is entered from the private street. The forth parcel contains the residential development with 768 dwelling units in 16 midrise buildings in two areas separated by an existing stormwater pond that is proposed to be repaired and enlarged. The first residential phase sits between the commercial properties along Orange Avenue and the stormwater pond. The private street bisects the area with four midrise multifamily dwellings set close to the street with parking to the side and rear of the buildings. Two additional buildings are set towards the edges of this area. The second residential phase sits between the stormwater pond and Manning Road to the northwest. The ten midrise multifamily dwellings are set in three groups along a circular road. Community facilities such as a clubhouse and pool are located at the entrance to the second phase on the eastern portion of the site. A second entrance/exit is located at the northwestern corner of the site at Manning Road. A sidewalk would be constructed along the length of the Manning Road frontage. The development plan limits the building placement and form, site development, and use of the property to particular residential and neighborhood commercial uses. The development would also be subject to the supplemental regulations and development standards of the zoning ordinance, some of which are reflected in the concept plan. 4 Considerations: Compatibility with Surrounding Land Uses: This property is located along a major commercial corridor, with industrial zoning districts to the north and east. Commercial and residential zoning districts are to the south and west. Existing land uses reflect those zoning designations: Zoning District Land Use North 1-1 , Light Industrial District Distribution centers; Utility distribution, transitional; Contractor's shop, heavy construction; Building supplies and materials, wholesale; Motor vehicle or trailer painting and body repair South MX, Mixed Use District Place of Worship, Vacant, and Single-family detached dwellings East ROS, Recreation and Open Space; Cemetery; Fueling station, and 1-1 , Light Industrial District commercial or wholesale, Contractor's shop; Supply Pantry; Motor vehicle repair or service establishment; Commercial motor vehicle rental establishment West MXPUD, Mixed Use Planned Unit Multifamily dwellings, Single- Development; and R-5, Residential family detached dwellings, and Mixed Density District Vacant Staff finds the proposed development an appropriate transition between the disparate land uses that exist today. Applicability/Appropriateness of Proposed Zoning District: The development would be subject to the standards of the MXPUD, Mixed Use Planned Unit Development, district and supplemental regulations and development standards of the zoning ordinance. In a Planned Unit Development District, many of the dimensional regulations and land uses are defined by the PUD development plan. The proposed development plan displays the required information through graphics and text. Availability of Other Property: There are no other available properties of comparable size in the immediate vicinity that are zoned to permit this type of development. 5 Consistency with Comprehensive Plan: City Plan 2040 advocates development of higher density residential uses along commercial corridors. The site is situated on a topographically challenging property along a major commercial corridor adjacent to multiple neighborhoods to the south and west of the site with industrial uses to the north and east. The residential areas surrounding the property are of approximately similar or slightly less permitted densities than the property under consideration for rezoning. The industrial area is intensively developed. Relevant policies and action items in the comprehensive and neighborhood plan include: Policy/Action Plan Applicability Big Ideas: Comprehensive The proposed Category 1 : Physical Development of Our Plan', Big Ideas a velowideprange of ment vides Community Complete Neighborhoods housing options Every neighborhood should offer a wide range through multifamily of housing options within or in close dwellings in an area proximity to commercial areas that provide appropriate for higher services, retail, and restaurants; schools and density residential child care, places of worship; and parks and uses along a major open space. These complete neighborhoods commercial corridor to are served and connected by an effective the south and between multimodal transportation system. single-family detached dwellings to the west and an intensively developed industrial area to the north and east. Livable Built Environment The proposed Policy 4: Support development/redevelopment development uses of commercial corridors and large commercial property with existing centers to compliment surrounding car dealerships, a neighborhoods restaurant, and a few Require all new and major redevelopment single family dwellings of commercial corridors and commercial along Orange Ave, centers to compliment and transition well along with vast acres into the surrounding neighborhoods of undeveloped Allow a wide variety of uses that serve property and an area surrounding neighborhoods along with the stormwater facility broader community north of Orange Provide multimodal connections from Avenue to create a neighborhoods to, along, and through the more neighborhood commercial corridor and/or large compatible commercial center. commercial development along ' CityP1an2040 City of Roanoke, 2020 2 Hollins/Wildwood Area Plan City of Roanoke. 2005 6 Policy/Action rt licability venue and ial community The ent realigns reet at venue with a rsection and multimodal connections to provide better access to both to the development and neighborhoods south of Orange Avenue. It also adds a multimodal connection at the northern end of the development to Manning Road. Harmony with Nature The development Priority Three: proposes to Policy 1 : Adapt the City's approach to incorporate and stormwater management to the changing expand a regional climate stormwater facility Storm frequency and intensity is expected to into a design feature increase as a result of climate change. The within the overall City needs to reduce its contribution to development, making climate change and also adapt to these already planned expected increases through innovative, repairs and sustainable methods. improvements as part o Update design standards to reflect changes of the development. in rainfall intensity o Prioritize construction of BMPs over less sustainable stormwater infrastructure as part of City projects o Promote innovative practices in stormwater management o Ensure a systems approach that balances current capital improvement projects with future climate goals Livable Built Environment The plan requires Priority Seven: Complete Streets curb, gutter, planting Roanoke recognizes the need for streets that strip with street trees, are safe for all users. Policies for this priority and sidewalk along the focus on improved infrastructure and Orange Avenue and education on all modes of transportation, Manning Road such as bicycling and walking. frontages and Policy 2: Improve pedestrian systems sidewalk and street o Require sidewalk construction or trees along the private replacement along streets and for street internal to the 7 Policy/Action rrApyp.l,cability circulation between buildings and activity areas as part of all development projects, unless scale is minimal o Improve pedestrian systems through planting shade trees, adding pedestrian scale lights, and street furniture City Design The proposed Suburban Neighborhoods development allows Corridors the established Corridors in suburban neighborhoods tend to neighborhoods to emphasize vehicular mobility with multiple maintain their overall travel lanes, high speeds, turn lanes, and little character while pedestrian, bicycle and transit forming a more accommodation. gradual transition Along many corridors, low-intensity strip industrial area through development exists with large spaces between the placement, scale, buildings and large amounts of parking. massing, entrance Large-scale commercial centers are often location and window situated along or located at intersections of openings, and these corridors. detailing of the built form. As noted in the Design principles: neighborhood urban New development should incorporate urban design principles, the neighborhood principles rather than replicate housing is of larger suburban principles. scale as appropriate Commercial centers should incorporate adjacent to the major complementary residential uses, parcel commercial corridor. development along street frontages, public Pedestrian open space for community gathering, reduced accommodations are surface parking areas with landscaping included along each throughout, well defined driveways (street-like property frontage on feel), and pedestrian/bike access through the public streets. center. o Commercial center connections into the surrounding communities should be strengthened to include pedestrian and bike accommodations. With most of the City's parcels already Neighborhood The proposed developed, or 'built out,' vacant or Plan development of this underutilized land is at a premium. New topographically developments need to maximize the use of challenging site forms the land and preserve the natural environment an urban community as much as possible. Cluster development is along a private street ideal for large sites as it allows for greater that winds up the densities while still maintaining some green ridge behind the space that benefits all residents. Orange Avenue Design features of housing clusters include: commercial corridor and around the 8 Policy/Action Plan Applicability Traditional neighborhood design; houses existing stormwater should be oriented close to the street (less infrastructure. The than 20 feet) and to each other. Houses have mid-rise buildings are minimal setback distance from the street, and set close to the street parking should be on-street, or to the rear or in Phase I with parking side of the house. to the side and rear. • Traditional neighborhood streets; pavement In Phase II, the widths need only be between 22-30 feet, and buildings are set lined with trees, curb, gutter and sidewalk. farther back with • Green space; approximately 20% of the parking in the front. development should be preserved either as Over 30% of the natural forest or a landscaped buffer. development is • Stormwater management; retention or proposed to be detention ponds should be incorporated into greenspace and the development without detracting from the landscaped buffer with aesthetic quality of the natural environment the majority of that area towards the single-family dwellings to the west. The existing City stormwater pond will be renovated to improve the water quality and add capacity to accommodate the development. Several sites could be potential housing The proposed cluster developments. The City should development would consider residential development on these provide 768 housing sites, only if a detailed plan were created that units within conforms to the design guidelines of Vision approximately 54 2001-2020, the City's comprehensive plan, acres on the north and the goals of the forthcoming Strategic side of Orange Housing Plan. Such a plan would be required Avenue, approximately to maximize the number of units, limit one unit per 3000sf, parking and impervious surfaces, and the equivalent density preserve green space. of the zoning district The following sites should be considered for one intensity greater future housing cluster development: Orange than the adjacent R-5 and Daleton Avenues District. The plan From the north side of Orange Avenue does this by between 24th and Granby Streets, to the concentrating the south side of Daleton Avenue, there are nine units within mid-rise parcels that span over 41 acres with only five buildings along an houses. The best point of access to most of urban street towards them is from Daleton Avenue, off of 24th the center of the site, Street and uphill from Orange Avenue. This preserving greenspace land is proposed for "mixed residential" in the at the perimeter. This future land use map. While the topography also reduces the 9 Policy/Action Plan Applicability poses development challenges to this land, it impervious surface could be developed at a much higher density area on the site. while still preserving green space as a natural buffer along Orange Avenue. The future land use plan from the Cityftn2040 designates the various parts of this approximately 57acre property for commercial corridor, mixed residential, general residential, and industrial use. Although, the development proposed does not include the least and most intensive uses within the mixture of uses proposed, it does contain the more moderately intensive commercial corridor and mixed residential components which forms an appropriate transition between the commercial corridor of Orange Avenue, general residential on western side of the development, and industrial on the northern and eastern side of the development that meets the overall principles found within the plan. Comments on Application: Planning Commission Work Session: Discussion by the Planning Commission in its work session considered outreach to the community, technical corrections to the application, uses permitted, retaining walls, landscaping adjoining residential property, development standards for commercial buildings, streetscape improvements, intersection improvements, updates to the traffic study, and corrections needed within the application to reflect zoning requirements. The applicant submitted Amended Application No. 1 to address most concerns noted above. Interdepartmental Comments: General comments were provided from the Planning Building and Development department related to: stormwater design requirements, building and zoning subdivision requirements, and the permitting process. Public Comments: Public comment has focused on added traffic on Manning Road, bike/pedestrian connections, stormwater, and green space. Public Hearing: Two people made comment. The comments focused on the benefit of the stormwater work within the planned development, additional funding available 10 for water conservation efforts, the need for additional bicycle accommodations for all development, and the timing of Planning Commission meetings. Conclusions: Density: The proposed density is appropriate for a location along a major commercial corridor to the south and between single-family detached dwellings to the west and an intensively developed industrial area to the north and east. Building Form: Sixteen 4-story buildings with approximately 48 dwelling units each form the residential phases of the development. The maximum building height at 60ft in height is an appropriate transition from the 35ft maximum height allowed in the residential area to the west and the unlimited height governed only by distance from adjoining residential properties of the industrial area to the north and east. The form is broken down through varying roof heights and projecting and recessing building planes. There is an easily recognizable and accessible primary entrance to each unit that faces the private street within the development. There are ample window openings that are vertically and horizontally aligned as depicted on the front building elevations. The materials proposed are structurally durable. Stormwater. An existing stormwater facility exists in the center of the property. Planned maintenance on the facility and improvement of facility will be performed as part of the proposed development. The City administers a Stormwater Management Program for all new development. This program enforces performance standards for the volume and quality of post-construction runoff. Compliance of the stormwater management plan with these standards is assessed during Comprehensive Site Plan review process. Staff recommends that all water quality measures be addressed on-site in lieu of purchasing off-site credits during the development review process. Traffic: The Transportation Division has reviewed the zoning amendment proposal, concept plans, and Traffic Impact Analysis (TIA) provided by TPB Enterprises and Balzer & Associates. The Transportation Division concurs with the TIA findings and supports the public infrastructure improvements shown in the concept plans. 11 The improvements, such as the sidewalks and crosswalks, turn lanes, and the traffic signal proposed by the developer will provide safer and more efficient passage for pedestrians and motorists alike. In particular, the traffic signal and re-alignment of Mecca Street will provide greater mobility for pedestrians and residents in the surrounding community proximal to the proposed traffic signal. In addition, including a Thru-Cut intersection provides the necessary geometry and signalization to effectively manage the additional traffic without creating an undue burden on the existing traffic patterns along Orange Avenue. This and other innovative intersection designs are favorable nationwide to preserve or improve capacity on high-volume roads where much more expensive options are no longer viable. The additional traffic generated by the development utilizing Mason Mill Road and Manning Road is not anticipated to impact travel or oversaturate the existing street network. Therefore, per the TIA, no additional stop signs or traffic signals are warranted based on the additional anticipated traffic volumes. Additional reviews based on survey-level site plans are required to ensure that the above features meet City and State roadway standards. Therefore, configuration, alignment, or other details for the proposed infrastructure improvements may change based on future project reviews during the comprehensive development review process. Tree Canopy: The proposed tree canopy coverage of 15% in the residential portion of development and 10% in the commercial portion of the development would meet or exceed the minimum coverage that would be required under the proposed zoning district. Conclusions and Recommendations: The proposal is consistent with the general principles within the City's comprehensive plan with respect to the proposed land use. The proposed MXPUD development plan is generally consistent with the City's planning and urban design principles. The development proposal will provide new neighborhood-focused commercial development and 768 new dwelling units on mostly undeveloped land that is located adjacent to an existing major commercial corridor. The comprehensive plan supports the idea of increased residential density around such corridors. The MXPUD development plan provides for an arrangement of buildings, parking, and access that is responsive to the many challenges of the site. 12 The Planning Commission supports the proposed rezoning and recommends approval. Sarah Glenn, Chair � 1 City Planning Commission Enclosure: Attachment A, Zoning District Map Attachment B, Right-of-Way Vacation Conditions Distribution: Robert S. Cowell, .Jr., City Manager W. Brent Robertson, Assistant City Manager Jillian Papa Moore, Acting Director Planning Building & Development Katharine Gray, Agent to the Planning Commission Timothy Spencer, City Attorney Laura Carini, Senior Assistant City Attorney Daniel Cyrus, TPB Enterprises, LLC Ben Crew, Balzer & Associates, Inc. 13 ` I-1: Light . s. 1 •_ '• • I „ Industrial t .wee#e!e ,W,AI# ! . �#pie##i'e+ie#lies°l�.�.�i'#°w'#e®O+, !e!eleeeele♦e!♦#� . ♦ 41lee!♦W#ee#d!!`# i .ted!♦#eee♦#!1♦♦#!!!!#♦!!♦#ee# �+►�d�i►#♦�►###1♦##QQC1r r 1 r : 1 r • - _ r I,.r.O#e®eee#1��!#ddb,.!#e°!#!#'�ee�l�,l�,eft►!'�,�#�<�°edeelde�,�#''�®ee#e#ei�db e �ee!!�!®ee#ei'!'e°ee#+e#e°i ♦!!!e°e+e!°e#♦!#e+►!e#�#�°~'°`�'♦' . . ###1e��►ee#®e#ee!°e#!°e®eee°e°ieeee'!°e'!#i!r;i°e'!#iei� e - .! . .. *! #°�ll�!#e#!e°♦ems!#!°.ee,�e#,�i�ee°e®tee°epi**e+°l�,leee#ee�► • e'e�ee#ie#'°epee°e°#ee,�#a!'eei®!e#♦°°®t#'°epee#ieie°e#e e #eeleeeeeeeee#!#♦#eelelel ids dd 0lie#°!°e'i##e#�4ld�!♦ie°°+1°e°#�#e#°e'!°♦«#!♦°!°`� o�4WIV e°#'#'°♦!' ee#e#e#'!�#e#'#e#°eei!°l�e,�.► .' eeW#e°l +eek`` ♦#e ►#e♦ee°!!!,*#lle1°!!!!#�1e!#e44►!#eee!#�, �►##!#e#° ee!!e!e#eleee!!!®♦le ♦!♦e!!♦e!!♦� doe♦1#e♦#41#♦♦###!##e# #!♦#!#!♦####m rd�►+#°#°!#tRt�d#e+e,�e°!# e°♦*1,�#+e°e°1,� `�,�1�'�4,�,'�,�!°e#l�o#,�#1e#�#1'#`• '�'_ #°i♦� ..,�#!e � ♦#cele app !RA,9,,,e®®,+i•*+IrM!!#dam ►+°eek#!#�Re ,,*jk a_'A y Ui cu Oe Sinyle'FamrlY!!##♦!♦#♦ed�9 '!##f1'+1♦e"e e#eds„d�, al. G #{y°�.�1�►�#®�#`°1##°!#e°♦�►##,�1,�!°!!##� 4##°e`♦®#!®#e�,t► #d###1;C am m er c i eneral RCS S:ti - _ • � _ #d#9�#S## 1►!d#ep#!# and C�p e'ii';S p'ac e �„ !° �!°!#♦,�#,�+►°!#ede#1## ♦�t,orn mer ci'I-General - `.` �, �Smgle F'adinily�dd r�.�` �•� t • :' rr 4 1 `d+!`o n��e4ial-General, tti O IN PUD: Institutional Planrre<1 Unit Deva. r Ord#41408-031819 MXPUD(c): M1xe Use CG: . M ne • Pland Unit Devi-onditional' Cornme�cial-General • Mixed Use w •• „� Ord#40302�072015��` r �� 1 r �� a:. ✓+ r r R.S�R�e5 r' I�,il Y 1 11` 11 , MX: Mizecl r` Single-Family U s e r r r. Attachment B Right-of-Way Vacation Conditions: 1 . Upon meeting all conditions to the granting of the application, the applicant shall deliver a certified copy of this ordinance for recordation to the Clerk of the Circuit Court of Roanoke, Virginia, indexing the same in the name of the City of Roanoke, Virginia, as Grantor, and in the name of the petitioner, and the names of any other parties in interest who may so request, as Grantees. The applicant shall pay such fees and charges as are required by the Clerk to effect such recordation. 2. Upon recording a certified copy of this ordinance with the Clerk of the Circuit Court of the City of Roanoke, Virginia, the applicant shall file with the Engineer for the City of Roanoke, Virginia, the Clerk's receipt, demonstrating that such recordation has occurred. 3. The applicant shall submit a subdivision plat to the Subdivision Agent, receive all required approvals thereof, and record the plat with the Clerk of the Circuit Court for the City of Roanoke. Such plat shall combine all properties which would otherwise dispose of the land within the right-of-way to be vacated in a manner consistent with law, and retain appropriate easements for the installation and maintenance of any and all existing utilities that may be located within the right-of-way, including the right of ingress and egress. 4. If the above conditions have not been met within a period of twelve (12) months from the date of the adoption of this ordinance, then such ordinance will be null and void with no further action by City Council being necessary, unless extended by the Planning Commission Agent for an additional six (6) months prior to the end of the twelve (12) month period. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Roanoke,Virginia 24011 Click Here to Print Phone: (540)853-1730 Filing Date: 1/9/2023 Submittal Number: Amended Application No.2 ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑ Rezoning,Conditional ❑Amendment of Planned Unit Development Plan ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑Establishment of Comprehensive Sign Overlay District Address: [2-519 Manning Rd,NE/0 Scott Road NE/2525 Manning Road NE/0 Manning Road NE Official Tax No(s).: 7130122/7130121/7120208/7170201 Existing 0 Without Conditions Ordinance Zoning: R-5,Residential Single-Family ❑With Conditions No(s).(If /a [] Planned Unit Development applicable): Requested ❑ Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmei ❑With Conditions Land Use: Allowable Uses Per PUD Plan Planned Unit Development Name: James Fielding Douthat Phone Number: +1 (540)343-8136 Address: 3625 Ridgewood Lane Roanoke,VA 24014 E-mail: lasjdouthat@cox.net Dv Name: PB Errierprises,LLC Phone Number- 1(434)610-3119 Address: P.O.Box 148 Forest VA 24551 E-mait; dtyru9@thQmasbuildersof+r Name: Salzer and Associates,Inc, c/o Ben Crew Phone Number: 1(540)772-9580 Address: 1208 Corparate Circle Roanoke,VA 24018 E-mail: Screw@Bslzer.cc kaet►9Hiklkf�!»' '' r "r—.._'.ate----" fX Completed application form and checklist. rx' Written narrative explaining the reason for the request. r Metes and bounds description,if applicable. r Filing fee. (- Concept plan meeting the Application Requirements of Item 12(c),in Zoning Amendment Procedures. r Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. fX Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. NNW F Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. F Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. f— Written proffers to be amended. See the City's Guide to Proffered Conditions. F Copy of previously adopted Ordinance. F- Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. f— Copy of previously adopted Ordinance. F- comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. r Copy of previously adopted Ordinance. F- A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. Ir JOE F' Cover sheet. f— Traffic impact analysis. (' Concept plan. F- Proffered conditions,if applicable. f— Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeva.goviplanningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Budding 215 Church Avenue,S.W. pick HeretoPrint Roanoke,Virginia 24011 Phone: (540)853-1730 Filing Date:1/9l2023 Submittal Number: Amended Appikation No.2 ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Plan ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑Establishment of Comprehensive Sign Overlay District Address: 0 Daleton Road NE Official Tax No(s).* 7130123 Exisling Q Without Conditions Ordirtanoe Zoning: i-1,light industrial ❑With Conditions NOW.(If Na ❑Planned Unit Development appdcable): Requested ❑Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmei ❑With Conditions Land Use: Allowable Uses Per PUD Plan Q!damned Unit Development �� . . Name: lCity of Roanoke Virginia Phone Number. Address: PO Box 1451 R VA 24007 E-mall: Name: ITPR Enterprises,LLC Phone Number: +1(434)610-3719 Address: P.O.Box 148 rest,VA 24551 E-mail: ldcyrus@thomasbuilderso s LN i Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number. +t(540)nz-9sao Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Bcrevv@Babzer.cc R Completed application form and checklist. R Written narrative explaining the reason for the request. R Metes and bounds description,II applicaWe. R HUM fee. rf Concept plan meeting the Application Requirements of item'2(cy In Zoning Amendment Procedures. r Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(cy in Zoning Amendment Procedures. Please label as F 'development plan'If proffered. NA. *'.car 's .�' �". �..k`; .. ,',ate eIN W R Development plan meeting the requirements of Section 36.2.326 of the City's Zoning Ordnance. r Comprehensive signage plan meeting the requirements of Section 36.2-336(dK2)of the City's Zoning Ordinance. -Wmqn Amended development or concept plan nceetin9 the Appipfion Requirements of item'2(c)'in Zoning Amendment Procedures, r if app�caWe. r Written proffers to be amended. See the City's Guide to Proffered Conditions. C` Copy of previously adopted Ordinance. Amended deveio stent tan meeting the requuements o 1 ' . Ir P P f Section 36.2-326 of the City's Zoning Ordinance. r Copy of previously adopted Ordinance. C" Amended comprehensive signage p}an meeting the requirements of Sectton36.2-336(d)of the City's Zoning Ordinance. r Copy of previously adopted Ordinance. r A Traffic Impact Study in compliance with Appendix B-2(e)of the Cilys Zoning Ordinance. (� Coversheet. r Tragic impact analysis. F- Concept plan. r Proffered conditions.tf applicable. F' Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeve.goviplsnningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Roanoke,Virginia 24011 Click Here to7P nt Phone: (540)853-1730 Filing Date:1/9/2023 Submittal Number: Amended Application No.2 ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Pian ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑Establishment of Comprehensive Sign Overlay District Address: FHO72Daleton Road NE Official Tax No(s).: 7130113 Existing ❑x Without Conditions Ordinance Zoning: RA,Residential-Agricultural ❑With Conditions No(s).(If n/a ❑ Planned Unit Development applicable): Requested ❑ Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmei ❑With Conditions Land Use: Allowable Uses Per PUD Plan n Planned Unit Development Name: Barry Reed Phone Number: +1 (636)346-3475 Address: 2842 Orange Avenue NE Roanoke,VA 24012 E-mail: Name: TPB Enterprises,LLC Phone Number: +1(434)610-3719 Address: P,O.Box 148 Forest,VA 24551 E-mail: dcyrus@thomasbuildersofv �ta�r.staw..: Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +1(540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail; Bcrew@Balzer.cc qulq,itbRyeXss�naNr. '. rX Completed application form and checklist. F Written narrative explaining the reason for the request. JR Metes and bounds description,if applicable. JR Filing fee. (" Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. r Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. 19 Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r— Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. (— Written proffers to be amended. See the City's Guide to Proffered Conditions. I— Copy of previously adopted Ordinance. F Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. (— Copy of previously adopted Ordinance. (' Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. (— Copy of previously adopted Ordinance. J— A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. f— Cover sheet. r Traffic impact analysis. r Concept plan. F Proffered conditions,If applicable. r Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeva.govlplanningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Here to Print Roanoke,Virginia 24011 Phone: (540)853-1730 Filing Date:1/9/2023 1 Submittal Number: Amended Application No.2 ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions Rezoning,Conditional ❑Amendment of Planned Unit Development Plan Ox Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑Establishment of Comprehensive Sign Overlay District Address: 2802 Daleton Road NE Official Tax No(s).: 7130113 Existing ❑x Without Conditions Ordinance Zoning: RA,Residential-Agricultural ❑With Conditions No(s).(if n/a Ej Planned Unit Development applicable): Requested ❑Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmer ❑With Conditions Land Use: Allowable Uses Per PUD Plan ❑x Planned Unit Development Name: Retina A Alls Phone Number: +1(540)520-4922 Address: 2842 Orange Avenue NE Roanoke,VA 24012 E-mail: Name: PB Enterprises,LLC Phone Number:L +1(434)610-3719 Address: P.O.Box 148 Forest,VA 24551 E-mail; dcyrus@thomasbuildersofAv AOpSaMa 8 Name: IBalzer and Associates,Inc. c/o Ben Crew Phone Number: +1(540)I 772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Bcrew@Balzer.cc (�Z Completed application form and checklist. f9 Written narrative explaining the reason for the request. IR Metes and bounds description,if applicable. r Filing fee. r.Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. (— Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item 12(c),in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. 11111IM11111 111110 1111 (X Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. (— Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, r if applicable. (— Written proffers to be amended. See the City's Guide to Proffered Conditions. r Copy of previously adopted Ordinance. (- Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. (� Copy of previously adopted Ordinance. r Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the Cites Zoning Ordinance. r Copy of previously adopted Ordinance. r A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. 1 11 pill r Cover sheet. F Traffic impact analysis. r Concept plan. r Proffered conditions,if applicable. F' Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeve.govlplanningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Here to Print Roanoke,Virginia 24011 Phone: (540)853-1730 Filing Date:1/9/2023 Submittal Number: Amended Application No.2 ❑Rezoning,Not Othervrise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Plan ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑Establishment of Comprehensive Sign Overlay District ton Road NE Address: 2802 Da le Official Tax No(s).: 17130113 — Existing ❑x Without Conditions Ordinance Zoning: With Conditions No(s).(if Fn/a 9 RA,Residential-Agricultural ❑ applicable): ❑ Planned Unit Development Requested ❑Without Conditions Proposed Zoning: With Conditions Land Use: Allowable Uses Per PUD Plan 9 MXPUD,Mixed Use Planned Unit Developmet ❑ - ❑x Planned Unit Development Name: 18rett A Reed Phone Number: +t(5ao}st 9 6t373 Address: 2842 Orange Avenue NE Roanoke,VA 24012 E-mail: _ brLffF ViAr t Name: PB Enterprises,LLC Phone Number: +1(434)610-3719 _7= E-mail: Address: P.O.Box 148 Forest,VA 24551 dcyrus@thomasbuildersofv �wre�s Phone Number:Ei��Name: lBalzer and Associates,Inc. c/o Ben Crew Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Screw@Balzer.cc r Completed application form and checklist. IR Written narrative explaining the reason for the request. JR Metes and bounds description,if applicable. F Filing fee. 1,110N W F- Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. r" Written proffers. See the Cily's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as f 'development plan'if proffered. r Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r- Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. F Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. f- Written proffers to be amended. See the City's Guide to Proffered Conditions. F- Copy of previously adopted Ordinance. r Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r Copy of previously adopted Ordinance. (' Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. (' Copy of previously adopted Ordinance. r- A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. IN OEM F Cover sheet. r" Traffic impact analysis. r- Concept plan. r" Proffered conditions,if applicable. (— Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeva.govlplanningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Here to Print Roanoke,Virginia 24011 Phone: (540)853-1730 Filing Date:1/9!2023 Submittal Number: lAmended Application No.2 ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Plan ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑ Establishment of Comprehensive Sign Overlay District Address: 2814 Daleton Road NE Official Tax No(s).: 17130104 Existing ❑x Without Conditions Ordinance Zoning: R-5,Residential Single-Family ❑With Conditions applic n/a E] Planned Unit Development pplicabbll e): Requested ❑Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmei ❑With Conditions Land Use: Allowable Uses Per PUD Plan ❑x Planned Unit Development Name: Barry A.Reed Phone Number: +1(636)346-3475 Address: 2842 Orange Avenue NE Roanoke,VA 24012 E-mail: nwerly Name: PB Enterprises,LLC Phone Number: +1(434)610-3719 Address: P.O.Box 148 Forest,VA 24551 E-mail: dcyrus@thomasbuildersofv Appeoanr.8 Name: Balzer and Associates,Inc. c%Ben Crew Phone Number: +1(540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: screw@Balzer.cc • rx Completed application form and checklist. fK Written narrative explaining the reason for the request. V Metes and bounds description,if applicable. [x Filing fee. rr Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. i r" Written proffers. See the Cites Guide to Proffered Conditions. Concept plan meeting the Application Requirements of Item'2(c)'in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. 19 Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r" Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. r Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. f- Written proffers to be amended. See the City's Guide to Proffered Conditions. F Copy of previously adopted Ordinance. F Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. [— Copy of previously adopted Ordinance. r- Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. r- Copy of previously adopted Ordinance. r' A Traffic Impact Study in compliance with Appendix 8-2(e)of the City's Zoning Ordinance. r" Cover sheet. r- Traffic impact analysis. r- Concept plan. (— Proffered conditions,if applicable. r Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeva.goviplanningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Here to Print Roanoke,Virginia 24011 Phone: (540)853-1730 Filing Date:1!912023 Submittal Number: Amended Application No.2 ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Plan N Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District D Establishment of Comprehensive Sign Overlay District Address: 2814 Daleton Road NE Official Tax No(s).: 17130104 Existing ❑x Without Conditions Ordinance Zoning: With Conditions No(s).(if nla 9 R-5,Residential Single-Family ❑ applicable): ❑ Planned Unit Development — Requested ❑Without Conditions Proposed Zoning: With Conditions Land Use: Allowable Uses Per PUD Plan MXPUD,Mixed Use Planned Unit Developmei ❑ ❑x Planned Unit Development' Name: Retina A Alis Phone Number: +�(540)520 4622 Address: 2842 Orange Avenue NE Roanoke,VA 24012 E-mail: 0V 41A A Name: PB Enterprises,LLC Phone Number: +1(434)610-3719 Address: P.O.Box 148 Forest,VA 24551 E-mail: dcyrus@thomasbuildersofv 4PS%ti . Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +t{540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: EBcrLew@�B�alzer.cc rX' Completed application form and checklist. fK Written narrative explaining the reason for the request. fx Metes and bounds description,if applicable. r9 Filing fee. (' Concept plan meeting the Application Requirements of ttem'2(c)'in Zoning Amendment Procedures. r Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item 12(c)'in Zoning Amendment Procedures. Please label as f 'development plan'if proffered. f� Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. r Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. r Written proffers to be amended. See the City's Guide to Proffered Conditions. (- Copy of previously adopted Ordinance. F- Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. (" Copy of previously adopted Ordinance. (- Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. f Copy of previously adopted Ordinance. F A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. I- Cover sheet. r Traffic impact analysis. r Concept plan. (� Proffered conditions,if applicable. (- Required fee. *An electronic copy of this application and checklist can be found at www.roanokeve.gov/planningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Here to Print Roanoke,Virginia 24011 Phone: (540)853-1730 Filing Date:119!2023 Submittal Number: Amended Application No.2 ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Pian px Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑ Establishment of Comprehensive Sign Overlay District Address: 2814 Deletion Road NE Official Tax No(s).: 7130104 Existing px Without Conditions Ordinance Zoning: R-5,Residential Single-Family ❑With Conditions No(s).(If n/a ❑ Planned Unit Development applicable): Requested ❑Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmet ❑With Conditions Land Use: Allowable Uses Per PUD Plan (]x Planned Unit Development IN Name: Brett A Reed Phone Number: +1(540)819-6873 Address: 2842 Orange Avenue NE Roanoke,VA 24012 E-mail: 60 W Name: PB Enterprises,LLC Phone Number: +1(434)610-3719 Address: P.O.Box 148 Forest,VA 24551 E-mail: dcyrus@thomasbuildersofv WA"gs Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +1(540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Bcrew@Baizercc AvewkWA9WS5 Aw (R Completed application form ark checklist. fR Written narrative explaining the reason for the request. r Metes and bounds description,if applicable. r Filing fee. IN a 111 r Concept pian meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Written proffers. See the Citys Guide to Proffered Conditions. F Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as development plan'If proffered. fR. Development plan meeting the requirements of Section 36.2-326 of the Citys Zoning Ordinance. r Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. Amended development or concept plan meeting the Application Requirements of item 12(G)'in Zoning Amendment Procedures, r if applicable. r Written proffers to be amended. See the City's Guide to Proffered Conditions. F Copy of previously adopted Ordinance. f— Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. F Copy of previously adopted Ordinance. 10 11111111w, - I f— Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. (— Copy of previously adopted Ordinance. oll Jill, 11,11 go F A Traffic impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. r Cover sheet. F- Traffic impact analysis. I— Concept plan. (— Proffered conditions,if applicable. (— Required fee. *An electronic copy of this application and checklist can be found at www.roanokeva.goviplanningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Here to Print Roanoke,Virginia 24011 Phone: (540)853-1730 Filing Date: 1/9/2023 Submittal Number: Amended Application No.2 0 Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Plan 0 Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑ Establishment of Comprehensive Sign Overlay District Address: 0 Orange Avenue NE 12838 Orange Avenue NE/282 Orange Avenue NE/2842 Orange Avenue NE Official Tax NO(S).: 7130105/7130106/7130107/7130108 Existing ❑x Without Conditions Ordinance Zoning: R-5&CG ❑With Conditions No(s).(If n/a ❑ Planned Unit Development applicable): Requested ❑ Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmei ❑ With Conditions Land Use: Allowable Uses Per PUD Plan ❑X Planned Unit Development Name: Ismail Holding,LLC Phone Number: Address: PO Box 13824 Roanoke,VA 24037 E-mail: RopN�r Onfnfs A'p�.. Name: PB Enterprises,LLC Phone Number: +1(434)6t D-3719 Address: P.O. x 148 Forest,VA 24551 E-mail: dcyrus@thomasbuilderso7fvg App„wrts Sfpn.1. - Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +1(540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Bcrew@Balzer.cc Awwrt:.d ApeM's sgn.u.: - PZ Completed application form and checklist. JR Written narrative explaining the reason for the request. f9 Metes and bounds description,if applicable. fX Filing fee. r Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. r Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. ( Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. F- Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, C- if applicable. F Written proffers to be amended. See the City's Guide to Proffered Conditions. F Copy of previously adopted Ordinance. F- development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. I— Copy of previously adopted Ordinance. r Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. r Copy of previously adopted Ordinance. F- A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. r Cover sheet. r Traffic impact analysis. F- Concept plan. (— Proffered conditions,if applicable. r Required fee. *An electronic copy of this application and checklist can be found at www.roanokeva.gov/planningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. _ y f xa ondivw .y i6n DerlmeM d and Development Room 170,Noel C.Taylor Municipal Building 215 CW t A"nW,S.W Gkk Here to Print Roanoke,Vk06 24011 Phone: (540)W-11?30 Fft(tale:1/9/2023 = Submittal Number: Amended Application No.2 NOW Q Rezottt,Not Otherwise Listed Qx Amendment of Proffered Conditions Q Rao".Conditional Q Amendment of Planned Unit Development Plan ©Rezwft to ptarxW Unp Development ❑Amendment of Comprehensive Sign Overlay District Q Wbl$MW of Comprehensive Std Owe*District q Address: 2843 Orange Avenue NE Official TBXWS).:17070114 Q VOW Cond dons Ordinance Z* ngR ,Commerdal•General Q With Conditions NOW-(If 29277 Planned Unit Development applicable): "'" ❑ Without Conditions Proposed Z6!IQfl: MX006,Mixed Use Planned Unit Developme, ❑WIi Conditions Land Use: Allowable Uses Per PUD Plan [x]Planned Unit Development f 21X(?S A1V�t G�Oi1P,LL Pll�Nunft +1(540j 389-1160 - pX�$ fit. to 241 E-mail: j,a-u.ls t� rngi.con, - 3t Pq F p� 720 g�< rR Completed application form and checklist. PZ Written narrative explaining the reason for the request. r Metes and bounds description,if applicable. D7 Filing fee. (— Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. r Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as F 'development plan''rf proffered. 1 11 rx Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r" Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, r if applicable. F Written proffers to be amended. See the City's Guide to Proffered Conditions. Copy of previously adopted Ordinance. F- development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance: F- Copy of previously adopted Ordinance. f•Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. f•Copy of previously adopted Ordinance. F A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. F Cover sheet. r Traffic impact analysis. f— plan. F Proffered conditions,if applicable. F- Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeva.gov/planningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Click Hereto Print Roanoke,Virginia 24011 Phone: (540)853-1730 1/9/2023 Submittal Number: Filing Date: Amended Application No.2 F1Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions E]Amendment of Planned Unit Development Plan F1 Rezoning,Conditional ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑Establishment of Comprehensive Sign Overlay District Address: 2920 Orange Avenue NE Official Tax No(s).: 17130109 Existing Q Without Conditions Ordinance Zoning: With Conditions No(s).(if n/a 9 CG,Commercial-General � ❑ Planned Unit Development applicable): — Requested ❑ Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmei ❑ With Conditions Land Use: Allowable Uses Per PUD Plan ❑x Planned Unit Development Name. JB HT HT Pro erties,LLC Phone Number: Address: 2920 an a Avenue NE Roanoke,VA 24012 E-mail: alb 9 Name: TPB Enterprises,LLC Phone Number: +1(434)610-3719 Address: P.O.Box 148 Forest,VAJ24551 E-mail [dcyrus@thomasbuildersofv i Appkanrs Slpnalrc Name: Balzer and Associates,Inc. do Ben Crew Phone Number: +1(s4o)77z-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Screw@Balzer.cc MAai,ed�ymCsSpntlrc Ix— Completed application form and checklist. tx Written narrative explaining the reason for the request. (x Metes and bounds description,if applicable. jit Filing fee. F' Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. f Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. rX Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. NO r Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. (— Written proffers to be amended. See the City's Guide to Proffered Conditions. r Copy of previously adopted Ordinance. (— Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. F- Copy of previously adopted Ordinance. f Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. C- Copy of previously adopted Ordinance. r A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. r Cover sheet. r Traffic impact analysis. f• Concept plan. r Proffered conditions,If applicable. r Required fee. *An electronic copy of this application and checklist can be found at www.roanokeve.gov/planningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. Zoning Amendment Narrative: Mixed Use Community — East Orange Avenue Applicant: T.P.B. Enterprises, LLC Introduction: This zoning amendment request is being made by T.P.B. Enterprises, LLC. ("TPB") (Contract Purchaser/Applicant)to rezone multiple City of Roanoke Tax Parcels for the development of a mixed use community along Orange Avenue in the Eastern portion of the City of Roanoke. This development will be mixed use with multi-family apartments (MXPUD) being located on the northern portion of the property and commercial development (MXPUD) for the remainder of the property along Orange Avenue(Route 460). This project is unique in that parcels on each side of Orange Avenue are involved in the request due to the realignment of Mecca Street as part of the signalized intersection improvements. A public right of way vacation request has been provided for Mecca Street in conjunction with this package. As part of the overall project we are dedicating private property to the City of Roanoke as public right of way along the north and south sides of Orange Avenue and for the relocation of a portion of Mecca Street. Application Requests contained within: 1. Zoning Amendment Request of Subject Parcels to Mixed Use Planned Unit Development (MXPUD) See Ex-A 2. Zoning Amendment Request and repeal of existing proffered conditions from Commercial General(CG) zoning district—Tax Parcel 7070114 3. Vacation Request of a portion of Public Right of Way of Mecca Street See Exhibit E 4. Vacation Request of a portion of Public Right of Way of Manning Road See Exhibit F TPB, along with its affiliated companies, have been involved in the Central Virginia development and real estate market for over ten (10) years. As a company we have completed a wide variety of projects, ranging from exclusively single-family projects, all the way to large scale mixed used commercial and residential developments. We have been fortunate enough to partner with numerous different national commercial tenants, as well as key regional players in the commercial component of our developments. With regard to the residential component of our developments, we have been fortunate enough to be able to deliver high-quality housing that is attainable for many different people in the region. Our focus in development is in high end commercial and residential, we strongly believe that a high-quality project will stand the test of time. Our development model is different than that of the typical real estate developer. The majority of the work associated with the development is done within our company, we typically retain ownership of all parts of the development, and we also retain the property management responsibility. Therefore, it's important for us to consistently deliver high-quality projects with an emphasis on the future. As a residential and commercial developer,TPB is excited to be entering the City of Roanoke market,and we feel that this location will be an ideal place for our product. This property will be developed in a first- class manner,the residential component of this development will be targeted towards individuals seeking 1 -NARRATIFE a residence with both high-end finishes and amenities throughout the project. We also anticipate synergy between the commercial and residential components of the project,that will allow to have access to services offered in the commercial area.Regarding the commercial component of the project we intend to attract strong national tenants, as well as key regional tenants to provide a variety of services to the community. As we have seen time and time again in similar situations with other projects that we have completed,we expect this project will create numerous spinoffs in other areas of the community,in order to allow new commercial development to be positioned within the community based on the success of this project.While the spin-off of this project is immeasurable,the intent of the project is to continue to further meet and reinforce the City of Roanoke's goals with regard to the Orange Avenue Corridor as described in the City Plan 2040 and STAR Report. We have seen time and time again that providing attainable luxury housing that promotes a sense of community creates unmeasurable stimulus throughout the entire region.Not only will the"rooftops" create positive new commercial development,but,they also create an enhanced job growth within a region. Having housing that people desire in a community allows employers to be more dynamic and competitive at obtaining high-quality employees within the region they might otherwise elect to work elsewhere due to the quality of housing in the community that can be offered them at other regions and locations.We have seen this effect happen in other projects,and we are excited to be a partner within the community in order to help spear additional development in an area that is clearly identified as a desirable area for growth. The zoning amendment request allows for the development of the parcels as appropriate higher density residential uses which is a priority by the City of Roanoke to meet continued demand and respond to housing shortages within the City of Roanoke, as well as the nation. The following exhibit documents are part of the MXPUD Development Plan. Proiect Exhibits for Reference contained within the application package: Exhibit A:Development Plan A-Masterplan Exhibit Al: Development Plan Al —MXPUD Standards Exhibit B: Development Plan B -Proposed Zoning Exhibit Exhibit C: Development Plan C -Proposed Intersection Improvements Exhibit Exhibit D: Development Plan D - Overall Landscaping Exhibit Exhibit E: Development Plan E -Right of Way Vacation Exhibit—Mecca Street Exhibit F: Development plan F - Right of Way Vacation Exhibit—Manning Road Exhibit G: Development Plan G—Cross Sections 1 Exhibit H: Development Plan G—Cross Sections 2 Exhibit I: Architectural Perspective Multi-Family Exhibit 2-NARRATIVE Zoning Amendment and Vacation Acreage Summary: The total acreage being rezoned to MXPUD is 54.64 acres+/-. (North of Orange Avenue) (This acreage incorporates the area being dedicated in the future as public right of way) The total acreage being rezoned to MXPUD is 2.31 acres+/-. (South of Orange Avenue) (This acreage incorporates the area being dedicated in the future as public right of way) The total acreage being vacated from the public right of way of Mecca Street/Rezoned to CG is 0.08 acres The total acreage being vacated from the public right of way of Manning Road/Rezoned to MXPUD is 0.07 acres+/- City of Roanoke Neighborhood Context: This parcel is located within the Hollins/Wildwood Area Plan along the Orange Avenue corridor of the City of Roanoke. This Area Plan was adopted in June of 2005 and as this region of Orange Avenue has seen many changes,the priority initiatives of his plan still apply and directly relate to the principles of the proposed development. The proposed development outlines many of these including these primary policies: Community Design Policies: Higher density residential development should be concentrated on the edges of commercial development and closer to arterial streets. Concentrations of high-density, mixed use development and live/work space at key intersections. Residential Development Policies:Well-Planned and Use Limited Land Resources Wisely Economic Development Policies: Commercial Corridors and functional compatibility with adjoining residential Infrastructure Policies: Connectivity of Streets and the grid street system, Utility connections, Curb, Gutter, and Sidewalk Improvements,and Streetscapes Public Services Policies: Fire/EMS stations should be outfitted to provide the most efficient service possible The neighborhood context of this area is unique in which the development is directly bounded by one of the larger industrial areas within the City of Roanoke to the north and cast and a single family residential neighborhood to the west. The subject properties are located within the Opportunity Zone as defined by the City of Roanoke. This project provides appropriate transition aligning with sensitive/purposeful design for the proposed multi-family and commercial development between the various uses. The existing development patterns and neighborhood plan support a higher density residential setting. This request supports the efforts of City Plan 2040 with many elements. 3-NARRATIVE Community Design and Development Plan: There are multiple exhibits as part of this request that convey the proposed improvements including Exhibits A thru Exhibit F. Exhibit A- Development plan outlines the proposed overall improvements associated with the project. As this is a MXPUD zoning request,this is a binding development plan with development standards listed. The project is separated both in different uses and two (2) residential phases. The property along Orange Avenue is proposed to remain as commercial to ensure appropriate development and layering with the various uses. These outparcels are anticipated to provided typical services that both the proposed community and surrounding area can utilize. The remainder of the development to the north will be multi-family broken up into two(2)phases. The parcels on the south side of Orange Avenue to promote current development patterns associated with the current zoning ordinance. The proposed project includes the following community highlights: 4-Story/48 Unit High Quality Multi-Family Buildings (See Exhbit F) - Six(6)in Phase 1 &Ten(10)within Phase 2 - Total of 768 Units—Mix of 1,2,and 3 Bedroom Units - Interior secured corridors with elevator access to each floor Two Access Points into the Community—Vehicular and Pedestrian - Full Access from Orange Avenue(Route 460) o New Signalized Intersection with Pedestrian accommodations o New Public Sidewalk along Orange Avenue - Full Access from Manning Road - Sidewalk connections from the public right of way into the community Community Clubhouse with,outdoor amenities including Pool, Outdoor Seating Area, Pet Park Area, Recreational Open Space,etc. Extensive landscaping as part of the main entries and within the community—See Exhibit D The community is designed to promote an urban design aesthetic, while still working to respect and maintain the transitional nature of its location within the existing community.The community will feature sidewalks to allow pedestrian connectivity throughout the commercial and residential components of the project. The community will also feature a clubhouse and amenity center,which will include a large gym, business center and co-working space, coffee bar, entertainment room, indoor bike storage, as well as a large scale pool designed for both adult relaxation and children's pool. The community will also feature parks and green space throughout, as well as a dog park. The community will feature EV charging stations, as well as additional amenities throughout the project. The development plan concentrates the multifamily buildings and parking improvements within denser nodes of property and increases the natural buffer areas both horizontally and vertically from the adjacent single family residential. The community will be heavily landscaped not only appealing to residents of the community, but also providing perimeter buffering where appropriate to the existing adjacent neighborhoods. A landscaping exhibit has been included as part of the provided information as Exhibit D. This property is unique in that it contains an existing regional stormwater management facility that currently serves the adjacent Industrial area of Mary Linda Drive & Granby Street. TPB is currently 4-NARRATIVE under contract to purchase this property (Tax Parcel: 7130123) from the City of Roanoke. This existing facility will be improved with planned maintenance and incorporated into the overall project with overall facility improvements with supplemental stormwater volume and potentially stormwater quality measures. TPB will provide long term maintenance with an agreement with the City of Roanoke and reduce the maintenance responsibility of the City of Roanoke. The facility will also have significant landscaping around it to promote greater aesthetic appeal from surrounding parcels. Architecture: The upscale multifamily buildings will be four stories tall as shown on Exhibit F. The buildings have been located and designed with an architectural quality to provide a positive and inviting community. The design hierarchy will provide an appropriate transition between the commercial property along Orange Avenue and the residential property to the west. The architectural designs of the proposed buildings are shown to provide appropriate building patterns, materials, and styles to ensure an attractive development that complements the surrounding community. Entry features and sidewalk connections are shown for each building to improve the streetscape and pedestrian connectivity within the community. Each building is designed with a primary entry and elevator lobby with resident corridors for individual apartment access. Transportation: Vehicular&Pedestrian With a development of this scale, transportation considerations and study are critically important, and we have provided a traffic impact analysis as part of this request. Details of the study have been contained with the package with improvement recommendations including turn lane/taper improvements in conjunction with the proposed 4-leg signalized intersection on Orange Avenue. The overall development has frontage on many public rights of way including Orange Avenue, Mecca Street, Daleton Road, Howard Avenue and Manning Road, but we are only proposing vehicular/pedestrian access on Orange Avenue and Manning Road. Howard Avenue and Daleton Road will remain as they exist today. The development will have primary access from a new signalized intersection on Orange Avenue and secondary access from Manning Road as discussed with the City of Roanoke to promote further connectivity within the overall community. The signalized intersection improvements at Orange Avenue and Mecca Street with be a new 4-leg signal. Currently this intersection has an emergency signal only for City of Roanoke Fire-EMS Station #14. These improvements will provide significant benefit to these first responders with additional intersection control during emergency operations. The signalized intersection has been shown to coordinate with future traffic improvements along Oranage Avenue as outlined in the STARS report. The design of the intersection will preclude through movements and prioritize traffic flow on Orange Avenue(Route 460). In 2019 Richfield Living applied for a zoning amendment on existing tax parcels 7080102 & 7090401 and as part of this request, the applicant proffered the installation of a 3-leg signalized intersection in this same location with Phase 2 of their development. Richfield has not constructed these required improvements to date as they have not moved to Phase 2 of their Roanoke Campus. Pedestrian accommodations are provided within the public right of way of Orange Avenue and throughout the proposed development through the provision of sidewalks and street trees that provide connectivity between the apartment buildings, parking areas, commercial development parcels, and the adjacent public street. The proposed development will be coordinated with the Virginia Department of Transportation (VDOT) Route 460 (Orange/Challenger Avenue) Operational Improvements Study or "Stars Report" for future improvements to be installed on Orange Avenue. Future improvements do not appear to impact the proposed development access. This project will add to these safety improvements by 5-NARRATIVE installing public sidewalks,landscape planting strips, and street trees to further the City's efforts for their Complete Streets Policy. The MXPUD development plan will incorporate the recommendations from the Traffic Impact Analysis, including any future City approved revisions that may be required during the comprehensive development plan review process. Comprehensive Plan Conformance: This project is consistent with the guiding themes outlined in the City of Roanoke's Comprehensive Plan — City Plan 2040. Some of the most impactful themes incorporated into this proposal include Livable Built Environments, Harmony with Nature, and Resilient Economy. The proposed project creates a positive transitional use between the existing residential neighborhood to the west,existing industrial park to the east,and commercial development along Orange Avenue. Environmental Infrastructure,and Utilities: The proposed development is not located within a FEMA defined floodplain. Public Sanitary Sewer (Tinker Creek Lower)and Public Waterlines (Carvin Cove HGL1136) are located in the adjacent right of way and are anticipated to be extended into the project from these locations. Fiber service is located within the right of way of Orange Avenue. On-site refuse will be provided with sealed compactors strategically located throughout the site for residents use. Summary&Justification: We are requesting approval of this zoning amendment. This project will allow for previously vacant and undeveloped parcels to be improved into a mixed use community complimenting the surrounding area and redeveloping the commercial parcels along Orange Avenue to continue the positive growth with the City of Roanoke for residents and visitors. We believe based on our experience that this location and our product will be an excellent fit for one another and for the community.We pride ourselves on constructing high quality projects which we continue to own and maintain for years to come we have an interest in the community and want to see the entire area grow in a positive way for everyone and we strongly appreciate your consideration of our request. 6-NARRATIVE r Parcels being requested to be rezoned: Tax parcel:7130122 Owner: James Fielding Douthat Address: 5219 Manning Road NE Existing Zoning:R-5 Residential Single Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parce1:7130121 Owner: James Fielding Douthat Address: 0 Scott Road NE Existing Zoning: R-5 Residential Single Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7170201 Owner: James Fielding Douthat Address: 0 Manning Road NE Existing Zoning: R-5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7120108 Owner: James Fielding Douthat Address: 2525 Manning Road NE Existing Zoning:R-5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7130123 Owner: City of Roanoke Address: 0 Daleton Road NE Existing Zoning: I-1 Light Industrial District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parce1:7130113 Owner: Wallace A&Jacqueline B Reed Address: 2802 Daleton Road NE Existing Zoning: RA—Residential Agriculture District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parce1:7130104 Owner: Wallace A&Jacqueline B Reed Address: 2814 Orange Avenue NE Existing Zoning: R5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parce1:7130104 Owner: Wallace A&Jacqueline B Reed Address: 2814 Orange Avenue NE Existing Zoning: R5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District 7-NARRATIVE Tax parcel:7130107 Owner: Ismail Holding,LLC Address: 2828 Orange Avenue NE Existing Zoning: R5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7130108 Owner: Ismail Holding,LLC Address: 2842 Orange Avenue NE Existing Zoning: R5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7130105 Owner: Ismail Holding,LLC Address: 0 Orange Avenue NE Existing Zoning: R5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7130106 (Part of the overall development/Not rezoning) Owner: Ismail Holding,LLC Address: 2838 Orange Avenue NE Existing Zoning: R5 Residential Single-Family District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7130109 Owner: BHT Properties,LLC Address: 2920 Orange Avenue NE Existing Zoning: CG Commercial General District Proposed Zoning: MXPUD—Mixed Planning Unit Development District Tax parcel:7070114 Owner: Brazos River Group,LLC Address: 2843 Orange Avenue NE Existing Zoning: CG Commercial General District w/conditions Proposed Zoning: MXPUD—Mixed Planning Unit Development District 8-NARRATIVE WN .�.. � � �f� > 12 w 5 CUM 91.1 Lu E. m mw o am —_ I—ER1111 GE.E— DE I—L I.IUD DEIELOIIIW DVDR��T��ELtMEN7 REGU�IQNS i 0 iuvnaer.Gina.a�au.u.wru Lmw mr+..ao snrn.w.o/rz.w �'�•wK�srr smmw.su s�m¢n�a .� T,A3SWAA= ;z Z Lu Lu Z Lu l< VIM z Lu EX-Al ZER LU > t l J L W CD LU ts LU m cU a w i ,•oro„�A��o��.�,,.� �'� ',� / �,.��f i �_ WO :- / AAD - F 41 ZE � _ tea�acurn ".y a J 9 9 000 ui ti w & 3� i _� — _ _ o Hne+weMglt+a.�..xa V! w W w w p LU 11111"Ell llr I r LU .3: EX-C "'�r � -� ��' - � rte' '��� `�',�,�����_ •� ' ,� t � � � " -✓y ,ter' �� � 1�,"'�.. ` � +f•'� '+x.36 ^' -�" ���, � 9 �. �` ' ' > i al NA LU • � "���'li 1ar�J _ s � � U u — L� s � �u t =;l v aaw� �.ms rvw s rw caanuu uwxc rvwus �•• _ .. ��.�— —_ 7 A t EX D LEGEND: 5 o �i w.w ea 77 -------------- )j ---- — — i — -- WLu 51 w lwh .xwt..a.J IILI Lu IV � avY.L.:.xc wx % EX-E d1"=3o' �... �B�LZFR SECTON AA DPLETON RO iROFILE I „ _ 1 _ s — _ ,om � ssa L ti Z — — ,n Q o_ W H LLI w ECTON BE HOWPRO PVENUE W 1 3 VERTICAL SCALE'.1"=2d HURIZ�NTAL s�.77= EX—G SEC—NCCMIWNINCROgO PRO LE ,o>o W a 0 T— LE „m iwa �—ORgNOE gVENLE SECT NO-0 PR I T �.—T - N lo J— ,oss o°s � _— _ ,oeo ,ops o ,oss v N � 4 Lu 3 S VERTICAL SCALE:1'=20' HORIZONTAL SCALE'.1 =60 EX-H PERSPECTIVEEXHIBIT 1: ARCHITECTURAL MULTI-FAMILY BUILDING <, SII ,�I k I _. 111 f❑ p, - Ili Iiiil ��� PROFFERS TO BE REPEALED: The applicant hereby requests that the following proffered conditions enacted by Ordinance No. 29277 be repealed as they pertain to Official Tax Number 7070114: 1. The property will be developed in substantial compliance with the site plan prepared by T. P. Parker & Son Engineers & Surveyors, Ltd., dated July 8, 1988, a copy of which is attached to this Petition for Rezoning as "Exhibit B," subject to any changes required by the City during site plan review. 2. That a chain link fence six feet in height will be constructed on the southerly boundary of the property adjacent to the property of the TRS East End Baptist Church designated as Roanoke City Tax No. 7070115. 3. That if no building permit has been issued and no construction commenced within three (3) years from the date of final zoning approval, the zoning shall refer to Light Manufacturing District LM. PERIMETER LEGAL DESCRIPTION: CITY OF ROANOKE TAX IDS 7130109,7130106,7130105,7130108,7130107,7130104, 7130113,7130123,7130121,7130122,7120208,7130201,AND A PORTION OF MANNING ROAD, N.E. 12/16/2022 BEGINNING AT A POINT ON THE NORTH LINE OF ORANGE AVENUE N.E., SAID POINT BEING THE COMMON CORNER OF TM#7130109 AND 7130110; THENCE WITH THE NORTH LINE OF ORANGE AVENUE N.E. S52°58'57"W 690.71 FEET TO A POINT, BEING THE SOUTHWEST CORNER OF TM#7130104; THENCE DEPARTING THE NORTH LINE OF ORANGE AVENUE N.E.,WITH THE LINE OF TM#7130104 AND 7130101 N34000'48"W 335.12 FEET TO A POINT, BEING A COMMON CORNER OF TM#7130104,TM#7130113, AND TM#7130101; THENCE WITH THE LINE OF TM#7130113 AND TM#7130101 S86°35'12"W 169.15 FEET TO A POINT; THENCE CONTINUING WITH THE LINE OF TM#7130113, ALSO WITH THE LINE OF TM#7130101, N09°06'48"W 285.50 TO A POINT AT THE TERMINUS OF DALETON ROAD, BEING THE COMMON CORNER OF TM#7130113, TM#7130114,AND TM#7130144; THENCE WITH THE LINE OF TM#7130113, ALSO WITH THE LINE OF TM#7130114 N58°02'12"E 200.00 FEET TO A POINT; THENCE N13°42'50"W 239.53 FEET TO A POINT ON THE SOUTHERN LINE OF TM#7130123; THENCE WITH THE LINE OF TM#7130123, ALSO WITH THE LINE OF TM#7130114 S58°02'12"W 179.15 FEET TO A POINT, BEING THE COMON CORNER OF TM#7130123,TM#7130114, AND TM#7130144; TEHNCE WITH THE LINE OF TM#7130123 AND TM#130121, ALSO WITH THE LINE OF TM#7130144,TM#7130120, AND TM#7130119 S86°59'57"W 986.28 FEET TO A POINT, BEING THE COMMON CORNER OF TM#7130121 AND TM#7130119, AND ON THE LINE OF TM#7120127; THENCE WITH THE LINE OF TM#7130121 AND TM#7130122, ALSO WITH THE LINE OF TM#7120127, PASSING THE TERMINUS OF HOWARD AVENUE, N.E., AND WITH THE LINE OF TM#7120207 N01°20'22"W 404.16 FEET TO A POINT; THENCE CONTINUING ALONG SAID LINE N01°56'14"W 56.26 FEET TO A POINT ON SAID LINE, ALSO BEING THE COMMON CORNER OF TM#7120208 AND TM#7120207, THENCE WITH THE LINE OF TM#7120208 AND TM#7120207 S77°03'46"W 175.00 FEET TO A POINT, BEING THE COMMON CORNER OF TM#7120208, TM#7120207,TM#7120206,AND TM#7120209; FTHENCE THE LINE OF TM#7120208 AND TM#7120209 N17°40'36"W 303.41 FEET TO A POINT ON THE SOUTH LINE OF MANNING ROAD N.E.; SAID LINE ALONG TM#7120208 N72o 18 46„E 139.17 FEET TO A POINT ON THE SOUTH LINE OF MANNING ROAD N.E., AT THE PROJECTED INTERSECTION WITH THE WESTERN LINE OF TM#7170201; THENCE DEPARTING THE SOUTH LINE OF MANNING ROAD N.E., CROSSING THE EXISTING RIGHT OF WAY OF MANNING ROAD N.E. AND CONTINUING ALONG THE WESTERN LINE OF TM#7170201 N15°06'56"E 131.64 FEET TO A POINT, BEING THE NORTHWEST CORNER OF TM#7170201; THENCE WITH THE NORTH LINE OF TM#7170201 N74°08'46"E 84.00 FEET TO A POINT ON THE WESTERN LINE OF TM#7130122; THENCE ALONG SAID LINE N01°56'14"W 10.41 FEET TO A POINT ON THE SOUTHERN LINE OF TM#7180101; THENCE WITH THE NORTHERN LINE OF TM#7130122, AND WITH THE SOUTHERN LINES OF TM#7180101,TM#7180102,TM#7180111,TM#7180103, TM#7180104, AND TM#7180105 N74°02'22"E 1097.00 FEET TO A POINT ON THE WESTERN LINE OF TM#7180106; THENCE CONTINUING WITH THE LINE OF TM#7130122 AND ALSO ALONG THE LINE OF TM#7180106 S15°57'38"E 150.00 FEET TO A POINT; THENCE N74°02'22"E 324.08 FEET TO A POINT ON THE WEST LINE OF TM#7180109; THENCE WITH THE LINE OF TM#7130122,TM#7130123, AND TM#7130113, ALSO WITH THE LINES OF TM#7180109,TM#7140101,TM#7140102,TM#7140103,TM#7140106, AND TM#7140126 S34°07'29"E 1085.16 FEET TO A POINT, BEING THE COMMON CORNER OF TM#7130113 AND TM#7130112; TEHNCE WITH THE LINE OF TM#7130113,ALSO WITH THE LINES OF TM#7130112, TM#7130111,AND TM#7130110 S40 20 12 W 460.24 FEET TO A POINT, BEING THE COMMON CORNER OF TM#7130113,TM#7130110, AND TM#7130109; THENCE WITH THE NORTHERN AND EASTERN LINES OF TM#7130109, ALSO THE LINE OF TM#71300110, S87°05'48"E 123.38 FEET TO A POINT; THENCE S35°10'48"E 281.32 FEET TO A POINT ON THE NORTH LINE OF ORANGE AVENUE, BEING THE POINT OF BEGINNING. CONTAINS 2,380,170.4 SQUARE FEET, OR 54.64 ACRES OF LAND, MORE OR LESS AND BEING IN THE CITY OF ROANOKE,VIRGINIA. PERIMETER LEGAL DESCRIPTION: A PORTION OF MECCA STREET, N.E. 12/16/2022 BEGINNING AT A POINT ON THE EAST LINE OF MECCA STREET, N.E., BEING N18°39'20"W 79.17 FEET FROM THE COMMON CORNER OF TM#7090405 AND TM#7090410; THENCE WITH A NEW LINE THE FOLLOWING COURSES: N35024'14"W 76.84 FEET TO A POINT; THENCE WITH A CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET,A LENGTH OF 108.53 FEET, AND A CHORD BEARING AND DISTANCE OF N09°00'48"E 97.98 FEET TO A POINT; THENCE N53°25'51"E 7.30 FEET TO A POINT ON THE EAST LINE OF MECCA STREET N.E.,ALSO ON THE LINE OF TM#7090405; THENCE WITH SAID LINE S17°50'00"W 50.96 FEET TO A POINT; THENCE S18°39'20"E 121.64 FEET TO A POINT, BEING THE POINT OF BEGINNING. CONTAINS 2,671.77 SQUARE FEET, OR 0.06 ACRE OF LAND, MORE OR LESS AND BEING IN THE CITY OF ROANOKE, VIRGINIA. PERIMETER LEGAL DESCRIPTION: CITY OF ROANOKE TAX ID 7070114 12/16/2022 BEGINNING AT A POINT ON THE SOUTH LINE OF ORANGE AVENUE, BEING THE COMMON CORNER OF TM#7070114 AND TM#7070116; THENCE WITH THE LINE OF ORANGE AVENUE THE FOLLOWING COURSES: ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 19,165.10 FEET,A LENGTH OF 110.10 FEET, AND A CHORD BEARING AND DISTANCE OF N55°16'39"E 110.10 FEET TO A POINT; THENCE N55°06'46"E 240.61 FEET TO A POINT AT THE INTERSECTION OF THE SOUTH LINE OF ORANGE AVENUE AND THE WEST LINE OF MECCA STREET; THENCE WITH THE WEST LINE OF MECCA STREET THE FOLLOWING COURSES: S76°41'40"E 32.47 FEET TO A POINT; THENCE S26°39'34"E 100.72 FEET TO A POINT; THENCE S20°06'33"E 172.40 FEET TO A POINT, BEING THE COMMON CORNER OF TM#7070114 AND TM#7070115; THENCE DEPARTING THE LINE OF MECCA STREET, AND WITH THE LINE OF TM#7070114 AND TM#7070115, S58°28'00"W 330.44 FEET TO A POINT ON THE EAST LINE OF TM#7070116; THENCE WITH THE LINE OF TM#7070116 N31°32'00"W 272.04 FEET TO A POINT ON THE SOUTH LINE OF ORANGE AVENUE, BEING THE POINT OF BEGINNING. CONTAINS 100,444.4 SQUARE FEET, OR 2.31 ACRES OF LAND, MORE OR LESS AND BEING IN THE CITY OF ROANOKE,VIRGINIA. F_ PERIMETER LEGAL DESCRIPTION: PORTION OF MANNING ROAD, N.E. 12/16/2022 BEGINNING AT A POINT BEING THE SOUTHEAST CORNER OF TM#7170201, SAID POINT ALSO BEING AT THE TERMINUS OF THE NORTH LINE OF A 25' RIGHT OF WAY(BEING PART OF MANNING ROAD, N.E.); THENCE WITH THE LINE OF THE TERMINUS OF SAID RIGHT OF WAY, ALSO WITH THE LINE OF TM#7130122 S01°56'14"E 25.98 FEET TO A POINT AT THE TERMINUS OF THE SOUTH LINE OF SAID RIGHT OF WAY; THENCE WITH THE SOUTH LINE OF SAID RIGHT OF WAY, ALSO WITH THE NORTH LINE OF TM#7120208, S72°18'46"W 101.80 FEET TO A POINT; THENCE ALONG A NEW LINE CROSSING SAID RIGHT OF WAY WITH A NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 125.00 FEET, AN ARC LENGTH OF 38.00 FEET, AND A CHORD BEARING AND DISTANCE OF N30°58'24"W 37.85 FEET TO A POINT ON THE NORTH LINE OF SAID RIGHT OF WAY, SAID POINT ALSO BEING ON THE SOUTH LINE OF TM#7170201; THENCE WITH SAID RIGHT OF WAY, ALSO WITH THE SOUTH LINE OF TM#7170201 N72-18'46"E 80.43 FEET TO A POINT, BEING THE POINT OF BEGINNING. CONTAINS 2,241.6 SQUARE FEET, OR 0.05 ACRE OF LAND, MORE OR LESS AND BEING IN THE CITY OF ROANOKE, VIRGINIA. BAIZER •� & ASSOCIATES XE MUNRY fr-``"' - E" GIE -A 0 ��l s»�`�" ��'•`� ����-i� '�� rms`s= s B&A Project #0422003870 Date: November 28, 2022 Revised: December 16, 202 P rf Planners Architects Engineers Surveyors 1208 Corporate Circle, Roanoke, VA 24018 www.balzer.cc TRAFFIC IMPACT STUDY FOR MIXED USE COMMUNITY - EAST ORANGE AVENUE in Roanoke City, Virginia Orange Avenue Date: November 28, 2022 Revised: December 16, 2022 -Job No. 04220038.00- op 4220038.00oF A_ ' CHRISTOPHER P. BURNS a tic. No.047338 12/16/22 ICE� FSS &qZER��NA� ANG & ASSOCIATES 1208 Corporate Circle Roanoke, VA 24018 540.772.9580 Fax: 540.772.8050 .j B,I ZER "SMIAT.. Table of Contents Page 1. Introduction.............................................................................................. 2. 2022 Existing Conditions..............................................................................4 3. 2031 Future Conditions without Development................................................. 9 4. Trip Generation......................................................................................... 1 5. Site Traffic Distribution and Assignment......................................................... 16 6. Analysis of Future Conditions with Development................................................19 7. Intersection Analysis...................................................................................21 8. VDOT Turn Lane Warrants..........................................................................31 9. Conclusions............................................................................................. 3 AppendixA—Vicinity Map...........................................................................34 AppendixB—Concept Plan.........................................................................36 Appendix C—Proposed Intersection Improvements Exhibit................................38 Appendix D—Existing Traffic Data................................................................40 Appendix E—Existing Signal Timing Information............................................. 85 Appendix F—VDOT Turn Lane Worksheets................................................... 131 Appendix G—Synchro 11 Intersection Analysis Data........................................135 Existing 2022 AM Peak Hour Analysis.................................................136 Existing 2022 PM Peak Hour Analysis.................................................155 Background 2031 AM Peak Hour Analysis........................................... 170 Background 2031 PM Peak Hour Analysis........................................... 189 Buildout 2031 AM Peak Hour Analysis.................................................204 Buildout 2031 PM Peak Hour Analysis................................................224 big BA= 0 ASSMuras List of Figures Fig. 1 —2022 Existing Turning Movements&Volume Adjustments.......................................6 Fig. 2—2022 Existing Turning Movements(Adjusted)....................................................... 7 Fig. 3—Heavy Vehicle Percentages .................................................................................8 Fig.4—2031 Background Turning Movements(with Growth Rate)....................................... 10 Fig. 5—Background Turning Movements(Sheetz Development)......................................... 11 Fig. 6—2031 Total Background Turning Movements.........................................................12 Fig. 7—Site-Generated Turning Movements&Volume Adjustments......................................... 18 Fig. 8—Pass-By Trip Reductions..................................................................................19 Fig. 9—2031 Buildout Turning Movements........................................................................21 List of Tables Table 1 —LOS Criteria for Signalized Intersections(HCM)..................................................3 Table 2—LOS Criteria for Unsignalized Intersections(HCM)...............................................3 Table 3—Site-Generated Traffic.....................................................................................13 Table 4—Site-Generated Traffic w/Internal Capture Reduction.......................................... 14 Table 5—Site-Generated Traffic Pass-By Reduction.........................................................15 Table 6—Existing Neighborhood Traffic............................................................................17 Table 7—Orange Avenue &Gus Nicks Boulevard LOS&Queuing Summary.........................22 Table 8—Orange Avenue&King Street LOS&Queuing Summary.......................................24 Table 9—Orange Avenue&Granby Street LOS &Queuing Summary.................................. 25 Table 10—Orange Avenue&Hollins Road LOS &Queuing Summary...................................26 Table 11 —Orange Avenue& 13th Street LOS &Queuing Summary......................................27 Table 12—Hollins Road &Mason Mill Road LOS&Queuing Summary.................................28 Table 13—Orange Avenue&Mecca Street LOS&Queuing Summary..................................29 Table 14—Manning Road&20th Street LOS&Queuing Summary.......................................30 Table 15—Mason Mill Road &20th Street LOS&Queuing Summary.................................... 30 Table 16—Mason Mill Road & 13th Street LOS&Queuing Summary....................................31 BAIz &ASSOCIATES 1. Introduction TPB Enterprises, LLC is proposing to develop approximately 56 acres of land located on Orange Avenue in the City of Roanoke (see Appendix A for vicinity map). The proposed mixed- use development includes new multi-family residential, as well as commercial outparcels along Orange Avenue. Three commercial outparcels will be developed along the north side of Orange Avenue and an additional commercial outparcel will be developed on the south side of Orange Avenue at the former Jersey Lily's restaurant site. The intersection of Orange Avenue and Mecca Street is proposed to be improved to a four-leg signalized intersection. It should be noted that uses have not yet been identified for the commercial outparcels, so assumptions were made regarding these uses based on a reasonable pattern of development. For the purposes of this traffic study, the following uses were assumed for the mixed-use development: • 768 Mid-Rise Multi-Family Dwelling Units • 12,000 s.f. Medical-Dental Office (North Side of Orange Avenue) • 3,000 s.f. Drive-In Bank (North Side of Orange Avenue) • 2,400 s.f. Fast-Food Restaurant with Drive-Thru (North Side of Orange Avenue) • 5,000 s.f./14 Vehicle Fueling Positions Convenience Store/Gas Station (South Side of Orange Avenue) The site is located along the north side of Orange Avenue to the west of Granby Street. The property is described as Roanoke City Tax Parcels #7130104, 7130113, 7130121, and 7130122. These tax parcels are currently zoned RA, Residential-Agricultural District and R-5, Residential Single-Family District. The proposed development includes the following proposed access points: • Full Access Entrance on Orange Avenue at Mecca Street(New Signal) • Full Access Entrance on Manning Road As discussed with the City of Roanoke 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: • Orange Avenue and Hollins Road (Signalized) • Orange Avenue and 13th Street (Signalized) • Orange Avenue and Gus Nicks Boulevard (Signalized) • Orange Avenue and Site Entrance (Unsignalized) 1 Traffic Study .,� Mixed Use Community—East Orange Avenue—Roanoke City,VA j December 16,2022 BARER X A950(:IATP.9 • Orange Avenue and Granby Street(Signalized) • Orange Avenue and King Street(Signalized) • Orange Avenue and Mecca Street (Proposed Signal) Manning Road and Site Entrance (Unsignalized) • Manning Road and 20th Street (Unsignalized) • 20th Street and Mason Mill Road (Unsignalized) • 13th Street and Mason Mill Road (Unsignalized) • Hollins Road and Mason Mill Road (Unsignalized) Orange Avenue, Route 460, is a four-lane, divided roadway that provides access through the City of Roanoke between the City of Salem and Botetourt County. The posted speed on this roadway is 40 mph in front of the site. Hollins Road, Route 115, is a two-lane roadway that provides access between Roanoke County to the north and Roanoke City to the south. The posted speed on this roadway is 30 mph. King Street is a two-lane roadway that provides access between Orange Avenue and Gus Nicks Boulevard. The posted speed on this roadway is 30 mph. Gus Nicks Boulevard is a four-lane undivided roadway that provides access between Orange Avenue and the Town of Vinton. The posted speed on this roadway is 35 mph. Manning Road, 13th Street, 20th Street, Granby Street, and Mason Mill Road are two-lane roadways that provide local access to various residential and commercial parcels along the Orange Avenue corridor. The assumed speed on these roadways is 25 mph. 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 existing intersections. The proposed development is anticipated to be constructed by the year 2026. The buildout year is assumed to be 5 years post-construction, or 2031. Level of service (LOS) for signalized and unsignalized 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. ,� Traffic Study 2 . Mixed Use Community—East Orange Avenue—Roanoke City,VA j December 16,2022 xx n�ssLocLieres 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 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 and proposed intersections as a result of the proposed development; determine what roadway and intersection improvements are warranted as a result of the proposed development; • and to determine turn lane requirements at the proposed entrances to the site. 3 Traffic Study . Mixed Use Community—East Orange Avenue—Roanoke City,VA December 16,2022 BALZER K ASSMIATP,S 2. 2022 Existing Conditions The site is currently mostly vacant with existing residential homes and commercial auto repair towing service business along the north side of Orange Avenue. The south side of Orange Avenue includes the former Jersey Lily's sit-down restaurant site. The existing improvements will be removed as part of the site development process. The existing northbound approach of Mecca Street will be re-aligned to coordinate with the proposed southbound access and create the new four-leg signalized intersection. Available VDOT traffic count data is summarized below. 2021 VDOT Traffic Count Data: Orange Avenue, Rte. 460 (west of Hollins Road) AADT = 35,000 vpd Directional Factor= 0.5156 K Factor= 0.0755 Orange Avenue, Rte. 460 (Hollins Road to 24th Street) AADT =40,000 vpd Directional Factor= 0.5577 K Factor= 0.0777 Orange Avenue, Rte. 460 (24th Street to King Street) AADT = 32,000 vpd Directional Factor= 0.5282 K Factor= 0.0821 Orange Avenue, Rte. 460 (East of King Street) AADT = 38,000 vpd Directional Factor= 0.5403 K Factor= 0.0826 Hollins Road, Rte. 115 (South of Orange Avenue) AADT = 7,100 vpd Directional Factor= 0.5080 K Factor= 0.0866 Hollins Road, Rte. 115 (North of Orange Avenue) AADT = 5,700 vpd Directional Factor= 0.5263 K Factor= 0.0922 King Street, Rte. 653 AADT = 11,000 vpd Directional Factor= 0.5200 K Factor= 0.0934 Traffic Study 4 ,� Mixed Use Community-East Orange Avenue-Roanoke City,VA .I December 16,2022 }�����+�J M SSACATP.3 In addition to the VDOT published traffic count data, manual traffic counts were performed at the study intersections. The counts were performed on Wednesday, August 24, 2022, with the exception of the Orange Avenue/Hollins Road intersection, which was counted on Thursday, September 1, 2022. Traffic counts were performed from 7:00 AM —9:00 AM and 4:00 PM —6:00 PM each day to capture the AM and PM peak hours. 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 3 shows the heavy vehicle percentages obtained from the counts. It should be noted that adjustments were made to the existing traffic count data. During the traffic counts, the bridge on Mason Mill Road was completely closed, which prevented through traffic on this road between 13th Street and 20th Street. In typical traffic patterns, it would be expected that there would be through traffic on this road as a means to get from Granby Street and nearby residential areas to Hollins Road. A detour was set up at the time of the traffic counts which diverted this traffic around to the south. Based on discussions with the City of Roanoke and engineering judgement, adjustments were made to the existing traffic to account for this and divert some of these trips back to Mason Mill Road. These adjustments are shown graphically on Figure 1 along with the existing traffic count volumes. In addition to the Mason Mill bridge closure, it should also be noted that traffic counts were not performed at the intersection of Orange Avenue and Mecca Street due to this intersection not originally being included in the scope of the traffic study. As discussed with the City of Roanoke, volumes at this intersection were derived from current traffic count information, information from the traffic study for the District Vue development located to the east along Orange Avenue, and information from the traffic study for the Richfield Living development located on Mecca Street. The existing traffic data with the adjustments is graphically depicted on Figure 2. Existing signal phasing and timing information was provided by the City of Roanoke for the existing traffic signals along the Orange Avenue corridor. All existing information was used to create a model of the study intersections in the Synchro 11 software to analyze the network. The Synchro 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 results are included in Appendix G. 5 ,� Traffic Study .7 Mixed Use Community—East Orange Avenue—Roanoke City,VA December 16,2022 BARM A43() ER f IATP.S FIGURE 1:2022 EXISTING TURNING MOVEMENTS& VOLUME ADJUSTMENTS Q l O-A**P`l` AM PHF: 0.88 C AM PHF: 0.71 PM PHF: 0.95 00!1 La/0 PM PHF: 0.84 ^' �J L� Lo/a Lws,oe �•'o —3/0—35/s3 2//29 —W. . L r —� I�� r r 21/- 24/41- 1/— 1 r 24/41— 4/1 --l--1 1(r MASON MILL / \„ -24/-41-1 /7 A o ROAD +n, C oa 1� 204/435LU F AM PHF: 0.87 W PM PHF: 0.87 o $ CCS Lz//sa N j r.n MANNING ROAD I1 12/2 ��1 r Z O _8/-11J 32/54- -/-21— I- 2/54-- - -16/-27— 5/+5 nen Q I— \ AM PHF: 0.87 (7 W F PM PHF 062U) ILUS SITE ? U) 6 J = ~y O ~ F NAM PHF: 0.94 AM PHF: 0.92 AM PHF: 0.90 PM PHF: 0.96 PM PHF: 0.97 AM PHF: 0.92 AM PHF: 0.93 PM PHF: 0.98 PM PHF: 0.9] PM PHF: 0.96 �R� L4e/33 ooF291-115/123 i'5iu— —Lr01/7e3 /113 1/373 z1 is3 — /ua L1r7s/ d 3+/3J +/20 ORANGE AVENUE 80/1220- 11/2.J 0/2.J 7/?31a- o e s 1205/1682— a 929/1211— 84/142 91714— '^.� 349/e1 ROUTE 460 SITE " 5917._ o r 59/1311 - 5 �ro_ f sm 2Q UJ ,w W Z W ~ C Vl H t1 m V Z W Y LEGEND xx/xx: AM/PM Peak Hour Traffic xx/xx: AM Adjusted Traffic/PM Adjusted Traffic 6 FIGURE 2:2022 EXISTING TURNING MOVEMENTS ADJUSTED a 004- 50 oAlt-t AM PHF: 0.66 AM PHF: 0.71 PM PHF: 0.95 \ono Lo/o PM PHF: 0.84 �C Lam naa �.o o J Lqi Lo/o LJ 9 r>/+a r 4/161 ((F-MASON MILL 25/42—m r n1 /.2 ROA ROAD 180/394 W AM PHF: 0.67 W PM PHF: 0.87 " L2/4 F � --1z/36 y I rfin MANNING ROAD �Ir m 6//27T- 5/1 1 Q n O W 5 � � W SITE ? y C .j = H S _ F AM PHF: 0.94 AM PHF: 0.97 N AM PHF: 0.90 PM PHF: 0.96 PM PHF: 0.97 AM PHF: 0.92 AM PHF: 0.93 PM PHF: 0.98 PM PHF: a.97 PM PHF: 0.96 I,, ° L45/33 m L115/123 n `a ^'/8 1335/119]�n L55/83 �\\ —+2,fi/1085 =� Lae/69 `�"�� —u73/+ofia u+ J L —375 za6 J i L rzmnn —1>65/1339 y —1883/1369 W-4 r /93 /+ J L 75/100 �-J`L x5/17 I rnnu 1 19y s �I 1205/918,632,—--I ��y?6J 1,oJORANGE AVENUE //z- 4,3t3J " J 99 — 64/1- ROUTE 460 71T V SITE �L W W LU =W ~ y J y y 7 Q l7 m V ? W Y LEGEND xx/xx: AM/PM Peak Hour Traffic 7 FIGURE 3:2022 HEAVY VEHICLE PERCENTAGES a Od* U0. toxo x Los/ax ---ax/ox LBoz/ox 4�� rax/ox rsz/ox f — oz//6zJ 1 (r MASON MILL ox/oz—oROAD /os,,x/0. WJjLus MANNING ROAD—1 I rW H 19Naosx1 %JxJ °:/ozJ I ORANGE AVENUE9/36RJ as/oxJ r°x/oR KIK,7V—iKik xs%-xROUTE 460 zx/s, SILU TE c r V; W Z J y C m V Z W Y LEGEND xx/xx: AM/PM Peak Hour Traffic g 3 2031 Future Conditions Without Development It is anticipated that the proposed development will be constructed and in use by 2026. Based on discussions with the City of Roanoke, the analysis year for this project is 2031, 5 years beyond Buildout. To analyze the future conditions and obtain the projected background traffic volumes, an annual growth factor was applied to the existing traffic volumes. As outlined in the previously completed Route 460 STARS study, a 0.5% growth rate was determined to be appropriate for this section of Orange Avenue. Therefore, a 0.5% growth factor was applied to the existing traffic counts to project traffic from the traffic count year of 2022 to the analysis year of 2031. Figure 4 graphically depicts the projected background traffic in the year 2031 with the growth rate applied. In addition to the background traffic growth, there is a Sheetz convenience store and gas station that was under construction at the corner of Orange Avenue and King Street when the manual traffic counts were completed. A traffic impact analysis for this development was completed by Ramey Kemp and Associates, Inc., dated September, 2021. Trips from this development were added to the network as shown in the Ramey Kemp study and then these trips were further distributed throughout the study network for the current project. This trip assignment information is shown graphically on Figure 5. The total 2031 Background traffic is shown graphically on Figure 6. In addition to the traffic volumes, the Sheetz project also includes the construction of an additional northbound left turn lane from King Street onto Orange Avenue. This additional turn lane has been included in the Synchro model for the Background conditions. Peak hour factors were revised to 0.92 where appropriate, in accordance with the procedures outlined in the TOSAM. ,� Traffic Study 9 .7 Mixed Use Community-East Orange Avenue-Roanoke City,VA BAIZER December 16,2022 � FIGURE 4.2031 PROJECTED TURNING MOVEMENTS (0.5% GROWTH RATE) U& o41tvq IV L o/o �Y L320/322 Z+oo YJ Lpi Las/ss —37/55 L x13/1 J`�Q `z/o rx/,o r ./17J I(r MASON MILL 26/aa—--i r fitµ eC:o ROAD /' ,ee%nz-1 r W W Lx/ F 33 y J L �6n MANNING ROAD 7/2'- 5/12-1 oLU rA rA H W SI/G 2 N C J = N S _ 0 N LN/15 ��= L9xnz rym� L,zo/,zo 'S^• L0i6w/n33 —ues/usz+P L56/66 J i j_ r'30a/�3965 J7e// 1.._ —r�sah az i rxa/n6 rn6/sz J L —,u6/,zs, qq 05 !f S n636/2i ' '�s/xJ ex/zozJ '� J 91/3oJ ORANGE AVENUE 32/137 a s/17' ROUTE 460 �zo/, tzfi .5/.3,-,i/136x/76-1QTE + 0 v_Q LU W Z W ~ � J N y l7 m V 2 � Y LEGEND xx/xx: AM/PM Peak Hour Traffic to FIGURE 5:2031 PROJECTED TURNING MOVEMENTS (SHEETZ DEVELOPMENT) 0 Lz/z L MASON MILL ROAD F W W C N MANNING ROAD Y m D W SITE Z w ccW J = ~y O f F N --s3/-s7 2/2 -17/12 5 -m/15 /< --29/22 l� -/22 21/— r' 23/+8– r" ORANGE AVENUE 0/22– J5/z_�m r r - ROUTE 460 z/ SITE SHEETZ o tY1 Q W 2J y um v z � Y LEGEND .x/— AM/PM Peak Hour Traffic �� FIGURE 6:2031 TOTAL BACKGROUND TURNING MOVEMENTS �o 50 oPv SFJ L� r L322/324 �.o o L�jss �ry r,3/, J��� F 2/a r)/ta 1 r <m I/r MASON MILL �1 r 26/HJ nC:o ROAD l W W MANNING ROAD ,i/26— ZZ � W L7 SITE 2 H W d .j H N O q = S F O N �^ L9.m "m L122/,31 Lan e" L 1179/Ia)6 —1989/1H) —1 9/115, —116/9)2J` se/66 j L-1 rwso/a]z J —1—/1411 j L 6/19 "� J aea/,2m I n F 1 11 11 1 na-I 1 I r ORANGE AVENUE ,,.3/µ36s—.m, }15/29J 9]2a2J I 5n9J pYn —/'12- 35/17- 1281/17- 66/16 `1 - 6/,sl 36s63+-I ROUTE 460 SITE ul he c r W F 0; 4. Trip Generation Trip generation for this study was based on the proposed uses shown on the Concept Plan. The policies and procedures found in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, were employed to determine the potential site generated traffic volumes for the proposed development for the average weekday and AM and PM peak hours. Trip generation calculations were performed using the average rates provided in the ITE manual because equations were not available for this specific use. Table 3 below outlines the potential site-generated traffic for this development. Tri Generation Land Use AM Peak Hour PM Peak Hour Weekday Proposed ITE Independent Enter Exit Total Enter Exit Total Total Development Code Variable Multifamily Housing 221 768 Dwelling 75 251 326 183 117 300 3,617 (Mid-Rise) Units Medical-Dental 720 12,000 s.f. 28 8 36 14 32 46 408 Office Drive-in Bank 912 3,000 s.f. 17 13 30 31 32 63 301 Fast-Food Restaurant w/Drive- 934 2,400 s.f. 55 52 107 42 38 80 1,122 Thru North Side Convenience Store/ 5,000 s.f. Gas Station(South 945 14 Fueling 189 190 379 159 160 319 3,600 Side Positions Total 364 514 878 429 379 808 9,048 Table 3: Site-Generated Traffic Because the proposed development is mixed-use, it is appropriate to take an internal capture reduction. Internal capture reductions consider site trips "captured" within a mixed-use development, recognizing that trips from one land use can access another land use within a development without having to access the adjacent street system. Based on VDOT TIA guidelines, the internal capture percentage for this type of development should be the smaller of 15% of residential or 15% of non-residential trips generated. Therefore, a 15% internal capture reduction was applied to the non-residential uses on the north side of Orange Avenue. Table 4 below shows the potential site-generated traffic for this development with the internal capture reduction applied. 3 ,�Traffic Study 1 . Mixed Use Community-East Orange Avenue-Roanoke City,VA j BDecember 16,2022 KAIZER Tri Generation Land Use AM P!Exit k Hour PM Peak Hour Weekday Proposed ITE Independent Enter Total Enter Exit Total Total Development Code Variable Multifamily Housing 221 768 Dwelling 75 251 326 183 117 300 3,617 (Mid-Rise) Units Medical-Dental 720 12,000 s.f. 24 7 31 12 27 39 347 Office Drive-In Bank 912 3,000 s.f. 14 11 25 26 27 53 256 Fast-Food Restaurant w/Drive- 934 2,400 s.f. 47 44 91 36 32 68 954 Thru North Side Convenience Store/ 5,000 s.f. Gas Station(South 945 14 Fueling 189 190 379 159 160 319 3,600 Side) Positions Total 349 503 852 416 363 779 8,774 Table 4: Site-Generated Traffic w/ Internal Capture Reduction Pass-by trip reductions consider site trips drawn from the existing traffic stream on an adjacent street, recognizing that trips drawn to a site would otherwise already traverse the adjacent street regardless of existence of the site. Pass-by reductions have been applied for this site in accordance with the ITE Trip Generation Manual, 111 Edition. The values listed in the Handbook are for ITE Code 853, Convenience Market with Gasoline Pumps, which is a very similar use to the proposed use of the site. The reduction for average weekday traffic was assumed based on the AM and PM values and based on engineering judgement, since this reduction was not given in the ITE handbook. The pass-by reductions that were used for the trip generation calculations are shown below. Table 5 shows the potential site-generated traffic for this development with the pass-by reduction applied. Drive-In Bank—ITE Code 912 AM Peak Hr= 29% Reduction PM Peak Hr= 35% Reduction Weekday= 30% Reduction (Assumed) Fast-Food Restaurant with Drive-Thru—ITE Code 934 AM Peak Hr= 50% Reduction PM Peak Hr= 55% Reduction Weekday= 50% Reduction (Assumed) 4 , Traffic Study 1 07 Mixed Use Community—East Orange Avenue—Roanoke City,VA December 16,2022 N A95nf IATf.9 Convenience Store/Gas Station—ITE Code 945 AM Peak Hr= 76% Reduction PM Peak Hr= 75% Reduction Weekday = 75% Reduction (Assumed) Tri Generation Land Use AM Peak Hour PM Peak our Weekday Proposed ITE Independent Enter Exit Total Enter Exit Total Total Development Code Variable Multifamily Housing 221 768 Dwelling _ _ (Mid-Rise) Units Medical-Dental 720 12,000 s.f. -- — -- — — — — Office Drive-In Bank 912 3,000 s.f. -4 -3 -7 -9 -9 -18 -77 Fast-Food Restaurant w/Drive- 934 2,400 s.f. -23 -22 -45 -20 -18 -38 -477 Thru North Side Convenience Store/ 5,000 s.f. Gas Station(South 945 14 Fueling -144 -144 -288 -119 -120 -239 -2,700 Side) Positions Total -171 -169 -340 -148 -147 -295 -3,254 Table 5: Site-Generated Traffic Pass-By Reductions ,�Traffic Study 15 . Mixed Use Community—East Orange Avenue—Roanoke City,VA j December 16,2022 BALZER I A950CITP.4 F5 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 uses, 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. This development is proposed to have a full access point at the intersection of Orange Avenue and Mecca Street, as well as a full access point on Manning Road. This intersection is currently unsignalized, but does have an emergency flasher that serves emergency vehicles from Roanoke Fire-EMS Station #14. This location is planned for a future traffic signal with a future phase of the adjacent Richfield development. Based on discussions with the City, the existing Mecca Street approach from the south will be re-aligned slightly to line up with the proposed access point for the current project. A traffic signal and right and left turn lanes will be constructed to facilitate vehicle movements through the new four-leg intersection. The proposed intersection will be constructed as a 'thru-cut' design. This design limits signal phases by restricting through movements on the minor street approaches, which allows for additional green time to be allocated to Orange Avenue and enhancing traffic flow along the major movement. This design is consistent with the City's future plans for this corridor and with the initiatives outlined in the recent STARS report for the Route 460 corridor. 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 7. Pass-by trip reductions are shown graphically in Figure 8. In addition to the site-generated traffic, it is also understood that the new signalized intersection at Mecca Street will make the left turn movement from Mecca Street onto Orange Avenue a much more desirable movement. Therefore, it is acknowledged that this may result in some trips being re-distributed from the surrounding residential area. Based on information provided by the City of Roanoke, the area that could be affected by this consists of approximately 430 single-family homes and 74 single-family attached units. The potential traffic from this existing residential area was estimated using the ITE Trip Generation Manual, 11th Edition and is summarized in Table 6 below. 16 ,�Traffic Study . Mixed Use Community-East Orange Avenue-Roanoke City,VA j December 16,2022 N ABAIZER 9A()f IATP.9 Trip Generation Land Use AM Peak Hour PM Peak Hour Weekday Proposed ITE Independent Enter Exit Total Enter Exit Total Total Development Code Variable Single-Family 430 Dwelling Multifamily Housing 210 Units 75 226 301 255 149 404 4,055 Mid-Rise Single-Family 215 74 Dwelling 9 27 36 25 17 42 533 Attached Housing Units Total 84 253 337 280 166 446 4,588 Table 6: Existing Neighborhood Traffic The left turn movement from Mecca Street onto Orange Avenue is the only movement that is expected to have a significant impact on traffic patterns in this area, which would apply only to exiting vehicles that are ultimately traveling westbound on Orange Avenue. Based on knowledge of this area and discussions with the City of Roanoke, it is assumed that 30% of these trips from the existing neighborhood will re-route from the Gus Nicks Boulevard intersection to the Mecca Street intersection. It is assumed that 70% of exiting traffic from the neighborhood will utilize Orange Avenue. This results in a total of 177 trips in the AM peak hour (101 westbound, 76 eastbound) and 116 trips in the PM peak hour (56 westbound, 60 eastbound). Of these, 30% will re-route to make a left at Mecca Street instead of making a left at Gus Nicks Boulevard (30 in the AM peak hour, 17 in the PM peak hour). These adjustments have been shown, along with the site-generated traffic on Figure 7. 17 , 4 Traffic Study . Mixed Use Community—East Orange Avenue—Roanoke City,VA j December 16,2022 &AIZER FIGURE 7:SITE-GENERATED TURNING MOVEMENTS c�o y001� 0 OJC�OpO j L F'°� r 9/23— MASON MILL a z3— ROAD W L W OC r 16'E MANNING ROAD PROP.SITE y s/1z— r °/=31 ACCESS m _ Q W 11 1- SITE z LWLI hcc -1 F 0 h PROP.SITE 0 o ACCESS N 4/101 p 16/Pe —1 /122 a� LB sy /� 60/110— �o r5C/32 61/83-� _�L IOB/'/e —180/168 —144/131 88/1D— 1 113/154— If' 60/110] 1_ r' �C/aJ 1446/135— --� ORANGE AVENUE _ 6 x r 106/147 m 110/149— r ROUTE 460 R SITE Y W W t1 9W W LU PROP.SITE y I- 7 G ACCESS a m mm z_ W Y LEGEND xx/xx: AM Entering Traffic/PM Entering Traffic xx/xx: AM Exiting Traffic/PM Exiting Traffic xx/xx: AM Re-Routed Traffic/PM Re-Routed Traffic 18 FIGURE 8:PASS-BY TRIP REDUCTIONS 0 0 OJ��OpO I MASON MILL ROAD W Lu O.' N MANNING ROAD PROP.SITE ACCESS Z O W c TC t7 p; W SI 1 G ? H C O ~ H _ FZ- PROP.SITE c ACCESS N ,- L isi-ss =e7/-n --���-� Bei-50— r n _57/_80--59�-6�— ORANGE AVENUE -s9 r ROUTE 460 SITE Lu0 r F V W C to.3 PROP.SITE h m G ACCESS l7 op � Z W Y LEG ND xx/xx: AM Entering Traffic/PM Entering Traffic xx/xx: AM Exiting Traffic/PM Exiting Traffic 18 6. Analysis of Future Conditions With Development The buildout traffic was calculated by adding the 2031 Background traffic (Figure 6) to the site-generated traffic (Figure 7) and the pass-by reductions (Figure 8). The buildout traffic for each of the study intersections is shown in Figure 9. The intersections were then modeled and evaluated using the Synchro 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 Mecca Street was included in this analysis. This signal was modeled as a fully-actuated, coordinated signal with a cycle length of 120 seconds to match the other signals in the corridor. 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 Orange Avenue approaches and right turn overlaps were utilized for all approaches. The offset for this signal was determined based on the other signals in the corridor to maximize the efficiency of the signal for thru traffic. The proposed intersection improvements are shown graphically on the exhibit included in Appendix C. The Synchro 11 output is included in Appendix G. ,� Traffic Study 20 . Mixed Use Community-East Orange Avenue-Roanoke City,VA j December 16,2022 n AATP.9 FIGURE 9:2031 BUILDOUT TURNING MOVEMENTS c�c a �pp* � OJ��Pp 2"p L o/o \� L343/333 \a o o -��-+� L"X69 —68/69 L x23/6 J i�Q� r 2/U r2/10 L�� 4/„J 1(� MASON MILLsROAD99/413, WL W/F2i/Is MANNING ROAD �spROP.SITE wa/z3 m ACCESS Z Wl 9 w W N150/35 L12fi/13J n�a a9abLe322/t2a3 mL��s L1249/_ —1x49/1156 9zz1/+n J L Z J L r13/3 rno/139 J lr —1554/1- 20.,J aI o 1/3aj 'l I f' ORANGE AVENUE , o°��t0-1 „a :zt�31J ao9/137 J— u4sz%ui, lois%sJ+-1 oma ROUTE 460 1"/fi1� z/ +°e%+9'� a c SITE LuC F F Z W C N N N l7 m V Z_ W Y LEGEND xx/xx: AM/PM Peak Hour Traffic 21 7. Intersection Analysis Each intersection was analyzed under 2022 Existing Conditions, 2031 Background Conditions, and 2031 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 reports are included in Appendix G. Orange Avenue and Gus Nicks Boulevard AM PEAK HOUR PM PEAK HOUR LANE Overall LANE 95% Overall CONDITION GROUP STORAGE LANE LOS 95o� LOS LOS LOS (delay) Queue (delay) (delay) Queue (delay) EBL 210 F(86.5) 0 E(71.2) 27 EBT -- C(27.2) 275 C(20.6) 173 EBR 240 A(0.8) 1 A(1.4) 0 WBL 110 E (67.3) 96 E (62.0) 154 Existing 2022 WBTR -- B(19.2) 751 D C(22.9) 480 C Condition NBL -- F(162.1) 595 (49.7) E(58.9) 368 (26.4) NBLT -- F (169.0) 608 E(57.8) 362 NBR 270 C(31.8) 35 C(32.1) 32 SBL -- E (56.5) 26 E (58.2) 70 SBTR -- E (58.7) 47 E(70.0) 107 EBL 210 E (75.0) 0 E(68.1) 27 EBT -- C(25.5) 288 C(20.4) 175 EBR 240 A(0.6) 1 A(1.3) 0 WBL 110 E (79.7) 108 E(72.4) 176 Background WBTR -- B(16.0) 821 C(29.4) 526 C 2031 NBL -- F (206.3) 629 E (55.5) E (71.8) 388 (27.9) Condition NBLT -- F (213.5) 642 E(70.8) 384 NBR 270 A(4.7) 36 A(7.9) 42 SBL -- D(54.3) 26 E (62.7) 73 SBTR -- D (48.7) 48 E (58.9) 114 EBL 210 E(75.0) 1 E(66.6) 25 EBT -- C(25.2) 294 B(17.5) 168 EBR 240 A(0.5) 1 A(0.6) 0 WBL 110 F (87.6) 190 F (84.5) 213 Buildout WBTR -- C(20.1) 946 D C(22.4) 566 C 2031 NBL -- F(174.9) 582 (48.7) F(81.4) 369 (27.4) Condition NBLT -- F (181.9) 594 F(80.8) 368 NBR 270 A(5.0) 40 B(10.6) 57 SBL -- D (54.3) 26 E (62.7) 73 SBTR -- D(48.7) 48 E (58.9) 114 Table 7: Orange Avenue& Gus Nicks Boulevard LOS & Queuing Summary Traffic Study 22 , Mixed Use Community-East Orange Avenue-Roanoke City,VA /I December 16,2022 BAIZER *1111"1115 Under Buildout conditions, this intersection functions as an overall LOS D in the AM peak hour and overall LOS C in the PM peak hour, which is the same as the level of service in the Existing condition. There are minor increases in delay, which can be attributed as much to background growth as to the proposed development. It is noted that the northbound left turn from Gus Nicks Boulevard has a poor level of service and high delay in the AM peak hour for all scenarios. It is recommended that the City implement a thru-cut design for this intersection, as proposed in the recent STARS report that was previously completed. The reduction in phases will improve the overall functionality of the signal and, specifically, the northbound left turn movement. The detailed Synchro 11 reports are included in Appendix G. Traffic Study 23 Mixed Use Community—East Orange Avenue—Roanoke City,VA .� December 16,2022 BAI -71R' &A-0CIAT- Orange Avenue and King Street AM PEAK HOUR PM PEAK HOUR LANE LANE Overall LANE 95% Overall CONDITION GROUP STORAGE LOS 95o� LOS LOS LOS (delay) Queue (delay) (delay) Queue (delay) EBL 315 D(54.2) 50 E(60.7) 42 EBT -- D (38.4) 468 D (39.9) 512 EBR 290 C(23.0) 56 F(121.0) 66 Existing WBL 400 E (66.0) 378 F (81.8) 504 2022 WBT -- C(21.8) 518 D B(15.3) 357 D Condition WBR -- B (12.4) 0 (35.5) A(9.8) 0 (45.7) NBLT -- E (60.7) 204 D (53.5) 130 NBR 175 D (38.0) 234 E (76.0) 278 SBLTR -- E (59.6) 132 E (79.5) 120 EBL 315 D (54.1) 52 E(61.8) 42 EBT -- D (53.1) 505 D (46.7) 654 EBR 290 A(5.8) 43 A(7.1) 70 Background WBL 400 F (101.8) 649 F(175.2) 682 2031 WBT -- C(21.2) 495 D B(16.0) 353 D Condition WBR -- A(0.1) 0 (44.1) A(0.1) 0 (53.8) NBL 230 E (66.9) 194 E (61.7) 129 NBLT -- E (67.6) 200 E(61.6) 131 NBR 285 C(22.3) 257 D (50.3) 321 SBLTR -- E (62.2) 138 E (69.5) 127 EBL 315 E(63.4) 57 E(65.2) 44 EBT -- E (57.2) 585 E (56.2) 744 EBR 290 A(4.8) 38 A(6.5) 48 WBL 400 F (119.6) 649 F (175.2) 682 Buildout WBT -- C(22.4) 542 D B(16.5) 393 E 2031 WBR -- A(0.1) 0 (47.8) A(0.1) 0 (56.8) Condition NBL 230 E (69.6) 207 E (66.2) 142 NBLT -- E (69.6) 210 E (66.3) 144 NBR 285 C(23.8) 261 D(53.8) 324 SBLTR -- E (63.4) 138 E (69.5) 127 Table 8: Orange Avenue & King Street LOS & Queuing Summary In the AM peak hour, this intersection functions as an overall LOS D in all scenarios. In the PM peak hour, this intersection functions as an overall LOS D in the Existing and Background conditions and an overall LOS E in the Buildout condition. There are minor increases in delay, which can be attributed as much to background growth as to the proposed development. The westbound left turn movement from Orange Avenue onto King Street experiences a poor level of service and high delay for all scenarios, but especially in the Background and Buildout Traffic Study 24 . k Mixed Use Community-East Orange Avenue-Roanoke City,VA j December 16,2022 BARER h ASSMIATP.S scenarios. Queue,lengths exceed the available storage and impact thru traffic on Orange Avenue. It is noted that there is currently a project funded that will extend the westbound left turn lane, as well as improve both left turns along Orange Avenue to a protected-permissive design that will improve the overall functionality of the signal and specifically improve the westbound left turn movement. The detailed Synchro 11 reports are included in Appendix G. Orange Avenue and Granby Street AM PEAK HOUR PM PEAK HOUR LANE LANE Overall LANE 95�o Overall CONDITION GROUP STORAGE LOS 95�o LOS LOS LOS (delay) Queue (delay) (delay) Queue (delay) EBL 260 D (47.4) 62 At (5.4) 6 EBT -- A(1.7) 13 A(4.3) 108 Existing WBT -- A(4.7) 37 A(4.8) 70 2022 A(7.0) A(0.1) 0 A(7.2) WBR 340 A(0.0) 1 Condition SBL D (53.8) 65 D (54.7) 118 SBR -- D (44.2) 71 D (44.3) 69 EBL 260 C(24.9) 66 A(3.8) 4 EBT -- A(1.3) 14 A(4.4) 74 Background WBT -- A(7.5) 296 A(7.0) 103 2031 A(7.0) A(0.2) 0 A(7.9) WBR 340 A(0.1) 0 Condition SBL E(55.7) 71 E (63.1) 124 SBR -- C(30.4) 77 C(24.8) 78 EBL 260 C(28.4) 110 A(4.7) 8 EBT -- A(1.9) 51 A(5.0) 172 Buildout WBT -- A(7.6) 402 A(7.4) 91 2031 A(7.4) A(0.1) 0 A(8.4) WBR 340 A(0.1) 0 Condition SBL E (55.7) 71 E(63.1) 124 SBR -- C(32.7) 84 C(29.0) 92 Table 9: Orange Avenue & Granby Street LOS &Queuing Summary This intersection functions as a LOS A in all conditions and experiences very minor delay increases as a result of the development. No improvements are warranted or recommended at this intersection. The detailed Synchro 11 reports are included in Appendix G. 25 ,� Traffic Study .7 Mixed Use Community-East Orange Avenue-Roanoke City,VA �A/7 pQ December 16,2022 AIA85iLPg Orange Avenue and Hollins Road AM PEAK HOUR PM PEAK HOUR LANE LANE a Overall LANE 95% Overall CONDITION GROUP STORAGE LOS 95/ LOS LOS Queue LOS Queue dela (delay) (delay) (delay) ( Y) EBL 350 C(28.6) 90 D(40.4) 181 EBT -- C(26.2) 315 C(23.5) 443 EBR 475 B(19.4) 0 B(14.9) 1 WBL 420 A(5.0) 8 B (16.2) 45 Existing WBTR -- A(7.8) 97 B A(9.7) 247 C 113(41.9) ( 2022 NBL 180 D(43.7) 95 22.5) Condition NBT -- D (53.4) 139 (18.5) D E(61.5) 197 NBR 180 D (48.2) 0 D(47.9) 32 SBL 230 D (43.7) 94 D (42.3) 129 SBT -- D (52.8) 126 D(53.9) 154 SBR 220 D (49.1) 76 D (48.0) 40 EBL 350 C (32.0) 89 D(45.4) 189 EBT -- C(28.3) 326 C(25.5) 478 EBR 475 (A(0.3) 0 A(0.4) 2 WBL 420 A(7.1) 8 C(25.9) 54 Background WBTR -- A(9.9) 94 B(11.2) 302 C 2031 NBL 180 D (40.4) 98 B D(41.1) 118 23.4) Condition NBT -- E (62.2) 143 (19.2) E(71.3) 213 NBR 180 A(2.2) 0 A(8.0) 40 SBL 230 D(40.2) 101 D (42.5) 134 SBT -- E(56.2) 131 E (61.4) 159 SBR 220 B (13.0) 78 A(9.3) 46 EBL 350 C(31.8) 89 D (45.4) 189 EBTR -- C(27.7) 334 C(26.5) 510 EBR 475 A(0.3) 0 A(0.4) 2 WBL 420 A(8.2) 9 C(25.9) 50 Buildout WBTR -- B(11.3) 102 B B(12.3) 339 C 2031 NBL 180 D(40.3) 98 D(41.4) 118 24.3 Condition NBT -- E (62.2) 143 (19.6) E (73.8) 213 ( ) NBR 180 A(2.3) 0 A(9.0) 43 SBL 230 D(40.9) 111 D(45.2) 149 SBT -- E(55.7) 131 E (62.2) 159 SBR 220 B(12.8) 78 A(9.4) 46 Table 10: Orange Avenue & Hollins Road LOS &Queuing Summary Under Buildout conditions, this intersection functions as an overall LOS B in the AM peak hour and overall LOS C in the PM peak hour, which is the same as the level of service in the Existing condition. There are minor increases in delay, which can be attributed as much to ,�Traffic Study 26 Mixed Use Community-East Orange Avenue-Roanoke City,VA BAIER December 16,2022 K^SZ background growth as to the proposed development. No improvements are warranted or recommended at this intersection. The detailed Synchro 11 reports are included in Appendix G. Orange Avenue and 131h Street AM PEAK HOUR PM PEAK HOUR %5Overall CONDITION LANE GROUP STORAGE LANE LOS 95% LOS Overall LANE LOS 95% LOS (delay) Queue (delay) (delay) Queue (delay) EBL 165 D (41.4) 10 C(20.1) 14 EBTR -- C(30.2) 387 C(34.8) 934 WBL 150 B(13.5) 1 C(27.5) 7 Existing WBTR -- F(83.4) 1046 E C(23.5) 225 D 2022 NBL 150 E (58.4) 160 (62.3) E(59.6) 133 (36.6) Condition NBTR -- D (49.5) 75 D(54.0) 109 SBL 150 E(68.5) 179 F (123.1) 340 SBTR -- D (54.6) 115 D(51.3) 141 EBL 165 B(13.4) 10 B(16.9) 15 EBTR -- C(29.0) 426 D(35.6) 1024 WBL 150 A(8.5) 1 B(10.5) 7 Background WBTR -- F (84.3) 1093 E C(23.9) 236 D 2031 NBL 150 E (68.3) 169 (62.9) E (70.6) 138 (38.1) Condition NBTR -- D (42.3) 79 D (49.3) 114 SBL 150 E (79.9) 196 F(135.6) 362 SBTR -- E (63.6) 121 E (59.5) 148 EBL 165 B(16.1) 16 C(22.2) 22 EBTR -- C(31.7) 453 E(56.6) 1103 WBL 150 A(8.2) 2 A(9.8) 8 Buildout WBTR -- F (112.4) 1255 E C(27.1) 230 D 2031 NBL 150 E(68.3) 169 (79.6) E(70.6) 138 (49.2) Condition NBTR -- D (40.6) 81 D (49.4) 118 SBL 150 F (81.2) 196 F (141.0) 365 SBTR -- E (70.9) 145 E (61.3) 156 Table 11: Orange Avenue & 13th Street LOS & Queuing Summary In the AM peak hour, this intersection functions as an overall LOS E under all scenarios. In the PM peak hour, this intersection functions as an overall LOS D under all scenarios. Westbound traffic experiences high delays in the AM peak hour due to the high existing traffic volumes. This intersection appears to serve as a 'pinch' point for traffic as the last signalized intersection before Orange Avenue expands to three westbound lanes to the west. The STARS report recommends additional lanes be installed along the minor street approaches at this intersection. However, it appears that a more effective solution might be to reduce the number Vol,Traffic Study 27 � Mixed Use Community-East Orange Avenue-Roanoke City,VA December 16,2022 W-W F'ofsignal phases by eliminating the current split phasing of the minor street approaches. This signal will operate more efficiently if these phases run concurrently. Utilizing protected- permissive left turn movements for the 13' Street approaches will further improve the operation of the signal. It does appear that geometric improvements may be required to accommodate the simultaneous left turn movements from the minor street approaches. These changes will greatly improve traffic flow and queuing along Orange Avenue. The detailed Synchro 11 reports are included in Appendix G. Hollins Road and Mason Mill Road AM PEAK HOUR PM PEAK HOUR CONDITION LANE LANE 95% LANE 950 GROUP LOS Queue LOS Queue (delay) (delay) Existing WBLR C(15.7) 77 C(15.7) 70 2022 SBLT A(4.4) 17 A(9.9) 45 Condition Background WBLR C(17.3) 90 C(16.9) 80 2031 SBLT A(8.5) 17 B(10.2) 50 Condition Buildout WBLR C(21.1) 117 D(25.1) 127 2031 SBLT A(8.5) 17 B(10.5) 52 Condition Table 12: Hollins Road & Mason Mill Road LOS &Queuing Summary All turning movements at this intersection function at acceptable levels of service and delays in both the AM and PM peak hours for all scenarios. No improvements are warranted or recommended at this intersection. The detailed Synchro 11 reports are included in Appendix G. ,�Traffic Study 28 Mixed Use Community—East Orange Avenue—Roanoke City,VA BA Fu December 16,2022 n nssou ares Orange Avenue and Mecca Street AM PEAK HOUR PM PEAK HOUR LANE LANE 950 Overall LANE 95% Overall CONDITION GROUP LOS LOS LOS LOS Queue Queue (delay) (delay) (delay) (delay) Existing WBL B(12.9) 20 B(14.9) 20 N/A 2022 NBLR N/A F (96.6) 80 N/A F (505.1) 195 Condition Background WBL B(13.8) 22 C(16.1) 25 N/A 2031 NBLR N/A F (196.1) 110 N/A F (835.3) 237 Condition EBL 300 A(8.8) 19 A(8.6) 16 EBT -- A(7.6) 572 A(6.1) 674 EBR 275 A(0.8) 6 A(0.4) 3 WBL 225 C(29.5) 159 C(28.2) 94 Buildout WBT -- A(6.6) 111 A(4.7) 195 B WBR 250 A(0.1) 0 2031 B(12'4) A(0.3) 0 (10.2) Condition NBL -- E(61.8) 191 E(68.3) 180 NBR 150 A(2.4) 21 A(1.9) 18 SBL -- D(52.1) 136 E(56.2) 126 SBR 150 B(10.4) 56 A(0.7) 1 7 Table 13: Orange Avenue & Mecca Street LOS &Queuing Summary In the Existing and Background conditions, the northbound approach at Mecca Street experiences very high delays. The installation of the new thru-cut design signalized intersection will greatly improve level of service for the northbound approach and will serve the new development traffic, while still allowing Orange Avenue traffic to flow through the intersection very efficiently. The new signalized intersection will function at overall LOS B in both the AM and PM peak hours. No other improvements are warranted or recommended at this intersection. The detailed Synchro 11 reports are included in Appendix G. ,�Traffic Study 29 Mixed Use Community-East Orange Avenue-Roanoke City,VA BARER December 16,2022 K A55()('.IATP.S Manning Road and 20th Street AM PEAK HOURWPMPEAKHOURLANE LANE 95%CONDITION GROUP LOS Queue) EBLTR A(9.3) 2 A(9.5) 5 Existing WBLTR A(9.3) 2 A(9.7) 5 2022 NBL A(7.3) 0 A(7.4) 0 Condition SBL A(8.2) 0 A(7.3) 0 EBLTR A(9.3) 2 A(9.6) 5 Background WBLTR A(9.3) 2 A(9.8) 5 2031 NBL A(7.3) 0 A(7.4) 0 Condition SBL A(8.2) 0 A(7.3) 0 EBLTR A(9.5) 2 A(9.7) 7 Buildout WBLTR A(9.1) 2 A(9.5) 2 2031 NBL A(7.4) 0 A(7.4) 0 Condition SBL A(8.2) 0 A(7.3) 0 Table 14: Manning Road & 20th Street LOS & Queuing Summary All turning movements at this intersection function at acceptable levels of service and delays in both the AM and PM peak hours for all scenarios. No improvements are warranted or recommended at this intersection. The detailed Synchro 11 reports are included in Appendix G. Mason Mill Road and 201h Street AM PEAK HOUR PM PEAK HOUR CONDITION LANE LANE 95% LANE 95% GROUP LOS LOS (delay) Queue (delay) Queue Existing WBLT A(7.3) 0 A(7.3) 0 2022 NBLR A(8.8) 2 A(8.9) 2 Condition Background WBLT A(7.3) 0 A(7.3) 0 2031 NBLR A(8.8) 2 A(8.9) 2 Condition Buildout WBLT A(7.3) 0 A(7.4) 0 2031 NBLR A(8.8) 0 A(9.0) 2 Condition Table 15: Mason Mill Road &201h Street LOS & Queuing Summary All turning movements at this intersection function at acceptable levels of service and delays in both the AM and PM peak hours for all scenarios. No improvements are warranted or recommended at this intersection. The detailed Synchro 11 reports are included in Appendix G. ,� Traffic Study 30 .7 Mixed Use Community-East Orange Avenue-Roanoke City,VA BAIZER December 16,2022 k Mason Mill Road and 13th Street AM PEAK HOUR PM PEAK HOUR LANE LANE 950 LANE 9500 :COND:ITIO]NGROUP LOS Queue LOS Queue (delay) (delay) EBL A(7.3) 0 A(7.4) 2 Existing WBL A(7.7) 0 N/A 0 2022 NBLTR B(13.3) 52 C(19.3) 82 Condition SBLTR A(9.0) 2 B(10.9) 2 EBL A(7.3) 0 A(7.4) 2 Background WBL A(7.7) 0 N/A 0 2031 NBLTR B(13.2) 50 C(19.1) 82 Condition SBLTR A(8.9) 2 B (11.0) 2 EBL A(7.4) 0 A(7.4) 0 Buildout WBL A(7.7) 0 N/A 0 2031 NBLTR B(14.2) 55 C(16.7) 67 Condition SBLTR A(9.1) 2 B (10.5) 2 Table 16: Mason Mill Road & 13th Street LOS & Queuing Summary All turning movements at this intersection function at acceptable levels of service and delays in both the AM and PM peak hours for all scenarios. No improvements are warranted or recommended at this intersection. The detailed Synchro 11 reports are included in Appendix G. 3107 Traffic Traffic Study .7 Mixed Use Community-East Orange Avenue-Roanoke City,VA December 16,2022 K 9BA1ZER S. VDOT Turn Lane Warrants The analyses to determine turn lane requirements for the new full access entrance on Manning Road to serve the proposed development were completed by following the procedures and methodologies found in the VDOT Road Design Manual, Volume 1, Appendix F. Richt-Turn Lane into Site from Mannin_a Road AM Peak Hour Analysis: - 10 Vehicles per Hour Turning Right into site from Manning Road -Approach Volume=42 VPH + 10 VPH = 52 VPH -- Right-Turn Lane Requirement, as per VDOT Road Design Manual, Appendix F: None Warranted(please see Appendix F). PM Peak Hour Analysis: -23 Vehicles per Hour Turning Right into site from Manning Road -Approach Volume= 68 VPH + 23 VPH = 91 VPH -- Right-Turn Lane Requirement, as per VDOT Road Design Manual, Appendix F: None Warranted(please see Appendix F). Left-Turn Lane into Site from Manning Road AM Peak Hour Analysis: -9 (20.4%) Vehicles per Hour Turning Left into site from Manning Road -Advancing Volume =44 VPH -Opposing Volume= 52 VPH -- Left-Turn Lane Requirement, as per VDOT Road Design Manual, Appendix F: None Warranted(please see Appendix F). PM Peak Hour Analysis: - 23 (27.7%)Vehicles per Hour Turning Left into site from Manning Road -Advancing Volume= 83 VPH -Opposing Volume= 91 VPH — Left-Turn Lane Requirement, as per VDOT Road Design Manual, Appendix F: None Warranted(please see Appendix F). ,�Traffic Study 32 Mixed Use Community—East Orange Avenue—Roanoke City,VA BAIDecember 16,2022 n AkZER 9. Conclusions Based on the data collected, the assumptions made, and the potential site generated traffic, the recommendations for the roadway network are summarized below: • The new entrance at Orange Avenue and Mecca Street should be signalized with a reduced phase, thru-cut design to allow for proposed movements in and out of the site and Mecca Street, while minimizing delay for Orange Avenue traffic and maximizing the efficiency of the corridor. • The intersection should be developed in accordance with the Intersection Improvements Exhibit included in Appendix C, subject to any revisions during the comprehensive development plan review process. No right turn lanes or tapers are warranted by the proposed development on Manning Street. The City of Roanoke should consider modifying the existing signal at Orange Avenue and 13th Street from split phasing for the 13th Street approaches. This signal will operate more efficiently if these phases run concurrently. Utilizing protected-permissive left turn movements for the 13th Street approaches will further improve the operation of the signal and greatly improve traffic flow and queuing along Orange Avenue. It does appear that geometric improvements may be necessary to accommodate the simultaneous left turn movements from the minor street approaches. The City of Roanoke should consider improving the intersection at Orange Avenue and Gus Nicks Boulevard to a thru-cut design per the recommendations in the STARS report. This will improve traffic flow along the Orange Avenue corridor and increase the efficiency of the left turn movement from Gus Nicks onto Orange. The improvements to the intersection at Orange Avenue and King Street that are currently planned and funded will greatly improve the efficiency of this signal and improve traffic flow along the Orange Avenue corridor. ,�Traffic Study 33 Mixed Use Community—East Orange Avenue—Roanoke City,VA December 16,2022 &AIZER Appendix A Vicinity Map I�Traffic Study . Mixed Use Community—East Orange Avenue—Roanoke City,VA -9 December 16,2022 34 A 4� s r " ti o >C 8 d y SITE Traffic Study PRO* Mixe• Use Community • Roanoke City,VA W-9 ' December 16,2022 Appendix B Concept Plan I�Traffic Study .7 Mixed Use Community—East Orange Avenue—Roanoke City,VA December 16,2022 BARER 36 M Ai5nC1ATP.9 wu awl 71 ITZER ..,F � a W x Z M W y .w.�, ------------ - - K o , 1 T EX-A Appendix C Proposed Intersection Improvements Exhibit I�Traffic Study Mixed Use Community—East Orange Avenue—Roanoke City,VA .N December 16,2022 )BARER 38 X 144011IT15 iy Kill RO °��. �. ,�^' ,orb``}p, �". � rfr•••` i� .r u d ...... -r.....w. _ - _ Z o 9 '2 F U 0 10 TOPrx � `�. EX-C Appendix D Existing Traffic Data Traffic Study Lffl*Mixed Use Community—East Orange Avenue—Roanoke City,VA s December 16,2022 BARER 40 A<l5IOC IAT15 ORANGE AVENUE & HOLLINS ROAD CARS TURNING MOVEMENT COUNT-SUMMARY rm Counted by:VCU ],� Intersection of:Orange Ave Date:September 01,2022 Thursday ,�,(K�- and:Hollins Rd Weather:Warm,Clear atip Location:Roanoke,Virginia Entered by:CK Star Rating:3 l Ciip TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orange Ave on: Hollins Rd on: Hollins Rd N+S TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 700-7:15 27 332 13 0 372 7 202 20 0 229 20 20 5 0 45 38 21 15 0 74 720 7:15-7:30 17 450 13 0 480 11 235 21 0 267 13 23 10 0 46 46 14 13 0 73 866 7:30-7:45 23 450 13 0 486 7 286 24 0 317 19 24 14 0 57 54 26 19 0 99 959 7:45-8:00 25 422 22 0 469 10 269 27 0 306 18 24 13 0 55 54 22 20 0 96 926 8:00-8:15 13 337 18 0 368 14 246 14 2 276 19 24 19 0 62 32 18 14 0 64 770 8:15-8:30 10 408 16 0 434 8 196 21 1 226 11 11 11 0 33 48 12 9 0 69 762 8:30-8:45 8 322 10 0 340 14 200 18 1 233 13 8 18 0 39 35 14 21 0 70 682 8:45-9:00 15 310 12 0 337 15 225 22 0 262 22 16 12 0 50 34 10 15 0 59 708 2 Hr Totals 138 3031 117 0 3286 86 1859 167 4 2116 135 150 102 0 387 341 137 126 0 604 6393 1 Hr Totals 7:00-8:00 92 1654 61 0 1807 35 992 92 0 1119 70 91 42 0 203 192 83 67 0 342 3471 7:15-8:15 78 1659 66 0 1803 42 1036 86 2 1166 69 95 56 0 220 186 80 66 0 332 3521 7:30-8:30 71 1617 69 0 1757 39 997 86 3 1125 67 83 57 0 207 188 78 62 O 328 3417 7:45-8:45 56 1489 66 0 1611 46 911 80 4 1041 61 67 61 0 189 169 66 64 0 299 3140 8:00-9:00 46 1377 56 0 1479 51 867 75 4 997 65 59 60 0 184 149 54 59 0 262 2922 PEAK HOUR 7:15-8:15 78 1659 66 0 1803 42 1036 86 2 1166 1 69 95 56 0 220 186 80 66 0 332 3521 PM 4:00-4:15 16 251 16 1 284 18 378 44 0 440 29 26 20 0 75 48 30 19 0 97 896 4:15-4:30 25 294 28 0 347 18 392 34 0 444 45 35 7 1 88 34 35 25 0 94 973 4:30-4:45 13 307 24 1 345 16 459 49 0 524 29 33 33 0 95 36 29 28 0 93 1057 4:45-5:00 21 328 25 0 374 20 391 47 1 459 33 32 16 O 81 30 22 24 1 77 991 5:00-5:15 8 278 29 0 315 16 389 35 1 441 38 41 18 0 97 44 40 41 0 125 978 5:15-5:30 20 355 20 1 396 16 406 51 0 473 41 33 18 0 92 39 25 22 O 86 1047 5:30-5:45 27 378 32 0 437 20 378 41 0 439 26 30 19 0 75 23 23 26 0 72 1023 5:45-6:00 13 319 25 0 357 16 335 30 1 382 22 14 16 O 52 36 27 23 0 86 877 2 Hr Totals 143 2510 199 3 2855 140 3128 331 3 3602 263 244 147 1 655 290 231 208 1 730 7842 1 Hr Totals 4:00-5:00 75 1180 93 2 1,350 72 1620 174 1 1867 136 126 76 1 339 148 116 96 1 361 3917 4:15-5:15 67 1207 106 1 1381 70 1631 165 2 1868 145 141 74 1 361 144 126 118 1 389 3999 4:30-5:30 62 1268 98 2 1430 68 1645 182 2 1897 141 139 85 0 365 149 116 115 1 381 4073 4:45-5:45 76 1339 106 1 1522 72 1564 174 2 1812 138 136 71 0 345 136 110 113 1 360 4039 5:00-6:00 68 1330 106 1 1505 68 1508 157 2 1735 127 118 71 0 316 142 115 112 0 369 3925 PEAK HOUR 4:30-5:30 62 1268 98 2 1430 1 68 1645 182 2 1897 1 141 139 85 0 365 149 116 115 1 381 4073 41 ORANGE AVENUE & HOLLINS ROAD HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:September Ot,2022 Thursday flll x4, and:Hollins Rd Weather:Warn,Clear 7�lffJJ//fin Location:Roanoke,Virginia Entered by:CK Star Rating:3 !' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orange Ave on: Hollins Rd on: Hollins Rd N+S TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00.7:15 1 31 3 0 35 2 22 2 0 26 3 1 3 0 7 8 1 1 0 10 78 7:15-7:30 3 32 3 0 38 3 21 2 O 26 0 0 2 0 2 3 0 2 0 5 71 7:30-7:45 1 20 0 0 21 5 22 3 0 30 3 1 11 0 15 4 4 3 0 11 77 7:45-8:00 3 22 4 0 29 5 16 1 0 22 4 0 2 0 6 7 1 4 0 12 69 8:00-8:15 3 32 2 0 37 4 24 1 0 29 3 2 5 0 10 7 2 2 0 11 87 8:15-8:30 0 36 4 0 40 8 34 3 0 45 3 0 6 0 9 9 1 1 0 11 105 8:30-8:45 6 24 4 0 34 9 35 1 0 45 0 1 6 0 7 1 1 2 0 4 90 8:45-9:00 0 30 3 0 33 8 38 5 0 51 5 1 5 0 11 4 1 1 0 6 101 2 Hr Totals 17 227 23 0 267 44 212 18 0 274 21 6 40 0 67 43 11 16 0 70 678 1 Hr Totals 7:00-8:00 8 105 10 0 123 15 81 8 0 104 10 2 18 0 30 22 6 10 0 38 295 7:15-8:15 10 106 9 O 125 17 83 7 0 107 10 3 20 0 33 21 7 11 0 39 304 7:30-8:30 7 110 10 0 127 22 96 8 0 126 13 3 24 0 40 27 8 10 0 45 338 7:45-8:45 12 114 14 0 140 26 109 6 0 141 10 3 19 0 32 24 5 9 0 38 351 8:00-9:00 9 122 13 0 144 29 131 10 0 170 11 4 22 0 37 21 5 6 0 32 383 PEAK HOUR 7:15-8:15 10 106 9 0 125 17 83 7 0 107 10 3 20 0 33 21 7 11 0 39 304 Percent HV 11% 6% 12% 0% 6% 29% 7% 8% 0% 8% 13% 3% 26% 0% 13% 10% 8% 14% 0% 11% 8% PM 4:00-4:15 5 28 0 0 33 4 22 3 0 29 2 0 3 0 5 1 1 1 0 3 70 4:15-4:30 3 23 2 0 28 4 24 4 1 33 3 1 2 0 6 1 0 2 0 3 70 4:30-4:45 0 18 0 0 18 0 12 2 0 14 1 1 8 0 10 1 0 1 0 2 44 4:45-5:00 5 15 2 0 22 0 17 4 0 21 2 2 6 0 10 3 0 1 0 4 57 5:00-5:15 1 21 0 0 22 4 17 2 0 23 0 1 1 0 2 1 1 0 0 2 49 5:15-5:30 1 17 0 0 18 1 13 3 0 17 2 0 1 0 3 1 0 1 0 2 40 5:30-5:45 0 10 0 0 10 1 10 4 0 15 O 1 0 0 1 0 0 0 0 0 26 5:45-6:00 0 19 3 0 22 1 14 0 0 15 0 0 1 0 1 1 0 1 0 2 40 2 Hr Totals 15 151 7 0 173 15 129 22 1 167 10 6 22 0 38 9 2 7 0 18 396 1 Hr Totals 4:00-5:00 13 84 4 0 101 8 75 13 1 97 8 4 19 0 31 6 1 5 0 12 241 4:15-5:15 9 77 4 0 90 8 70 12 1 91 6 5 17 0 28 6 1 4 0 11 220 4:30-5:30 7 71 2 0 80 5 59 11 0 75 5 4 16 0 25 6 1 3 0 10 190 4:45-5:45 7 63 2 0 72 6 57 13 0 76 4 4 8 0 16 5 1 2 0 8 172 5:00-6:00 2 67 3 0 72 7 54 9 0 70 2 2 3 0 7 3 1 2 0 6 155 PEAK HOUR 4:30-5:30 7 71 2 0 80 5 59 11 0 75 5 4 16 0 25 6 1 3 0 10 190 Percent HV 10% 5% 2% 0% 5% 7% 3% 6% 0% 4^/0 3% 3% 16% 00%1. 6% 4% 1% 3% 0% 3% 4% 42 ORANGE AVENUE & HOLLINS ROAD PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:September 01,2022 Thursday and:Hollins Rd Weather:Warm,Clear G/rAlp Location:Roanoke,Virginia Entered by:CK Star Rating:3 /� NORTH LEG SOUTH LEG EAST LEG WEST LEG Oran a Ave Oron a Ave Hollins Rd Hollins Rd TIME AM 0 1 7:00-7:15 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 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 1 TOTALS 0 PM 0 0 0 4:00-4:15 0 0 0 -4:15-4:30 0 0 o a 4:30-4:45 0 0 0 0 4:45-5:00 0 0 0 0 500-5.15 0 0 5:15-5:30 0 0 0 0 5:30-5:45 0 0 0 0 0 0 5:45-6:00 0 0 0 0 TOTALS 0 0 43 ORANGE AVENUE & HOLLINS ROAD TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU 7777z., Intersection of:Orange Ave Date:September 01,2022 Thursday and:Hollins Rd Weather:Warm,Clear Location:Roanoke,Virginia Entered by:CK Star Rating:3 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orange Ave on: Hollins Rd on: Hollins Rd TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL PoGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 28 363 16 0 407 9 224 22 0 255 23 21 8 0 52 46 22 16 0 84 798 7:15-7:30 20 482 16 0 518 14 256 23 0 293 13 23 12 0 48 49 14 15 0 937 7:30-7:45 24 470 13 0 507 12 308 27 0 347 22 25 25 0 72 58 30 22 0 111 0 1036 7:45-8:00 28 444 26 0 498 15 285 28 0 328 22 24 15 0 61 61 23 24 0 108 995 8:00-8:15 16 369 20 0 405 18 270 15 2 305 22 26 24 0 72 39 20 16 0 75 857 8:15-8:30 10 444 20 0 474 16 230 24 1 271 14 11 17 0 42 57 13 10 0 80 867 8:30-8:45 14 346 14 0 374 23 235 19 1 278 13 9 24 0 46 36 15 23 0 74 772 8:45-9:00 15 340 15 0 370 23 263 27 0 313 27 17 17 0 61 38 11 16 0 65 809 2 Hr Totals 155 3258 140 0 3553 130 2071 185 4 2390 156 156 142 0 454 384 148 142 0 674 7071 1 Hr Totals 7:00-8:00 100 1759 71 0 1930 50 1073 100 0 1223 80 93 60 0 233 214 89 77 0 380 37fi6 715-815 88 1765 75 0 1928 59 1119 93 2 1273 79 98 76 0 253 207 87 77 0 371 3825 7:30-8:30 78 1727 79 0 1884 61 1093 94 3 1251 80 86 81 0 247 215 86 72 0 373 3755 7:45-8.45 68 1603 80 0 1751 72 1020 86 4 1182 71 70 80 0 221 193 71 73 0 337 3491 8:00-9:00 55 1499 69 0 1623 80 998 85 4 1167 76 63 82 0 221 170 59 65 0 294 3305 PEAK HOUR 3825 7:15-8:15 88 1765 75 0 1928 59 1119 93 2 1273 79 98 76 0 253 207 87 77 0 371 0.92 PHF 0.923 PM 4:00-4:15 21 279 16 1 317 22 400 47 0 469 31 26 23 0 80 49 31 20 0 100 966 4:15-4:30 28 317 30 0 375 22 416 38 1 477 48 36 9 1 94 35 35 27 0 97 1043 4:30-4:45 13 325 24 1 363 16 471 51 0 538 30 34 41 0 105 37 29 29 0 95 1101 4:45-5:00 26 343 27 0 396 20 408 51 1 480 35 34 22 0 91 33 22 25 1 81 1048 5:00-5:15 9 299 29 0 337 20 406 37 1 464 38 42 19 0 99 45 41 41 0 127 1027 5:15-5:30 21 372 20 1 414 17 419 54 0 490 43 33 19 0 95 40 25 23 0 88 1087 5:30-5:45 27 388 32 0 447 21 388 45 0 454 26 31 19 0 76 23 23 26 0 72 1049 5:45-6:00 13 338 28 0 379 17 349 30 1 397 22 14 17 0 53 37 27 24 0 88 917 2 Hr Totals 158 2661 206 3 3028 155 3257 353 4 3769 273 250 169 1 693 299 233 215 1 748 8238 1 Hr Totals 4:00-5:00 88 1264 97 2 1451 80 1695 187 2 1964 144 130 95 1 370 154 117 101 1 373 4158 4:15-5:15 76 1284 110 1 1471 78 1701 177 3 1959 151 146 91 1 389 150 127 122 1 400 4219 4:30-5:30 69 1339 100 2 1510 73 1704 193 2 1972 146 143 101 0 390 155 117 118 1 391 4263 4:45-5:45 83 1402 108 1 1594 78 1621 187 2 1888 142 140 79 0 361 141 111 115 1 368 4211 5:00-6:00 70 1397 109 1 1577 75 1562 166 2 1805 129 120 74 0 323 145 116 114 0 375 4080 PEAK HOUR 4:30-5:30 69 1339 100 2 1510 73 1704 193 2 1972 146 143 101 0 390 155 117 118 1 391 4283 PHF i 0.968 ORANGE AVENUE & 13TH STREET CARS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU �]Hr Intersection of:Orange Ave Date:August 24,2022 Wednesday and:13th St Weather:Warm,Clear lJ/w1p Location:Roanoke,VA Entered by:CK Star Rating:4 /' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: 13th Sl on: 13th St N+5 on: Orange Ave on: Orange Ave + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL',RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 14 381 0 0 395 8 215 3 0 226 3 9 34 1 47 9 7 24 0 40 708 7:15-7:30 32 424 1 0 457 13 261 2 0 276 2 11 30 0 43 12 6 22 0 40 816 7:30-7:45 28 474 2 0 504 14 288 4 0 306 5 9 36 0 50 5 8 32 0 45 905 7:45-8:00 31 470 1 0 502 14 297 4 0 315 4 10 25 0 39 15 13 40 1 69 925 8:00-8:15 24 401 0 0 425 11 237 3 0 251 2 9 21 1 33 7 8 19 1 35 744 8:15-8:30 20 350 0 0 370 14 244 9 O 267 6 10 26 0 42 10 6 27 0 43 722 8:30-8:45 26 345 2 0 373 15 206 6 0 227 8 8 30 1 47 4 5 35 0 44 691 8:45-9:00 18 307 0 0 325 12 207 2 0 221 6 4 12 0 22 j 5 6 27 0 38 606 2 Hr Totals 193 3152 6 0 3351 101 1955 33 0 2089 36 70 214 3 323 67 59 226 2 354 6117 1 Hr Totals 7:00-8:00 105 1749 4 0 1858 49 1061 13 0 1123 14 39 125 1 179 41 34 118 1 194 3354 7:15-8:15 115 1769 4 0 1888 52 1083 13 0 1148 13 39 112 1 165 1 39 35 113 2 189 3390 7:30-8:30 103 1695 3 0 1801 53 1066 20 0 1139 17 38 108 1 164 37 35 118 2 192 3296 7:45-8:45 101 1566 3 0 1670 54 984 22 0 1060 20 37 102 2 161 36 32 121 2 191 3082 8:00-9:00 88 1403 2 0 1493 52 894 20 0 966 22 31 89 2 144 11 26 25 108 1 160 2763 PEAK HOUR 7:15-8:15 115 1769 4 0 1888 52 1083 13 0 1148 13 39 112 1 165 i 39 35 113 2 189 3390 PM 4:00-4:15 32 298 2 3 335 37 347 6 0 390 7 10 36 0 53 7 21 50 0 78 856 4:15-4:30 24 299 2 0 325 38 378 6 0 422 10 7 33 0 50 3 19 47 0 69 866 4:30-4:45 37 325 3 0 365 18 324 1 0 343 6 11 26 0 43 9 17 47 0 73 824 4:45-5:00 28 334 3 0 365 26 346 11 0 383 6 8 27 1 42 5 18 53 O 76 866 5:00-5:15 37 336 6 0 379 34 387 5 0 426 7 10 16 0 33 6 18 47 0 0 909 5:15-5:30 32 315 3 0 350 39 414 4 0 457 12 15 29 0 56 7 34 60 0 101 964 5:30-5:45 33 332 2 1 368 25 389 9 0 423 9 17 29 0 55 1 17 52 0 70 916 5:45-6:00 21 319 6 0 346 28 405 9 0 442 14 10 18 1 43 7 16 47 0 70 901 2 Hr Totals 244 2558 27 4 2833 245 2990 51 0 3286 71 88 214 2 375 45 160 403 0 608 7102 1 Hr Totals 4:00-5:00 121 1256 10 3 1390 119 1395 24 0 1538 29 36 122 1 188 24 75 197 0 296 3412 4:15-5:15 126 1294 14 0 1434 116 1435 23 0 1574 29 36 102 1 168 23 72 194 0 289 3465 4:30-5:30 134 1310 15 0 1459 117 1471 21 0 1609 31 44 98 1 174 27 87 207 0 321 3563 4:45-5:45 130 1317 14 1 1462 124 1536 29 0 1689 34 50 101 1 186 19 87 212 0 318 3655 5:00-6:00 123 1302 17 1 1443 126 1595 27 0 1748 42 52 92 1 187 21 85 206 0 312 3690 PEAK HOUR 5:00-6:00 123 1302 17 1 1443 126 1595 27 0 1748 42 52 92 1 187 21 85 206 0 312 3690 45 ORANGE AVENUE & 13TH STREET HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU , Intersection of:Orange Ave Date:August 24,2022 Wednesday and:13th St Weather:Warm,Clear (iial�p Location:Roanoke,VA Entered by:CK Star Rating:4 P TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TN+ g TIME on: Orange Ave on: Orange Ave on: 13th St on: 13th St + PoGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U•TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 1 23 0 0 24 1 27 1 0 29 2 0 5 0 7 j 2 0 2 0 4 64 715-7:30 0 43 0 0 43 0 26 1 0 27 1 0 1 0 2 0 1 0 0 1 73 7:30-7:45 0 22 0 0 22 3 30 0 0 33 2 0 0 0 2 1 0 0 0 1 58 7:45-8:00 0 25 1 0 26 2 26 0 0 28 1 0 2 0 3 1 0 1 0 2 59 8:00-8:15 0 23 0 0 23 2 40 0 0 42 0 0 1 0 1 0 0 0 0 0 66 8:15-8:30 0 24 0 0 24 0 34 0 0 34 0 0 9 0 9 1 0 0 0 1 68 8:30-8:45 0 23 1 0 24 2 31 1 0 34 1 0 2 0 3 1 0 1 0 2 63 8:45-9:00 0 30 0 0 30 1 28 0 0 29 0 0 3 0 3 0 0 0 0 0 62 2 Hr Totals 1 213 2 0 216 11 242 3 0 256 7 0 23 0 30 6 1 4 0 11 513 1 Hr Totals 7:00-8:00 1 113 1 0 115 6 109 2 0 117 6 0 8 0 14 4 1 3 0 8 254 7:15-8:15 0 113 1 0 114 7 122 1 0 130 4 0 4 0 8 2 1 1 0 4 256 7:30-8:30 0 94 1 0 95 7 130 0 0 137 3 0 12 0 15 3 0 1 0 4 251 7:45-8:45 0 95 2 0 97 6 131 1 0 138 2 0 14 0 16 3 0 2 0 5 256 800-900 0 100 1 0 101 5 133 1 0 139 1 0 15 0 16 2 0 1 0 3 259 PEAK HOUR 7:15-8:15 0 113 1 0 114 7 122 1 0 130 4 0 4 0 8 2 1 1 0 4 256 Percent HV 0% 6% 20% 0% 6% 12% 10% 7% 0% 10% 24% 0% 3% 0% 5% 5% 3% 1% 0% 2% 7% PM 4:00-4:15 2 17 0 0 19 1 14 0 0 15 1 0 3 0 4 0 0 0 0 0 38 4:15-4:30 0 22 1 0 23 1 24 0 0 25 1 0 0 0 1 0 1 2 0 3 52 4:30-4:45 1 19 1 0 21 0 20 D 0 20 1 0 1 0 2 0 0 1 0 1 44 4:45-5:00 0 18 0 0 18 0 12 1 0 13 1 0 1 0 2 0 0 -0 0 0 33 5.00-5.15 0 15 0 0 15 2 15 0 0 17 0 D 1 0 1 0 0 0 0 1 33 5:15-5:30 0 15 0 0 15 2 16 0 0 18 0 0 0 0 0 0 0 1 0 1 34 5:30-5:45 0 17 0 0 17 0 17 0 0 17 0 0 2 0 2 1 0 0 0 1 37 5:45-6:00 0 20 0 0 20 1 19 1 0 21 0 0 0 0 0 0 0 1 0 1 42 2 Hr Totals 3 143 2 0 148 7 137 2 0 146 4 0 8 0 12 1 1 5 0 7 313 1 Hr Totals 4:00-5:00 3 76 2 0 81 2 70 1 0 73 4 0 5 0 9 0 1 3 0 4 167 4:15-5:15 1 74 2 0 77 3 71 1 0 75 3 0 3 0 6 0 1 3 0 4 162 4:30-5:30 1 67 1 0 69 4 63 1 0 68 2 0 3 0 5 0 0 2 0 2 144 4:45-5:45 0 65 0 0 65 4 60 1 0 65 1 0 4 0 5 1 0 1 0 2 137 5:00-6:00 0 67 0 0 67 5 67 1 0 73 0 0 3 0 3 1 0 2 0 3 146 PEAK HOUR 5:00-6:00 0 67 0 0 67 1 5 67 1 0 73 0 0 3 0 3 1 0 2 0 3 146 0% 5% 0% 0% 4% 4% 4% 4% 0% 4% 0% 0% 3% 0% 2% 5% 0% 1% 0% 1% 4% 46 ORANGE AVENUE & 13TH STREET PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Jar Intersection of:Orange Ave Date:August 24,2022 Wednesday 1r.!x�. and:13th St Weather:Warm,Clear C,/010^ Location:Roanoke,VA Entered by:CK Star Rating:4 L' NORTH LEG SOUTH LEG EAST LEG WEST LEG Oran a Ave Orange Ave 13th St 13th St TIME AM 7:00-7:15 0 0 0 0 7:15-7:30 0 0 0 0 7:30-7:45 0 0 1 0 7:45-8:00 0 0 0 0 800-815 0 0 0 0 8:15-8:30 0 0 0 1 8:30-8:45 0 0 1 0 8:45-9:00 0 0 0 0 TOTALS 0 0 2 1 PM 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 1 0 5:00-5:15 0 0 1 0 5:15-5:30 0 0 1 0 5:30-5:45 0 0 0 0 545-600 0 0 0 0 TOTALS 0 0 3 0 47 ORANGE AVENUE & 13TH STREET TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday ��JJJJ�I and:13th St Weather:Warm,Clear Location:Roanoke,VA Entered by:CK Star Rating:4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orange Ave on: 13th 51 on: 13th St N+S TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 15 404 0 0 419 9 242 4 0 255 5 9 39 1 54 1 11 7 26 0 44 772 7:15-7:30 32 467 1 0 500 13 287 3 0 303 3 11 31 0 45 12 7 22 0 41 889 7:30-7:45 28 496 2 0 526 17 318 4 0 339 7 9 36 0 52 6 8 32 0 46963 7:45-8:00 31 495 2 0 528 16 323 4 0 343 5 10 27 0 42 16 13 41 1 71 984 8:00-8:15 24 424 0 0 448 13 277 3 0 293 2 9 22 1 34 7 6 19 1 35 810 8:15-8:30 20 374 0 0 394 14 278 9 0 301 6 10 35 0 51 11 6 27 0 44 790 8:30-8:45 26 368 3 0 397 17 237 7 0 261 9 8 32 1 50 5 5 36 0 46 754 845-9,00 18 337 0 0 355 13 235 2 0 250 6 4 15 0 25 5 6 27 0 38 668 2 Hr Totals 194 3365 8 0 3567 112 2197 36 0 2345 43 70 237 3 353 73 60 230 2 365 6630 1 Hr Totals 7:00-8:00 106 1862 5 0 1973 55 1170 15 0 1240 20 39 133 1 193 45 35 121 1 202 3608 7:15-8:15 115 1882 5 0 2002 59 1205 14 0 1278 17 39 116 1 173 41 36 114 2 193 3646 7:30-8:30 103 1789 4 0 1896 60 1196 20 0 1276 20 38 120 1 179 40 35 119 2 196 3547 7:45-8:45 101 1661 5 0 1767 60 1115 23 0 1198 22 37 116 2 177 39 32 123 2 196 3338 8:00-9:00 88 1503 3 0 1594 57 1027 21 0 1105 23 31 104 2 160 28 25 109 1 163 3022 PEAK HOUR193 3646 7:15-8:15 115 1882 5 0 2002 59 1205 14 0 1278 17 39 116 1 173 41 36 114 2 PHF 0 93 PM 4:00-4:15 34 315 2 3 354 38 361 6 0 405 8 10 39 0 57 1 7 21 50 0 78 894 4:15-4:30 24 321 3 0 348 39 402 6 0 447 11 7 33 0 51 1 3 20 49 0 72 918 4:30-4:45 38 344 4 0 386 18 344 1 0 363 7 11 27 0 45 9 17 48 0 74 868 4:45-5:00 28 352 3 0 383 26 358 12 0 396 7 8 28 1 44 5 18 53 0 76 899 5:00-5:15 37 351 6 0 394 36 402 5 0 443 7 10 17 0 34 6 18 47 0 71 942 5:15-5:30 32 330 3 0 365 41 430 4 0 475 12 15 29 0 56 I 7 34 61 0 71 998 5:30-5:45 33 349 2 1 385 25 406 9 0 440 9 17 31 0 57 2 17 52 0 71 953 5:45-6:00 21 339 6 0 366 29 424 10 0 463 14 10 18 1 43 1 7 16 48 0 71 943 2 Hr Totals 247 2701 29 4 2981 252 3127 53 O 3432 75 88 222 2 387 1 46 161 408 0 615 7415 1 Hr Totals 4:00-5:00 124 1332 12 3 1471 121 1465 25 0 1611 33 36 127 1 197 24 76 200 0 300 3579 4:15-5:15 127 1368 16 0 1511 119 1506 24 0 1649 32 36 105 1 174 23 73 197 0 293 3627 4:30-5:30 135 1377 16 0 1528 121 1534 22 0 1677 33 44 101 1 179 27 87 209 0 323 3707 4:45-5:45 130 1382 14 1 1527 128 1596 30 0 1754 35 50 105 1 191 20 87 213 0 320 3792 5:00-6:00 123 1369 17 1 1510 131 1662 28 0 1821 42 52 95 1 190 22 85 208 0 315 3836 PEAK HOUR315 5:00.6:00 123 1369 17 1 1510 .131 1662 28 0 1821 42 52 95 1 190 22 85 208 0 PHF 0836 96 48 ORANGE AVENUE & GUS NICKS BLVD. CARS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU �? Date:August 24,2022 Wednesday ,r,(��. Intersection of:Orange Ave ��IJII�� and:Gus W Nicks Blvd-Shopping Center Weather:Warm,Clear �,�YN/p Location:Roanoke,VA Entered by:CK Star Rating:4 !' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Gus W Nicks Blvd on: Shopping Center N+S on: Orange Ave on: Orange Ave + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL FIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 0 287 12 0 299 72 161 1 0 234 23 1 158 0 182 2 9 2 0 13 728 7:15-7:30 0 327 14 0 341 84 193 0 0 277 22 0 155 0 177 1 3 3 0 7 802 7:30-7:45 0 343 14 0 357 77 198 0 0 275 26 5 180 0 211 1 2 1 0 4 847 7:45-8:00 0 316 19 0 335 91 280 0 0 371 32 0 170 0 202 1 4 3 0 8 916 8:00-8:15 1 259 27 0 287 87 174 3 0 264 25 0 136 0 161 2 3 3 0 8 720 8:15-8:30 0 260 9 0 269 72 196 5 1 274 16 1 103 0 120 3 5 3 0 11 674 8:30-8:45 1 267 7 0 275 66 178 4 0 248 18 1 113 0 132 3 1 9 0 13 668 8:45-9:00 2 207 16 0 225 72 169 3 0 244 1 23 3 88 0 114 3 1 2 0 6 589 2 Hr Totals 4 2266 118 0 2388 621 1549 16 1 2187 185 11 1103 0 1299 16 28 26 0 70 5944 1 Hr Totals 7:00-8:00 0 1273 59 0 1332 324 832 1 0 1157 103 6 663 0 772 5 18 9 0 32 3293 7:15-8:15 1 1245 74 0 1320 339 845 3 0 1187 105 5 641 0 751 5 12 10 0 27 3285 7:30-8:30 1 1178 69 0 1248 327 848 8 1 1184 99 6 589 0 694 7 14 10 0 31 3157 7:45-8:45 2 1102 62 0 1166 316 828 12 1 1157 91 2 522 0 615 9 13 18 0 40 2978 8:00-9:00 4 993 59 0 1056 297 717 15 1 1030 I 82 5 440 0 527 11 10 17 0 38 2651 PEAK HOUR 7:00-B:00 0 1273 59 0 1332 324 832 1 0 1157 103 6 663 0 772 5 18 9 0 32 3293 PM 4:00-4:15 4 240 31 0 275 135 254 7 0 396 15 9 4 0 133 10 12 8 0 30 834 9 4:15-4:30 2 227 19 0 248 138 277 13 0 428 17 9 94 0 120 5 10 12 0 27 823 4:30-4:45 2 260 23 0 285 134 267 14 0 415 23 7 102 0 132 5 16 6 0 27 859 4:45-5:00 1 257 26 0 284 135 271 6 0 41296 16 5 120 0 141 7 9 9 0 25 862 5:00-5:15 3 262 31 0 296 161 280 5 0 446 22 6 5:15-5:30 0 226 20 0 246 152 314 8 0 474 24 4 1119 0 147 7 12 10 0 29 896 0 124 10 14 11 0 35 901 5:30-5:45 3 280 31 0 314 145 283 10 0 438 22 9 99 0 130 8 9 11 0 28 910 5:45-6:00 4 218 28 0 250 142 287 7 0 436 25 9 87 0 121 12 12 7 0 31 838 2 Hr Totals 19 1970 209 0 2198 1142 2233 70 0 3445 164 58 826 0 1048 64 94 74 0 232 6923 1 Hr Totals 4:00-5:00 9 984 99 0 1092 542 1069 40 0 1651 j 71 30 425 O 526 27 47 35 0 109 3378 4:15.5:15 8 1006 99 0 1113 568 1095 38 0 1701 78 27 412 0 517 27 49 38 0 114 3445 4:30-5:30 6 1005 100 0 1111 582 1132 33 0 1747 85 22 437 0 544 29 51 36 0 116 3518 4:45-5:45 7 1025 108 0 1140 593 1148 29 0 1770 84 24 434 0 542 32 44 41 0 117 3569 5:00-6:00 10 986 110 0 1106 600 1164 30 0 1794 93 28 401 0 522 37 47 39 0 123 3545 PEAK HOUR 0 542 32 44 41 0 117 3569 4:45-5:45 7 1025 108 0 1140 593 1148 29 0 1770 84 24 434 49 ORANGE AVENUE & GUS NICKS BLVD. HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY MR Counted by:VCU Date:August 24,2022 Wednesday Ir,(C Intersection of:Orange Ave / ��JJ���� and:Gus W Nicks Blvd-Shopping Center Weather:Warm,Clear GIVI/A Location:Roanoke,VA Entered by:CK Star Rating:4 /�� TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Gus W Nicks Blvd on: Shopping Center N+S on: Orange Ave on: Orange Ave + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U•TN TOTAL E+ AM 7:00-7:15 0 24 7 0 31 7 27 0 0 34 2 0 4 0 6 0 0 0 0 0 71 7:15-7:30 0 35 0 0 35 2 23 0 0 25 2 0 9 0 11 1 0 0 0 1 72 7:30-7:45 0 17 3 0 20 7 25 0 0 32 5 0 4 0 9 0 0 0 0 0 61 7:45.8:00 0 24 2 0 26 9 22 0 0 31 4 0 8 0 12 0 1 0 0 1 70 B:00-8:15 0 16 2 0 18 5 34 0 0 39 3 0 1 0 4 0 0 0 0 0 61 0 7 0 0 0 0 0 61 8:15-8:30 0 16 1 0 17 5 31 1 0 37 1 0 6 8:30-8:45 0 25 4 0 29 2 30 0 0 32 5 1 5 0 11 0 0 1 0 1 73 8:45-9:00 0 24 3 0 27 4 25 0 0 29 3 0 3 0 6 0 1 0 0 1 63 2 Hr Totals 0 181 22 0 203 41 217 1 0 259 25 1 40 0 66 1 2 1 0 4 532 1 Hr Totals 7:00-8:00 0 100 12 0 112 25 97 0 0 122 13 0 25 0 38 1 1 0 0 2 274 7:15-8:15 0 92 7 0 99 23 104 0 0 127 14 0 22 0 36 1 1 0 0 2 264 7:30-8:30 0 73 8 0 81 26 112 1 0 139 13 0 19 0 32 0 1 0 0 1 253 7:45-8:45 0 81 9 0 90 21 117 1 0 139 13 1 20 0 34 0 1 1 0 2 265 8:00-9:00 0 81 10 0 91 16 120 1 0 137 12 1 15 0 28 0 1 1 0 2 258 "02 UR 00 0 100 12 0 112 25 97 0 0 122 13 0 25 0 38 1 1 0 0 2 274 HV 0% 7% 17% 0% 8% 7% 10% 0% 0% 10% 11% 0% 4% 0% 5% 17% 5% 0% 0% 6% 8% 15 0 21 0 0 21 2 16 0 0 18 2 0 1 0 3 0 0 0 0 0 4230 0 21 2 0 23 5 21 0 0 26 2 0 3 0 5 0 0 0 0 0 54:45 0 18 1 0 19 3 23 0 0 263 0 3 0 6 0 0 0 0 0 51:00 1 18 0 0 19 3 11 0 0 14 j 2 0 3 0 5 0 1 0 0 1 39:15 0 13 2 0 15 1 14 0 0 15 0 1 1 0 2 0 0 0 0 0 32 515-5:30 0 14 1 0 15 3 16 0 0 19 1 0 4 0 5 0 0 0 0 0 39 5:30-5:45 0 13 0 0 13 3 11 0 0 14 2 0 3 0 5 2 0 0 0 2 34 5:45-6:00 0 15 0 0 15 1 23 0 0 24 0 0 6 0 6 0 1 0 0 1 46 2 Hr Totals 1 133 6 0 140 21 135 0 0 156 12 1 24 0 37 2 2 0 0 4 337 1 Hr Totals 186 4:00-5:00 1 78 3 0 82 13 71 0 0 84 9 0 10 0 "00 0 1 4:15-5:15 1 70 5 0 76 12 69 0 0 81 7 1 10 0 0 1 1764:30-5:30 1 63 4 0 68 10 64 0 0 74 1 6 1 11 0 0 1 1614:45-5:45 1 58 3 0 62 10 52 0 0 62 S 1 11 0 0 3 1445:00-6:00 0 55 3 0 58 8 64 0 0 72 1 3 1 14 0 0 3 151PEAK HOUR4:45.5:45 1 58 3 0 62 10 52 0 0 62 5 1 11 0 0 3 144Percent HV 13% 5% 3% 0% 5% 2% 4% 0% O% 4% 2% 0% 0% 3% 4% 50 ORANGE AVENUE & GUS NICKS BLVD. PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday and:Gus W Nicks Blvd-Shopping Center Weather:Warm,Clear (;/Nip Location:Roanoke,VA Entered by:CK Star Rating:4 !' NORTH LEG SOUTH LEG EAST LEG WEST LEG Orange Ave Orange Ave Gus W Nicks Blvd Sho pin Center TIME AM 0 7:00-7:15 0 0 0 7:15-7:30 0 0 1 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 1 8:45-9:00 0 0 0 0 TOTALS 0 0 1 1 PM 4:00-4:15 0 0 0 0 4:15-4:30 1 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 1 0 5:45-5:00 0 0 0 0 TOTALS 1 0 1 0 51 ORANGE AVENUE & GUS NICKS BLVD. TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU MIX Date:August 24,2022 Wednesday ��.,(�. Intersection of:Orange Ave and:Gus W Nicks Blvd-Shopping Center Weather:Warm,Clear Location:Roanoke,VA Entered by:CK Star Rating:4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Gus W Nicks Blvd on: Shopping Center N+S on: Orange Ave on: Orange Ave + TIME RIGHT THRU LEFT U•TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 0 311 19 0 330 79 188 1 0 268 25 1 162 0 188 2 9 2 0 13 799 7:15-7:30 0 362 14 0 376 86 216 0 0 302 24 0 164 0 188 2 3 3 0 8 874 7:30-7:45 0 360 17 0 377 84 223 0 0 307 31 5 184 0 220 1 2 1 0 4 908 7:45-8:00 0 340 21 0 361 100 302 0 0 402 36 0 178 0 214 1 5 3 0 9 986 8:00-8:15 1 275 29 0 305 92 208 3 0 303 1 28 0 137 0 165 2 3 3 0 8 781 8:15-8:30 0 276 10 0 286 77 227 6 1 311 17 1 109 0 127 3 5 3 0 11 735 8:30-8:45 1 292 11 0 304 68 208 4 0 280 23 2 118 0 143 3 1 10 0 14 741 8:45-9:00 2 231 19 0 252 76 194 3 0 273 26 3 91 0 120 3 2 2 0 7 652 2 Hr Totals 4 2447 140 0 2591 662 1766 17 1 2446 210 12 1143 0 1365 17 30 27 0 74 6476 1 Hr Totals 7:00-8:00 0 1373 71 0 1444 349 929 1 0 1279 116 6 688 0 810 6 19 9 0 34 3567 7:15-8:15 1 1337 81 0 1419 362 949 3 0 1314 119 5 663 0 787 6 13 10 0 29 3549 7:30-8:30 1 1251 77 0 1329 353 960 9 1 1323 112 6 608 0 726 7 15 10 0 32 3410 7:45-8:45 2 1183 71 0 1256 337 945 13 1 1296 104 3 542 0 649 9 14 19 0 42 3243 8:00-9:00 4 1074 69 0 1147 313 837 16 1 1167 94 6 455 0 555 11 11 18 0 40 2909 PEAK HOUR 7:00-8:00 0 1373 71 0 1444 349 929 1 0 1279 116 6 688 0 810 6 19 9 0 34 3567 '. PHF 0.90 PM 4:00-4:15 4 261 31 0 296 137 270 7 0 414 17 9 110 0 136 10 12 8 0 30 876 4:15-4:30 2 248 21 0 271 143 298 13 0 454 1 19 9 97 0 125 5 10 12 0 27 877 4:30-4:45 2 278 24 0 304 137 290 14 0 441 26 7 105 0 138 5 16 6 0 27 910 4:45-5:00 2 275 26 0 303 138 282 6 0 426 18 5 123 0 146 7 10 9 0 26 901 5:00-5:15 3 275 33 0 311 162 294 5 0 461 22 7 97 0 12fi 10 14 11 0 35 933 5:15-5:30 0 240 21 0 261 155 330 8 0 493 25 4 123 0 152 7 12 10 029 935 5:30-5:45 3 293 31 0 327 148 294 10 0 452 24 9 102 0 135 10 9 11 0 30 944 0 265 143 310 7 0 460 1 25 9 93 0 127 12 13 7 0 32 884 5:45-6:00 4 233 28 2 Hr Totals 20 2103 215 0 2338 1163 2368 70 0 3601 176 59 850 0 1085 66 96 74 0 236 726D 1 Hr Totals 4:00-5:00 10 1062 102 0 1174 555 1140 40 0 1735 80 30 435 0 545 27 48 35 0 110 3564 4:15-5:15 9 1076 104 0 1189 580 1164 38 0 1782 85 28 422 0 535 27 50 38 0 115 3621 4:30-5:30 7 1068 104 0 1179 592 1196 33 0 1821 91 23 448 0 562 29 52 36 0 117 3679 4:45-5:45 8 1083 111 0 1202 603 1200 29 0 1832 89 25 445 0 559 34 45 41 0 120 3713 500-6:00 10 1041 113 0 1164 608 1228 30 0 1866 96 29 415 0 540 39 48 39 0 126 3696 PEAK HOUR 120 4:45-5:45 8 1083 111 0 1202 603 1200 29 0 1832 89 25 445 0 559 34 45 41 0 PHF 0798 52 ORANGE AVE. & DISTRICT VUE WEST CARS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday irr�� and:Auto Repair Shop-Western District Vue Entrance Weather:Warm,Clear G7r(/f/P Location:Roanoke,VA Entered by:CK Star Rating:4 f' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange on: Auto Repair Shop on: Western District Vue Entrance N+S on: Orange Ave g + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 1 300 0 0 301 0 184 1 0 185 0 0 0 0 0 2 0 0 0 2 488 7:15-7:30 1 330 0 0 331 1 217 2 0 220 0 0 0 0 0 6 1 2 0 9 560 7:30-7:45 3 360 2 0 365 1 238 2 1 242 0 0 0 1 1 13 0 2 0 15 623 7:45-8:00 2 300 0 0 302 3 291 0 0 294 0 0 3 O 3 5 0 0 0 5 604 8:00-8:15 0 307 0 1 308 4 210 1 2 217 4 O 0 0 4 4 0 1 0 5 534 8:15-8:30 3 267 1 0 271 4 205 0 0 209 2 0 0 0 2 6 0 1 0 7 489 8:30-8:45 1 281 2 1 285 2 200 1 0 203 2 1 2 0 5 2 0 2 0 4 497 8:45-9:00 0 228 0 0 228 3 203 0 2 208 3 0 0 0 3 3 0 1 0 4 443 2 Hr Totals 11 2373 5 2 2391 18 1748 7 5 1778 11 1 5 1 18 41 1 9 0 51 4238 1 Hr Totals 7:00-8:00 7 1290 2 0 1299 5 930 5 1 941 0 0 3 1 4 26 1 4 0 31 2275 7:15-8:15 6 1297 2 1 1306 9 956 5 3 973 4 0 3 1 8 28 1 5 O 34 2321 7:30-8:30 8 1234 3 1 1246 12 944 3 3 962 6 0 3 1 10 28 0 4 0 32 2250 7:45-8:45 6 1155 3 2 1166 13 906 2 2 923 8 1 5 0 14 17 0 4 0 21 2124 8:00-9:00 4 1083 3 2 1092 13 818 2 4 837 11 1 2 0 14 15 0 5 0 20 1963 PEAK HOUR 7:15-8:15 6 1297 2 1 1306 9 956 5 3 973 4 0 3 1 8 28 1 5 0 34 2321 PM 4:00-4:15 2 287 1 0 290 0 279 2 3 284 1 0 1 0 2 2 0 2 0 4 580 4:15-4:30 3 246 1 0 250 3 269 4 1 277 1 0 0 0 1 1 0 1 0 2 530 4:30-4:45 6 297 0 1 304 2 274 3 3 282 1 0 3 0 4 4 0 5 0 9 599 4:45-5:00 4 290 1 0 295 3 287 6 1 297 2 0 2 0 4 3 0 0 0 3 599 5:00-5:15 2 291 2 1 296 2 310 0 0 312 0 0 1 0 1 3 0 3 0 6 615 5:15-5:30 6 273 0 2 281 1 308 3 3 315 1 0 0 0 1 2 0 2 0 4 601 5:30-5:45 3 318 0 0 321 2 306 2 1 311 3 1 1 0 5 3 0 6 0 9 646 5:45-6:00 5 251 0 0 256 1 310 3 1 315 0 0 1 0 1 5 0 0 0 5 577 2 Hr Totals 31 2253 5 4 2293 14 2343 23 13 2393 9 1 9 0 19 23 0 19 0 42 4747 1 Hr Totals 4:00-5:00 15 1120 3 1 1139 8 1109 15 8 1140 5 0 6 0 11 10 0 8 0 18 2308 4:15-5:15 15 1124 4 2 1145 10 1140 13 5 1168 4 0 6 0 10 11 0 9 0 20 2343 4:30-5:30 18 1151 3 4 1176 8 1179 12 7 1206 4 0 6 0 10 12 0 10 0 22 2414 4:45-5:45 15 1172 3 3 1193 8 1211 11 5 1235 6 1 4 0 11 11 0 11 0 22 2461 5:00-6:00 16 1133 2 3 1154 6 1234 8 5 1253 4 1 3 0 8 13 0 11 0 24 2439 PEAK HOUR 4:45-5:45 15 1172 3 3 1193 8 1211 11 5 1235 6 1 4 0 11 11 0 11 O 22 2461 53 ORANGE AVE. & DISTRICT VUE WEST HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Epr Intersection of:Orange Ave Date:August 24,2022 Wednesdayand:Auto Repair Shop-Western District Vue Entrance Weather:Warm,ClearLocation:Roanoke,VA Entered by:CK Star Rating:4 TRAFFIC FROM NORTH TRAF7Tft7o TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orangn: Auto Repair Shop on: Western District Vue Entrance N+S TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 0 31 0 0 31 0 260 0 0 1 1 1 0 0 0 1 59 7:15-7:30 0 32 0 0 32 0 230 0 0 0 0 0 0 0 0 0 55 7:30-7:45 0 18 0 0 18 0 320 0 1 0 1 0 0 0 0 0 51 7:45-8:00 1 27 0 0 28 2 25 0 0 27 0 0 0 0 0 1 0 0 0 1 56 8:00-8:15 0 22 0 3 25 1 30 0 0 31 0 0 0 0 0 1 0 0 0 1 57 8:15-8:30 0 19 0 2 21 0 24 0 1 25 0 0 0 0 0 0 0 0 0 0 46 8:30-8:45 0 31 0 3 34 2 30 0 0 32 1 0 0 0 1 0 0 0 0 0 67 8:45-9:00 0 27 0 0 27 0 23 0 0 23 1 0 0 0 1 0 0 0 0 0 51 2 Hr Totals 1 207 0 8 216 5 213 0 1 219 2 0 1 1 4 3 0 0 0 3 442 1 Hr Totals 7:00-8:00 1 108 0 0 109 2 106 0 0 108 0 0 1 1 2 2 0 0 0 2 221 7:15-8:15 1 99 0 3 103 3 110 0 0 113 0 0 1 0 1 2 0 0 0 2 219 7:30-8:30 1 86 0 5 92 3 111 0 1 115 0 0 1 0 1 2 0 0 0 2 210 7:45-8:45 1 99 0 8 108 5 109 0 1 115 1 0 0 0 1 2 0 0 0 2 226 8:00-9:00 0 99 0 8 107 3 107 0 1 111 2 0 0 0 2 1 0 0 0 1 221 PEAK HOUR 7:15-8:15 1 99 0 3 103 3 110 0 0 113 0 0 1 0 1 2 0 0 0 2 219 Percent HV 14% 7% 0% 75% 7% 25% 10% 0% 0% 10% 0% 0% 25% 0% 1t% 7% 0% 0% 0% 6% 9% PM 4:00-4:15 0 16 0 2 18 0 16 1 0 17 0 0 0 0 0 1 0 0 0 1 36 4:15-4:30 0 23 0 1 24 3 16 1 0 20 0 0 1 0 1 0 0 0 0 0 45 4:30-4:45 0 19 0 1 20 0 24 0 0 24 0 0 0 0 0 0 0 0 0 0 44 4:45-5:00 0 14 0 0 14 1 12 0 0 13 0 0 0 0 0 0 0 0 0 0 27 5:00-5:15 0 14 0 0 14 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 28 5:15-5:30 0 13 0 3 16 1 14 0 0 15 0 0 0 0 0 0 1 0 0 1 32 5:30-5:45 1 10 0 0 11 1 13 0 0 14 0 0 0 0 0 0 1 0 0 1 26 5:45-6:00 0 13 0 0 13 0 21 0 0 21 0 0 0 0 0 0 0 0 0 0 34 2 Hr Totals 1 122 0 7 130 6 130 2 0 138 0 0 1 0 1 1 2 0 0 3 272 1 Hr Totals 4:00-5:00 0 72 0 4 76 4 68 2 0 74 0 0 1 0 1 1 0 0 0 1 152 4:15-5:15 0 70 0 2 72 4 66 1 0 71 0 0 1 0 1 0 0 0 0 0 144 4:30-5:30 0 60 0 4 64 2 64 0 0 66 0 0 0 0 0 0 1 0 0 1 131 4:45-5:45 1 51 0 3 55 3 53 0 0 56 0 0 0 0 0 0 2 0 0 2 113 5:00-6:00 1 50 0 3 54 2 62 0 0 64 0 0 0 0 0 0 2 0 0 2 120 PEAK HOUR 4:45-5:45 1 51 0 3 55 3 53 0 0 56 0 0 0 0 0 0 2 0 0 2 113 Percent HV 6% 4% 0% 50% 4% 27% 4% 0% 0% 4% 0% 0% 0% 0% 0% 0% 100% 0% 0% 8% 4% 54 ORANGE AVE. & DISTRICT VUE WEST PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday and:Auto Repair Shop-Western District Vue Entrance Weather:Warm,Clear (j/ullp Location:Roanoke,VA Entered by:CK Star Rating:4 LEG SOUTH LEG EAST LEG WEST LEG NORTH Ave Orange Ave Auto Repair Sho Western District Vue Entrance Orange TIME AM 0 0 7:00-7:15 0 0 7:15-7:30 0 0 0 1 7:30-7:45 0 0 O 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 TOTALS 0 0 0 1 PM 4:00-4:15 0 0 1 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 0 0 0 5:45-6:00 O 1 0 TOTALS 0 0 55 ORANGE AVE. & DISTRICT VUE WEST TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU ]fir Intersection of:Orange Ave Date:August 24,2022 Wednesday �r•{xf and:Auto Repair Shop-Western District Vue Entrance Weather:Warm,Clear /j/�J1 fi Location:Roanoke,VA Entered by:CKTOTStar Rating:4 l Y TRAFFIC FROM NORTH TRAFFIC FROM SOUTH on: Auto Repair ShopEAST ST on: Weststern DisFFIC trict Entrance N+S on: Orange Ave on: Orange Ave P + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 1 331 0 0 332 0 210 1 0 211 0 0 0 1 1 3 0 0 0 3 547 7:15-7:30 1 362 0 0 363 1 240 2 0 243 0 0 0 0 0 6 1 2 0 9 615 7:30-7:45 3 378 2 0 383 1 270 2 1 274 0 0 1 1 2 13 0 2 0 15 674 7:45-8:00 3 327 0 0 330 5 316 0 0 321 0 0 3 0 3 6 0 0 0 6 660 8:00-8:15 0 329 0 4 333 5 240 1 2 248 4 0 0 0 4 5 0 1 0 6 591 8:15-8:30 3 286 1 2 292 4 229 0 1 234 2 0 0 0 2 6 0 1 0 7 535 8:30-8:45 1 312 2 4 319 4 230 1 0 235 3 1 2 0 6 2 0 2 0 4 564 8:45-9:00 0 255 0 0 255 3 226 0 2 231 4 0 0 0 4 3 0 1 0 4 484 2 Hr Totals 12 2580 5 10 2607 23 1961 7 6 1997 13 1 6 2 22 44 1 9 0 54 4680 1 Hr Totals 7:00-8:00 8 1398 2 0 1408 7 1036 5 1 1049 0 O 4 2 6 28 1 4 0 33 2496 7:15-8:15 7 1396 2 4 1409 12 1066 5 3 1086 4 0 4 1 9 30 1 5 0 36 2540 7:30-8:30 9 1320 3 6 1338 15 1055 3 4 1077 6 0 4 1 11 30 0 4 0 34 2460 7:45-8:45 7 1254 3 10 1274 18 1015 2 3 1038 9 1 5 0 15 19 0 4 0 23 2350 8:00-9:00 4 1182 3 10 1199 16 925 2 5 948 13 1 2 0 16 16 0 5 0 21 2184 PEAK HOUR F4:15 5-8:15 7 1396 2 4 1409 12 1066 5 3 1086 4 0 4 1 9 30 1 5 0 36 2540 PHF 0.942 PM 00-4:15 2 303 1 2 308 0 295 3 3 301 1 0 1 O 2 3 0 2 0 5 616 -4:30 3 269 1 1 274 6 285 5 1 297 1 0 1 0 2 1 0 1 0 2 575 4:30-4:45 6 316 0 2 324 2 298 3 3 306 1 0 3 0 4 4 0 5 0 9 643 4:45-5:00 4 304 1 0 309 4 299 6 1 310 2 0 2 0 4 3 0 0 0 3 626 5:00-5:15 2 305 2 1 310 2 324 0 0 326 0 0 1 0 1 3 0 3 0 6 643 5:15-5:30 6 286 0 5 297 2 322 3 3 330 1 0 0 0 1 2 1 2 0 5 633 5:30-5:45 4 328 0 0 332 3 319 2 1 325 3 1 1 0 5 3 1 6 0 10 672 5:45-6:00 5 264 0 0 269 1 331 3 1 336 0 0 1 0 1 5 0 0 0 5 611 2 Hr Totals 32 2375 5 11 2423 20 2473 25 13 2531 9 1 10 0 20 24 2 19 0 45 5019 1 Hr Totals 4:00-5:00 15 1192 3 5 1215 12 1177 17 8 1214 5 0 7 0 12 11 0 8 0 19 2460 4:15-5:15 15 1194 4 4 1217 14 1206 14 5 1239 4 0 7 0 11 11 0 9 0 20 2487 4:30-5:30 18 1211 3 8 1240 10 1243 12 7 1272 4 0 6 0 10 12 1 10 0 23 2545 4:45-5:45 16 1223 3 6 1248 11 1264 11 5 1291 6 1 4 0 11 11 2 11 0 24 2574 5:00.6:00 17 1183 2 6 1208 8 1295 8 5 1317 4 1 3 0 8 13 2 11 0 26 2559 PEAK HOUR 4:45-5:45 16 1223 3 6 1248 11 1264 11 5 1291 6 1 4 0 11 11 2 11 0 PHF 0.958 56 ORANGE AVE. & DISTRICT VUE EAST CARS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU '.,e Intersection of:Orange Ave Date:August 24,2022 Wednesday and:Gas Station-Eastern District Vue Entrance Weather:Warm,Clear Location:Roanoke,VA Entered by:CK Star Rating:4 G/byl TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orange Ave on: Gas Station on: Eastern District Vue Entrance N+S TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 0 299 2 0 301 2 166 1 0 169 0 0 1 0 1 10 0 2 0 12 483 7:15-7:30 0 337 0 0 337 4 214 4 0 222 0 0 1 0 1 11 0 0 0 11 571 7:30-7:45 0 367 1 0 368 1 223 0 0 224 0 0 0 0 0 13 0 0 0 13 605 7:45-8:00 0 314 0 0 314 5 270 4 0 279 1 0 1 0 2 12 0 0 0 12 607 800-815 1 316 0 1 316 2 201 4 0 207 0 0 0 0 0 5 0 0 0 5 530 8:15-8:30 0 268 0 1 269 2 212 2 0 216 0 0 0 0 0 7 0 0 0 7 492 8:30-8:45 0 285 3 0 288 2 198 4 2 206 0 0 0 0 0 11 0 0 0 11 505 8:45-9:00 0 232 1 0 233 3 202 1 1 207 0 0 0 0 0 6 1 1 0 8 448 2 Hr Totals 1 2418 7 2 2428 21 1686 20 3 1730 1 0 3 0 4 75 1 3 0 79 4241 1 Hr Totals 7:00-8:00 0 1317 3 0 1320 12 873 9 0 894 1 0 3 0 4 46 0 2 0 48 2266 7:15-8:15 1 1334 1 1 1337 12 908 12 0 932 1 0 2 0 3 41 0 0 0 41 2313 7:30-8:30 1 1265 1 2 1269 10 906 10 0 926 1 0 1 0 2 37 0 0 0 37 2234 745-845 1 1183 3 2 1189 11 881 14 2 908 1 0 1 0 2 35 0 0 0 35 2134 8:00-9:00 1 1101 4 2 1108 9 813 11 3 836 0 0 0 0 0 29 1 1 0 31 1975 PEAK HOUR 7:15-8:15 1 1334 1 1 1337 12 908 12 0 932 1 0 2 0 3 41 0 0 0 41 2313 PM 4:00-4:15 1 284 4 0 289 7 271 4 0 282 0 0 1 0 1 4 0 1 0 5 577 415-430 1 249 0 0 250 5 279 7 1 292 0 0 0 0 0 4 0 0 0 4 546 4:30-4:45 1 294 2 0 297 5 273 7 1 286 0 0 0 0 0 2 0 0 0 2 585 445-500 0 288 1 0 289 5 284 11 0 300 0 0 0 0 0 1 1 1 0 3 592 500-515 0 300 1 0 301 4 298 11 0 313 0 0 1 0 1 5 0 1 0 6 621 5:15-5:30 1 269 5 1 276 3 318 14 1 336 0 0 1 0 1 2 0 1 0 3 616 5:30-5:45 3 323 2 0 328 4 295 12 3 314 1 0 0 0 1 5 0 3 0 8 651 5:45-6:00 4 255 0 0 259 3 324 13 0 340 0 0 0 0 0 4 0 1 0 5 604 2 Hr Totals 11 2262 15 1 2289 36 2342 79 6 2463 1 0 3 0 4 27 1 8 0 36 4792 1 Hr Totals 4:00-5:00 3 1115 7 0 1125 22 1107 29 2 1160 0 0 1 0 1 11 1 2 0 14 2300 4:15-5:15 2 1131 4 0 1137 19 1134 36 2 1191 0 0 1 0 1 12 1 2 0 15 2344 . 4:30-5:30 2 1151 9 1 1163 17 1173 43 2 1235 0 0 2 0 2 10 1 3 0 14 2414 4:45-5:45 4 1180 9 1 1194 16 1195 48 4 1263 1 0 2 0 3 13 1 6 0 20 2480 500-600 8 1147 8 1 1164 14 1235 50 4 1303 1 0 2 0 3 16 0 6 0 22 2492 PEAK HOUR 5:00.6:00 8 1147 8 1 1164 14 1235 50 4 1303 1 0 2 0 3 16 0 6 0 22 2492 57 ORANGE AVE. & DISTRICT VUE EAST HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday and:Gas Station-Eastern District Vue Entrance Weather:Warm,Clear (boup Location:Roanoke,VA Entered by:CK Star Rating:4 /' TRAFFIC FROM WEST TOTAL TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST on: Eastern District Vue Entrance N+5 on: Orange Ave on: Orange Ave on: Gas Station + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 59 7:00-7:15 0 34 0 0 34 0 24 1 0 25 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 36 0 0 36 0 28 0 0 28 0 0 0 0 0 0 0 0 0 0 64 7:30-7:45 0 22 0 0 22 1 27 0 0 28 0 0 0 0 0 0 0 0 0 0 50 7:45-8:00 0 28 1 0 29 0 24 1 0 25 0 0 1 0 1 0 0 0 0 0 55 8:00-8:15 0 22 0 0 22 0 35 1 0 36 0 0 0 0 0 0 0 0 0 0 58 8:15-8:30 0 19 1 0 20 1 30 0 0 31 0 0 0 0 0 0 0 0 0 0 51 8:30-8:45 0 31 0 0 31 0 34 0 0 34 0 0 0 0 0 0 0 0 0 0 65 8:45-9:00 0 26 0 0 26 0 25 0 0 25 0 0 0 0 0 0 0 0 0 0 51 2 Hr Totals 0 218 2 0 220 2 227 3 0 232 0 0 1 0 1 0 0 0 0 0 453 1 Hr Totals 7:00-8:00 0 120 1 0 121 1 103 2 0 106 0 0 1 0 1 0 0 0 0 0 228 7:15-8:15 0 108 1 0 109 1 114 2 0 117 0 0 1 0 1 0 0 0 0 0 227 7:30-8:30 0 91 2 0 93 2 116 2 0 120 0 0 1 0 1 0 0 0 0 0 214 7:45-6:45 O 100 2 0 102 1 123 2 0 126 0 O 1 0 1 0 0 0 0 0 229 8:00-9100 0 98 1 0 99 1 124 1 0 126 0 0 0 0 0 0 0 0 0 0 225 PEAK HOUR 227 7:15-8:15 0 108 1 0 109 1 114 2 0 117 0 0 1 0 1 0 0 0 0 0 Percent HV 0% 7% 50% 0% 8% 8% 11% 14% 0% 11% 0% 0% 33% 0"/0 25% 0% 0% 0% 0% 0% 9% PM 38 4:00-4:15 0 21 0 0 21 0 17 0 0 17 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 27 0 0 27 0 26 0 0 26 0 0 0 0 0 0 0 0 0 0 53 4:30-4:45 0 19 0 0 19 0 28 0 0 28 0 0 0 0 0 0 0 0 0 0 47 4:45-5:00 0 17 0 0 17 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 32 5:00-5:15 0 12 0 0 12 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 27 5:15-5:30 0 18 0 0 18 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 33 5:30-5:45 0 12 0 0 12 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 26 5:45-6:00 0 14 0 0 14 0 22 0 0 22 0 0 0 0 0 0 0 0 0 0 36 2 Hr Totals 0 140 0 0 140 0 152 0 0 152 0 0 0 0 0 0 0 0 0 0 292 1 Hr Totals 170 4:00-5:00 0 84 0 0 84 0 86 0 0 86 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 75 0 0 75 0 84 0 0 84 0 0 0 0 0 0 0 0 0 0 159 4:30-5:30 0 66 0 0 66 0 73 0 0 73 0 0 0 0 0 0 0 0 0 0 139 4:45-5:45 0 59 0 0 59 0 59 0 0 59 0 0 0 0 0 0 0 0 0 0 118 5:00-6:00 0 56 0 0 56 0 66 0 0 66 0 0 0 0 0 0 0 0 0 0 122 PEAK HOUR 5:00-6:00 0 56 0 0 56 0 66 0 0 66 0 0 0 0 0 0 0 0 0 0 Percent HV 0% 5% 0% 0% 5% 0% 5% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 55%% 58 ORANGE AVE. & DISTRICT VUE EAST PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCUG Intersection of:Orange Ave Date:August 24,2022 Wednesday /r.lxf and:Gas Station-Eastern District Vue Entrance Weather:Warm,Clear Entered ��� ��`h Entered by:CK Star Rating:4 !' Location:Roanoke,VA WEST LEG NORTH LEG SOUTH LEG EAST LEG Orange Ave Orange Ave Gas Station Eastern District Vue Entrance TIME AM 0 0 7:00-7:15 0 0 0 1 0 7:15-7:30 0 p 7:30-7:45 0 0 0 p 0 7:45-8:00 0 0 p 8:00-8:15 0 0 p 0 p 8:15-8:30 0 0 p 8:30-8:45 0 0 0 p 0 8:45-9:00 0 2 0 1 0 TOTALS 2 PM 2 p 4:00-4:15 0 0 0 1 0 4:15-4:30 0 p 0 4:30-4:45 0 p p 4:45-5:00 0 0 p 0 0 0 5:00-5:15 0 p 5:15-5:30 0 0 0 p 0 5:30-5:45 0 0 p 5:45-6:00 0 p g 0 TOTALS 0 59 ORANGE AVE. & DISTRICT VUE EAST TOTALS TURNING MOVEMENT COUNT-SUMMARYrill Counted by:VCU Y+ Intersection of:Orange Ave Date:August 24,2022 Wednesday �rr and:Gas Station-Eastern District Vue Entrance Weather:Warm,Clear Location:Roanoke,VA Entered by:CK Star Rating:4 !' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Oran a Ave on: Gas Station on: Eastern District Vue Entrance N+S on: Orange Ave g + TIME RIGHT THRU LEFT U-TN TOTAL FIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL + AM 7:00-7:15 0 333 2 0 335 2 190 2 0 194 0 0 1 0 1 10 0 2 0 12 542 7:15-7:30 0 373 0 0 373 4 242 4 0 250 0 0 1 0 1 11 0 0 0 11 635 7:30-7:45 0 389 1 0 390 2 250 0 0 252 0 0 0 0 0 13 0 0 0 13 655 7:45-8:00 0 342 1 0 343 5 294 5 0 304 1 0 2 0 3 12 0 0 0 12 662 8:00-8:15 1 338 0 1 340 2 236 5 0 243 0 0 0 0 0 5 0 0 0 5 588 8:15-8:30 0 287 1 1 289 3 242 2 0 247 0 0 0 0 0 7 0 0 0 7 543 8:30-8:45 0 316 3 0 319 2 232 4 2 240 0 0 0 0 0 11 0 0 0 11 570 8:45-9:00 0 258 1 0 259 3 227 1 1 232 0 0 0 0 0 6 1 1 0 8 499 2 Hr Totals 1 2636 9 2 2648 23 1913 23 3 1962 1 0 4 0 5 75 1 3 0 79 4684 1 Hr Totals 7:00-8:00 0 1437 4 0 1441 13 976 11 0 1000 1 0 4 0 5 46 0 2 0 48 2494 7:15-8:15 1 1442 2 1 1446 13 1022 14 0 1049 1 0 3 0 4 41 0 0 0 41 2540 7:30-8:30 1 1356 3 2 1362 12 1022 12 0 1046 1 0 2 0 3 37 0 0 0 37 2448 7:45-8:45 1 1283 5 2 1291 12 1004 16 2 1034 1 0 2 0 3 35 0 0 0 35 2363 8:00-9:00 1 1199 5 2 1207 10 937 12 3 962 0 0 0 0 0 29 1 1 0 31 2200 PEAK HOUR 7:15-8:15 1 1442 2 1 1446 1 13 1022 14 0 1049 1 0 3 0 4 41 0 0 0— PHF 0.959 PM 4:00-4:15 1 305 4 0 310 7 288 4 0 299 0 0 1 0 1 4 0 1 0 5 615 4:15-4:30 1 276 0 0 277 5 305 7 1 318 0 0 O 0 0 4 0 0 0 4 599 4:30-4:45 1 313 2 0 316 5 301 7 1 314 0 0 0 0 0 2 0 0 0 2 632 4:45-5:00 0 305 1 0 306 5 299 11 0 315 0 0 0 0 0 1 1 1 0 3 624 5:00-5:15 0 312 1 0 313 4 313 11 0 328 0 0 1 0 1 5 0 1 0 6 648 5:15-5:30 1 287 5 1 294 3 333 14 1 351 0 0 1 0 1 2 0 1 0 3 649 5:30-5:45 3 335 2 0 340 4 309 12 3 328 1 0 0 0 1 5 0 3 0 8 677 5:45-6:00 4 269 0 0 273 3 346 13 0 362 0 0 0 0 0 4 0 1 0 5 640 2 Hr Totals 11 2402 15 1 2429 36 2494 79 6 2615 1 0 3 0 4 27 1 8 O 36 5084 1 Hr Totals 4:00-5:00 3 1199 7 0 1209 22 1193 29 2 1246 0 0 1 0 1 11 1 2 0 14 2470 4:15-5:15 2 1206 4 0 1212 19 1218 36 2 1275 0 0 1 0 1 12 1 2 0 15 2503 4:30-5:30 2 1217 9 1 1229 17 1245 43 2 1308 0 0 2 0 2 10 1 3 0 14 2553 4:45-5:45 4 1239 9 1 1253 16 1254 48 4 1322 1 0 2 0 3 13 1 6 0 20 2598 5:00-6:00 8 1203 8 1 1220 14 1301 50 4 1369 1 0 2 0 3 16 0 6 0 22 2614 PEAK HOUR 5:00-6:00 8 1203 8 1 1220 14 1301 50 4 1369 1 0 2 0 3 16 0 6 0 22 2614 PHF 0.965 60 ORANGE AVENUE & GRANBY STREET CARS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU 1I� Intersection of:Orange Ave Date:August 24,2022 Wednesday ltri� / �ll�Tw and:Granby St Weather:Warm,Clear � �p Location:Roanoke,VA Entered by:CK Star Rating:4 G !' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orange Ave on: Granby St on: Granby St N+S + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL FIGHT THRU LEFT U-TN TOTAL FIGHT THRU LEFT U-TN TOTAL E+ IN AM 7:00-7:15 6 284 0 0 292 0 171 20 1 192 0 0 0 0 0 8 0 0 18 502 6 7:15-7:30 11 343 0 0 354 0 187 23 0 210 0 0 0 0 0 7 0 6 0 13 577 7:30-7:45 8 359 0 0 367 0 226 27 0 253 0 0 0 0 0 10 0 9 0 19 639 7:45-8:00 15 302 0 0 317 0 247 24 2 273 0 0 0 0 0 9 0 9 0 18 608 8:00-8:15 15 297 0 0 312 0 216 26 1 243 0 0 0 0 0 11 0 5 0 16 571 8:15-8:30 10 265 0 0 275 0 199 5 0 204 0 0 0 0 0 13 0 5 0 18 497 8:30-8:45 10 283 0 0 293 0 197 10 2 209 0 0 0 0 0 9 0 5 0 14 516 8:45-9:00 6 225 0 0 231 0 178 20 3 201 0 0 0 0 0 8 0 7 0 15 447 2 Hr Totals 83 2358 0 0 2441 0 1621 155 9 1785 0 0 0 O 0 75 0 56 0 131 4357 1 Hr Totals 7:00-8:00 42 1288 0 0 1330 0 831 94 3 928 0 0 0 0 0 34 0 34 0 68 2326 7:15-8:15 49 1301 0 0 1350 0 876 100 3 979 0 0 0 0 0 37 0 29 0 66 2395 7:30-8:30 48 1223 0 0 1271 0 888 82 3 973 0 0 0 0 0 43 0 28 0 71 2315 7:45-8:45 50 1147 0 0 1197 0 859 65 5 929 0 0 0 0 0 42 0 24 0 66 2192 8:00-9:00 41 1070 0 0 1111 0 790 61 6 857 0 0 0 0 0 41 0 22 0 63 2031 PEAK HOUR 7:15-8:15 49 1301 0 0 1350 0 876 100 3 979 0 0 0 0 0 37 0 29 0 66 2395 PM 4:00-4:15 16 247 0 0 263 0 276 13 3 292 0 0 0 0 0 32 0 26 0 58 613 4:15-4:30 8 237 0 0 245 0 256 7 0 263 1 0 0 0 1 22 0 20 0 42 551 4:30-4:45 8 256 0 0 264 0 282 4 2 288 0 0 0 0 0 36 0 27 0 63 615 4:45-5:00 10 286 0 0 296 0 299 6 2 307 0 0 0 0 0 23 0 13 0 36 639 5:00-5:15 10 257 0 0 267 0 311 5 2 319 0 0 0 0 0 37 0 29 0 66 652 5:15-5:30 15 281 0 0 296 0 323 2 0 325 0 0 0 0 0 10 0 24 0 34 655 5:30-5:45 15 325 0 0 340 0 327 4 0 331 0 0 0 0 0 8 0 13 0 1 692 5:45-6:00 4 279 0 0 283 0 303 4 1 308 0 0 0 0 0 6 0 7 0 13 604 2 Hr Totals 86 2168 0 0 2254 0 2377 46 10 2433 1 0 0 0 1 174 0 159 0 333 5021 1 Hr Totals 4:00-5:00 42 1026 0 0 1068 0 1113 30 7 1150 1 0 0 0 1 113 0 86 0 199 2418 4:15-5:15 36 1036 0 0 1072 0 1148 23 6 1177 1 0 0 0 1 118 0 89 0 207 2457 4:30-5:30 43 1080 0 0 1123 0 1215 18 6 1239 0 0 0 0 0 106 0 93 0 199 2561 4:45-5:45 50 1149 0 0 1199 0 1260 18 4 1282 0 0 0 0 0 78 0 79 0 157 2638 5:00-6:00 44 1142 0 0 1166 0 1264 16 3 1283 0 0 0 0 0 61 0 73 0 134 2603 PEAK HOUR 4:45-5:45 50 1149 0 0 1199 0 1260 18 4 1282 0 0 0 0 0 78 0 79 0 157 2638 61 ORANGE AVENUE & GRANBY STREET HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU �+ Date:August 24,2022 Wednesday '�,{x�. Intersection of:Orange Ave ilffi/ and:Granby St Weather:Warm,Clear Glulp Location:Roanoke,VA Entered by:CK Star Rating:4 !� TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Orange Ave on: Orange Ave on: Granby St on: Granby St I N+S TIME W RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL�E+ RIGHTRIGHT AM 7:00-7:15 0 28 0 0 28 0 24 4 0 28 0 0 0 0 0 6 0 1 0 7 63 7:15-7:30 1 24 0 0 25 0 22 1 0 23 0 0 0 0 0 10 0 3 0 13 61 7:30-7:45 3 16 0 0 19 0 32 1 0 33 0 0 0 0 0 6 0 1 0 7 59 7:45-8:00 1 21 0 0 22 0 23 3 0 26 0 0 0 0 0 9 0 3 0 12 60 8:00-8:15 1 13 0 0 14 0 34 5 0 39 0 0 0 0 0 9 0 1 0 to 63 8:15-8:30 0 12 0 0 12 0 24 5 0 29 0 0 0 0 0 7 0 3 0 10 51 8:30-8:45 0 28 0 0 28 0 36 3 0 39 0 0 0 0 0 3 0 2 0 5 72 8:45-9:00 0 18 0 0 18 0 32 1 0 33 0 0 0 0 0 4 0 3 0 7 58 2 Hr Totals 6 160 0 0 166 0 227 23 0 250 0 0 0 0 0 54 0 17 0 71 487 1 Hr Totals 7:00-8:00 5 89 0 0 94 0 101 9 0 110 0 0 0 0 0 31 0 8 0 39 243 7:15-8:15 6 74 0 0 80 0 111 10 0 121 0 0 0 0 0 34 0 8 0 42 243 7:30-8:30 5 62 0 0 67 0 113 14 0 127 0 0 0 0 0 31 0 8 0 39 233 7:45-8:45 2 74 0 0 76 0 117 16 0 133 0 0 0 0 0 28 0 9 0 37 246 8:00-9:00 1 71 0 0 72 0 126 14 0 140 0 0 0 0 0 23 0 9 0 32 244 PEAK HOUR 7:15-8:15 6 74 0 0 80 0 111 10 0 121 0 0 0 0 0 34 0 8 0 42 243 Percent HV 11% 5% 0% 0% 6% 0% 11% 9% 0% 11% 0% 0% 0% 0% 0% 48% 0% 22% 0% 39% 9% PM 4:00-4:15 2 16 0 0 18 0 18 5 0 23 0 0 0 0 0 2 0 2 0 4 45 4:15-4:30 3 26 0 0 29 0 19 4 0 23 O 0 0 0 0 3 0 1 D 4 56 4:30.4:45 2 19 0 0 21 0 22 5 0 27 0 0 0 0 0 2 0 2 0 4 52 36 4:45-5:00 2 18 0 0 20 0 13 1 0 14 0 0 0 0 0 1 0 1 0 2 5:00-5:15 6 13 0 0 19 0 13 3 0 16 0 0 0 0 0 2 0 2 0 4 39 5:15-5:30 1 14 0 0 15 0 11 3 0 14 0 0 0 0 0 3 0 3 0 6 35 5:30-5:45 4 12 0 0 16 0 13 3 0 16 0 0 0 0 0 0 0 1 0 1 33 5:45-6:00 0 14 0 0 14 0 19 3 0 22 0 0 0 0 0 0 0 1 0 1 37 2 Hr Totals 20 132 0 0 152 0 128 27 0 155 0 0 0 0 0 13 0 13 0 26 333 1 Hr Totals 4:00-5:00 9 79 0 0 88 0 72 15 0 87 0 0 0 0 0 8 0 6 0 14 169 4:15-5:15 13 76 0 0 89 0 67 13 0 80 0 0 0 0 0 8 0 6 0 14 183 4:30-5:30 11 64 0 0 75 0 59 12 0 71 0 0 0 0 0 8 0 S 0 16 162 4:45-5:45 13 57 0 0 70 0 50 10 0 60 0 0 0 0 0 fi 0 7 0 13 143 5:00-6:00 11 53 0 0 64 0 56 12 0 68 0 0 0 0 0 5 0 7 0 12 144 PEAK HOUR 4:45-5:45 13 57 0 0 70 0 50 10 0 60 0 0 0 0 0 1 6 0 7 0 13 143 Percent HV 21% 5% 09/- 0% 6% 0% 4% 36% 0% 4% 0% 0% 0% 0% 0% 7% 0% 8% 0% 8% 5% 62 ORANGE AVENUE & GRANBY STREET PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday and:Granby St Weather:Warm,Clear G/U//A Location:Roanoke,VA Entered by:CK Star Rating:4 !' SOUTH LEG EAST LEG WEST LEG NORTH LEG Granby St Granb St Orange Ave Oran a Ave TIME AM 1 0 7:00-7:15 0 0 7:15-7:30 0 0 0 0 0 0 7:30-7:45 p 0 ° 0 7:45-8:00 0 0 8:00-8:15 0 0 0 0 p 0 8:15-8:30 p 0 p 0 8:30-8:45 0 p 0 0 8:45-9:00 0 p 1 0 TOTALS 0 PM 0 p 0 4:00-4:15 0 1 1 4:15-4:30 0 0 p 0 4:30-4:45 0 0 p 0 4:45-5:00 0 0 p 0 5:00-5:15 0 ° p 0 0 5:15-5:30 ° 0 0 5:30-5:45 0 0 p 0 5:45-6:00 ° 0 1 1 TOTALS 0 0 63 ORANGE AVENUE & GRANBY STREET TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday / and:Granby St Weather:Warm,Clear G'INip Location:Roanoke,VA Entered by:CK Star Rating:4 f TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TO L on: Orange Ave on: Orange Ave on: Granby St on: Granby St + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 8 312 0 O 320 0 195 24 1 220 0 0 0 0 0 14 0 11 0 25 565 7:15-7:30 12 367 0 0 379 0 209 24 0 233 0 0 0 0 0 17 0 9 0 26 638 7:30-7:45 11 375 0 0 386 0 258 28 0 286 0 0 0 0 0 16 0 10 0 26 698 7:45-8:00 16 323 0 0 339 0 270 27 2 299 0 0 0 0 0 18 0 12 0 30 668 8:00-8:15 16 310 0 0 326 0 250 31 1 282 0 0 0 0 0 20 0 6 0 26 634 8:15-8130 10 277 0 O 287 0 223 10 0 233 0 0 0 0 0 20 0 8 0 28 548 8:30-8:45 10 311 0 0 321 0 233 13 2 248 0 0 0 0 0 12 0 7 0 19 588 8:45-9:00 6 243 0 0 249 0 210 21 3 234 0 0 0 0 0 12 0 10 0 22 505 2 Hr Totals 89 2518 0 0 2607 0 1848 178 9 2035 0 0 0 0 0 129 0 73 0 202 4844 1 Hr Totals 7:00-8:00 47 1377 0 0 1424 0 932 103 3 1038 0 0 O 0 0 65 0 42 0 107 2569 7:15-8:15 55 1375 0 0 1430 0 987 110 3 1100 0 0 0 0 0 71 0 37 0 108 2638 7:30-8:30 53 1285 0 O 1338 0 1001 96 3 1100 0 0 0 0 0 74 0 36 0 110 2548 7:45-8:45 52 1221 0 0 1273 0 976 81 5 1062 0 0 0 0 0 70 0 33 0 103 2438 8:00-9:00 42 1141 0 0 1183 0 916 75 6 997 0 0 0 0 0 64 0 31 0 95 2275 PEAK HOUR 108 2638 7:15-8:15 55 1375 0 O 1430 0 987 110 3 1100 0 0 0 0 0 71 0 37 0 PHF 0.945 PM 4:00-4:15 18 263 0 0 281 0 294 18 3 315 0 0 0 0 0 34 0 28 0 62 658 4:15-4:30 11 263 0 0 274 0 275 11 0 286 1 0 0 0 1 25 0 21 0 46 607 4:30-4:45 10 275 0 0 285 0 304 9 2 315 0 0 0 0 0 38 0 29 0 67 667 4:45-5:00 12 304 0 0 316 0 312 7 2 321 0 0 0 0 0 24 0 14 0 38 675 5:00-5:15 16 270 0 O 286 0 324 9 2 335 0 0 0 0 O 39 0 31 0 70 691 5:15-5:30 16 295 0 0 311 0 334 5 0 339 0 0 0 O 0 13 0 27 0 40 690 5:30-5:45 19 337 0 0 356 0 340 7 0 347 0 0 0 0 0 8 0 14 0 22 725 5:45-6:00 4 293 0 0 297 0 322 7 1 330 0 0 0 0 0 6 0 8 0 14 641 2 Hr Totals 106 2300 0 0 2406 0 2505 73 10 2588 1 0 0 0 1 187 0 172 0 359 5354 1 Hr Totals 4:00-5:00 51 1105 O 0 1156 0 1185 45 7 1237 1 O 0 0 1 121 0 92 0 213 2607 4:15-5:15 49 1112 0 0 1161 0 1215 36 6 1257 1 0 0 0 1 126 0 95 O 221 2640 4:30-5:30 54 1144 0 0 1198 0 1274 30 6 1310 0 0 O 0 0 114 0 101 0 215 2723 4:45-5:45 63 1206 0 0 1269 0 1310 28 4 1342 0 0 0 0 0 84 0 86 0 170 2781 5:00-6:00 55 1195 0 O 1250 0 1320 28 3 1351 0 0 0 0 0 66 0 80 0 145 2747 PEAK HOUR 170 4:45-5:45 63 1206 0 0 1269 0 1310 28 4 1342 0 0 O 0 0 84 0 86 0 PHF 2781 64 ORANGE AVENUE & KING STREET CARS TURNING MOVEMENT COUNT-SUMMARY ���" Counted by:VCU ,/( Intersection of:Orange Ave Date:August 24,2022 Wednesday lir�//r'r and:King St-McDonald's Weather:Warm,Clear �01�p Location:Roanoke,VA Entered by:CK Star Rating:4 �� E' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: King St on: McDonald's N+S on: Orange Ave on: Orange Ave + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL r AM 7:00-7:15 13 247 44 0 304 21 140 9 0 170 86 5 22 0 113 5 3 3 0 11 598 7:15-7:30 12 303 46 1 362 14 179 3 0 196 75 6 25 0 106 9 3 10 0 22 686 7:30-7:45 8 304 72 0 384 24 171 4 0 199 106 7 37 0 150 7 0 3 0 10 743 7:45-8:00 18 287 84 0 369 35 219 11 0 265 99 6 33 0 138 9 6 8 0 23 815 8:00-8:15 10 248 76 0 334 14 165 13 0 192 119 9 33 0 161 11 9 9 0 29 716 8:15-8:30 8 235 49 1 293 28 187 8 0 223 96 3 16 0 115 7 5 3 0 15 646 8:30-8:45 12 249 53 0 314 16 158 5 0 179 70 3 26 09 6 0 5 0 11 603 8:45-9:00 13 211 54 0 278 21 174 11 0 206 75 2 19 0 96 3 3 7 0 13 593 2 Hr Totals 94 2084 478 2 2658 173 1393 64 0 1630 726 41 211 0 976 57 29 48 0 134 5400 1 Hr Totals 7:00-8:00 51 1141 246 1 1439 94 709 27 0 830 366 24 117 0 507 30 12 24 0 66 2842 7:15-8:15 48 1142 278 1 1469 87 734 31 0 852 399 28 128 0 555 36 18 30 0 84 2960 7:30-8:30 44 1074 281 1 1400 101 742 36 0 879 420 25 119 0 564 34 20 23 0 77 2920 7:45-8:45 48 1019 262 1 1330 93 729 37 0 859 384 21 108 0 513 33 20 25 0 78 2780 8:00-9:00 43 943 232 1 1219 79 684 37 0 800 360 17 94 0 471 27 17 24 0 68 2558 PEAK HOUR 7:15-8:15 48 1142 278 1 1469 87 734 31 0 852 399 28 128 0 555 36 18 30 0 84 2960 PM 4:00-4:15 14 213 87 0 314 22 275 8 0 305 78 6 30 0 114 7 9 13 0 29 762 4:15-4:30 7 210 60 0 277 32 256 4 0 292 97 6 16 0 119 7 5 10 0 22 710 4:30-4:45 10 219 81 0 310 17 283 6 0 306 93 2 15 0 110 5 1 6 0 12 738 4:45-5:00 10 245 100 0 355 20 270 9 0 299 86 5 30 0 121 7 3 9 0 19 794 5:00-5:15 10 230 91 0 331 28 299 9 0 336 117 4 21 0 142 4 5 9 0 18 827 5:15-5:30 5 247 95 0 347 44 327 11 0 382 90 8 16 0 114 8 8 3 0 19 862 5:30-5:45 10 297 90 0 397 37 276 3 0 316 116 7 17 0 140 4 8 11 0 23 876 5:45-6:00 8 256 95 0 359 32 270 7 0 309 108 3 18 0 129 3 9 5 0 17 814 2 Hr Totals 74 1917 699 0 2690 232 2256 57 0 2545 785 41 163 0 989 45 48 66 0 159 6383 1 Hr Totals 4:00-5:00 41 887 328 0 1256 91 1084 27 0 1202 354 19 91 0 464 26 18 38 0 82 3004 4:15-5:15 37 904 332 0 1273 97 1108 28 0 1233 393 17 82 0 492 23 14 34 0 71 3069 4:30-5:30 35 941 367 0 1343 109 1179 35 0 1323 386 19 82 0 487 24 17 27 0 68 3221 4:45-5:45 35 1019 376 0 1430 129 1172 32 0 1333 409 24 84 0 517 23 24 32 0 79 3359 5:00-6:00 33 1030 371 0 1434 141 1172 30 0 1343 431 22 72 0 525 19 30 28 0 77 3379 PEAK HOUR 5:00-6:00 33 1030 371 0 1434 141 1172 30 0 1343 431 22 72 0 525 19 30 28 0 77 3379 65 ORANGE AVENUE & KING STREET HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday �1I. and:King St-McDonald's Weather:Warm,Clear Allp Location:Roanoke,VA Entered by:CK Star Rating:4 TRAFFIC FROM WEST Y TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST on: McDonald'sN+S on: Orange Ave on: Orange Ave o^ King St + TIME RIGHT THRU LEFT U-TN TOTAL PoGHT THRU LEFT U•TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 0 25 1 0 26 0 19 0 0 19 3 0 1 0 4 0 0 0 0 0 49 7:15-7:30 0 24 2 0 26 2 25 0 0 27 2 0 0 0 2 0 0 0 0 0 55 7:30-7:45 0 15 4 0 19 2 29 0 0 31 1 0 2 0 3 0 0 0 0 0 53 7:45-8:00 0 22 1 0 23 3 24 0 0 27 1 0 0 0 1 0 0 0 0 0 51 8:00-8:15 0 13 6 0 19 0 31 0 0 31 3 0 1 0 4 1 0 0 0 1 55 8:15-8:30 0 10 0 0 10 0 27 0 0 27 4 0 0 0 4 0 0 0 0 0 41 8:30-8:45 0 29 4 0 33 0 35 1 0 36 2 0 0 0 2 1 1 0 0 2 73 8:45-9:00 0 19 4 0 23 0 33 1 0 34 0 0 0 0 0 0 0 1 0 1 58 2 Hr Totals 0 157 22 0 179 7 223 2 0 232 16 0 4 0 20 2 1 1 0 4 435 1 Hr Totals 7:00-8:00 0 86 8 0 94 7 97 0 0 104 7 0 3 0 10 0 0 0 0 O 208 7:15-8:15 0 74 13 0 87 7 109 0 0 116 7 0 3 0 10 1 0 0 0 1 214 7:30-8:30 0 60 11 0 71 5 111 0 0 116 9 0 3 0 12 1 0 0 0 1 200 7:45-8:45 0 74 11 0 85 3 117 1 0 121 10 0 1 0 11 2 1 0 0 3 220 8:00-9:00 0 71 14 0 85 0 126 2 0 128 9 0 1 0 10 2 1 1 0 4 227 PEAK HOUR 7:15-8:15 0 74 13 0 87 7 109 0 0 116 7 0 3 0 10 1 0 0 0 1 214 Percent HV 0% 6% 4% 0% 6% 7% 13% 0% 0% 12% 2% 0% 2% 0% 2% 3% 0% 0% 0% 1% 7% PM 4:00-4:15 0 17 1 0 18 2 17 1 0 20 3 0 1 0 4 0 0 0 0 0 42 4:15-4:30 1 23 1 0 25 2 16 0 0 18 0 0 3 0 3 0 0 0 0 0 46 4:30-4:45 0 19 4 0 23 0 27 0 0 27 0 0 1 0 1 0 0 0 0 0 51 4:45-5:00 0 17 1 0 18 0 11 0 0 11 1 0 0 0 1 0 O 0 0 0 30 5:00-5:15 0 15 0 0 15 0 6 0 0 6 2 0 0 0 2 0 0 0 0 D 23 5:15-5:30 0 14 1 0 15 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 25 5:30-5:45 0 13 0 0 13 1 9 0 0 10 3 0 0 0 3 0 0 0 0 0 26 5:45-6:00 0 13 1 0 14 0 23 0 0 23 O 0 0 0 0 0 0 0 0 0 37 2 Hr Totals 1 131 9 0 141 5 119 1 0 125 9 0 5 0 14 0 0 0 0 0 280 1 Hr Totals 4:00-5:00 1 76 7 0 84 4 71 1 0 76 4 0 5 0 9 0 0 0 0 0 169 4:15-5:15 1 74 6 0 81 2 60 0 0 62 3 0 4 0 7 0 0 0 0 0 150 4:30-5:30 0 65 6 0 71 0 54 0 0 54 3 0 1 0 4 0 0 0 0 0 129 4:45-5:45 0 59 2 0 61 1 36 0 0 37 6 0 0 0 6 0 0 0 0 0 104 5:00-6:00 0 55 2 0 57 1 48 0 0 49 5 0 0 0 5 0 0 0 0 0 111 PEAK HOUR 5:00.6:00 0 55 2 0 57 1 48 0 0 49 5 0 0 0 5 0 0 0 0 0 111 Percent HV 1 0% 5% 1% 0% 4% 1% 4% 0% 0% 4% 1% 0% 0% 0% 1% 0% 0% 0% 0% 0% 3% 66 ORANGE AVENUE & KING STREET PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU 1j�+ Intersection of:Orange Ave / Date:August 24,2022 Wednesday 7irlf�i� and:King St-McDonald's Weather:Warm,Clear ldUlOh Location:Roanoke,VA Entered by:CK Star Rating:4 !� NORTH LEG SOUTH LEG EAST LEG WEST LEG Oran a Ave Oran a Ave King St McDonald's TIME AM 0 0 7:00-7:15 0 0 0 0 7:15-7:30 0 0 7:30-7:45 0 0 0 0 7:45-8:00 0 0 0 1 8:00-8:15 0 0 0 0 8:15-8:30 1 0 0 0 8:30-8:45 0 0 0 0 0 0 0 845-900 9:00 0 0 1 TOTALS 1 0 PM 4:00-4:15 0 0 0 0 4:15-4:30 0 0 0 0 4:30-4:45 0 0 1 1 4:45-5:00 1 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 1 0 0 5:45-6:00 0 0 1 2 TOTALS 1 67 ORANGE AVENUE & KING STREET TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Orange Ave Date:August 24,2022 Wednesday and:King St-McDonald's Weather:Warm,Clear Givup Location:Roanoke,VA Entered by:CK Star Rating:4 /' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: OrangeAve on: King St on: McDonald's N+5 on: Orange Ave TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 13 272 45 0 330 21 159 9 0 189 89 5 23 0 117 5 3 3 0 11 64 7:15-7:30 12 327 48 1 388 16 204 3 0 223 77 6 25 0 108 9 3 10 0 7411 10 7:30-7:45 8 319 76 0 403 26 200 4 0 230 107 7 39 0 153 7 0 3 0 10 796 7:45-8:00 18 309 85 0 412 38 243 11 0 292 100 6 33 0 139 9 6 8 0 23 866 8:00-8:15 10 261 82 0 353 14 196 13 0 223 122 9 34 0 165 12 9 9 0 30 771 8:15-8:30 8 245 49 1 303 28 214 8 0 250 100 3 16 0119 7 5 3 0 15 687 8:30-8:45 12 278 57 0 347 16 193 6 0 215 72 3 26 0 101 7 1 5 0 13 676 8:45-9:00 13 230 58 0 301 21 207 12 0 240 75 2 19 096 3 3 8 0 14 651 2 Hr Totals 94 2241 500 2 2837 180 1616 66 0 1862 742 41 215 0 998 59 30 49 0 138 5835 1 Hr Totals 7:00-8:00 51 1227 254 1 1533 101 806 27 0 934 373 24 120 0 517 30 12 24 0 66 3050 7:15-8:15 48 1216 291 1 1556 94 843 31 0 968 406 28 131 0 565 37 18 30 0 85 3174 85 3174 7:30-8:30 44 1134 292 1 1471 106 853 36 0 995 429 25 122 0 576 35 20 23 0 78 3120 7:45-8:45 48 1093 273 1 1415 96 846 38 0 980 394 21 109 0 524 35 21 25 0 81 3000 8:00-9:00 43 1014 246 1 1304 79 810 39 0 928 369 17 95 0 481 29 18 25 0 72 2785 PEAK HOUR74 7:15-8:15 49 1216 291 1 1556 94 843 31 0 968 406 28 131 0 565 37 18 30 0 PHF 0.916 PM 4:00-4:15 14 230 88 0 332 24 292 9 0 325 81 6 31 0 118 7 9 13 0 29 804 4:15-4:30 8 233 61 0 302 34 272 4 0 310 97 6 19 0 122 7 5 10 0 22 756 4:30-4:45 10 236 85 0 333 17 310 6 0 333 93 2 16 0 111 5 1 6 0 12 789 4:45-5:00 10 262 101 0 373 20 281 9 0 310 87 5 30 0 122 7 3 9 0 19 824 0 18 850 5:00-5:15 10 245 91 0 346 28 305 9 0 342 119 4 21 0 144 4 5 9 5:15-5:30 5 261 96 0 362 44 337 11 0 392 90 8 16 0 114 8 8 3 0 19 887 5:30-5:45 10 310 90 0 410 38 285 3 0 326 119 7 17 0 143 4 8 11 0 23 902 5:45-6:00 8 269 96 0 373 32 293 7 0 332 108 3 18 0 129 3 9 5 0 17 851 2 Hr Totals 75 2048 708 0 2831 237 2375 58 0 2670 794 41 168 0 1003 45 48 66 0 159 6663 1 Hr Totals 4:00-5:00 42 963 335 0 1340 95 1155 28 0 1278 358 19 96 0 473 26 18 38 0 82 3173 4:15-5:15 38 978 338 0 1354 99 1168 28 0 1295 396 17 86 0 499 23 14 34 0 71 3219 4:30-5:30 35 1006 373 0 1414 109 1233 35 0 1377 389 19 83 0 491 24 17 27 0 68 3350 4:45-5:45 35 1078 378 0 1491 130 1208 32 0 1370 415 24 84 0 523 23 24 32 0 79 3463 5:00-6:00 33 1085 373 0 1491 142 1220 30 0 1392 436 22 72 0 530 19 30 28 0 77 3490 PEAK HOUR77 3490 5:00-6:00 33 1085 373 0 1491 1 142 1220 30 0 1392 436 22 72 0 530 19 30 28 0 PHF 0,967 68 HOLLINS ROAD & MASON MILL ROAD CARS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU , Intersection of:Hollins Rd Date:August 24,2022 Wednesday Weather:Warm,Clear `"" r and:Mason Mill Rd �j Location:Roanoke,VA Entered by:CK Star Rating:5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WESTN+'TOTAL on: Hollins Rd on: Hollins Rd on: Mason Mill Rd an: TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 62 37 0 99 0 59 0 59 62 0 0 62 0 220 7:15-7:30 73 47 0 120 1 52 0 53 67 1 0 68 0 241 7:30-7:45 81 58 0 139 1 35 0 36 84 3 0 87 O 262 7:45-8:00 85 58 0 143 3 75 0 78 74 5 0 79 0 300 8:00-8:15 77 38 0 115 1 54 0 55 77 3 0 80 O 250 8:15-8:30 58 55 0 113 1 46 0 47 59 1 0 60 0 220 8:30-8:45 49 37 0 86 2 51 0 53 45 3 0 48 0 187 8:45-9:00 51 48 0 99 1 35 0 36 31 0 0 31 0 166 2 Hr Totals 0 536 378 0 914 10 407 0 0 417 499 0 16 0 515 0 0 0 0 0 1846 1 Hr Totals 7:00-8:00 0 301 200 0 501 5 221 0 0 226 287 0 9 0 296 0 0 0 0 0 1023 7:15-8:15 0 316 201 0 517 6 216 0 0 222 302 0 12 0 314 0 0 O 0 0 1053 7:30-8:30 0 301 209 0 510 6 210 0 0 216 294 0 12 0 306 0 0 0 0 0 1032 7:45-8:45 0 269 188 0 457 7 226 0 0 233 255 0 12 0 267 0 0 0 0 0 957 8:00-9:00 0 235 178 0 413 5 186 0 0 191 212 0 7 0 219 0 0 0 0 0 823 PEAK HOUR 7:15-8:15 0 316 201 0 517 6 216 0 0 222 302 0 12 0 314 0 0 0 0 0 1053 PM 4:00-4:15 70 90 0 160 5 77 0 82 67 0 1 68 0 310 4:15-4:30 62 89 0 151 2 57 0 59 66 1 1 68 0 278 4:30-4:45 86 88 0 174 6 76 0 82 59 1 0 60 0 316 4:45-5:00 85 99 0 184 7 78 0 85 77 0 0 77 0 346 5:00-5:15 73 122 0 195 11 67 0 78 77 0 1 78 0 351 5:15-5:30 74 110 1 185 8 97 0 105 73 1 0 74 0 364 5:30-5:45 72 87 0 159 7 84 0 91 77 0 0 77 0 327 5:45-6:00 50 77 0 127 6 81 0 87 55 2 0 57 0 271 2 Hr Totals 0 572 762 1 1335 52 617 0 0 669 551 0 5 3 559 0 0 0 0 0 2563 1 Hr Totals 4:00-5:00 0 303 366 0 669 20 288 0 0 308 269 0 2 2 273 0 0 0 0 0 1250 4:15-5:15 0 306 398 0 704 26 278 0 0 304 279 0 2 2 283 0 0 0 0 0 1291 4:30-5:30 0 318 419 1 738 32 318 0 0 350 286 0 2 1 289 0 0 0 0 0 1377 4:45-5:45 0 304 418 1 723 33 326 0 0 359 304 0 1 1 306 0 0 0 0 0 1388 5:00-6:00 0 269 396 1 666 32 329 0 0 361 282 0 3 1 286 0 0 0 0 0 1313 PEAK HOUR 4:45-5:45 0 304 418 1 723 33 326 0 0 359 304 0 1 1 306 0 0 0 0 0 1388 69 HOLLINS ROAD & MASON MILL ROAD HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY. Counted by:VCU �]�p Intersection of:Hollins Rd Date:August 24,2022 Wednesday and:Mason Mill Rd Weather:Warm,Clear G/r)ltp Lo==ok VA Entered by:CK Star Rating:5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST N+S on: Hollins Rd on: Mason Mill Rd on: on: Hollins Rd + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 8 2 0 10 1 2 0 3 2 0 0 2 0 15 7:15-7:30 3 2 0 5 0 2 0 2 1 0 0 1 0 8 7:30-7:45 9 0 0 9 0 2 0 2 2 0 0 2 0 13 7:45-8:00 7 0 0 7 1 3 0 4 1 0 0 1 0 12 8:00-8:15 4 2 0 6 0 5 0 5 0 0 0 0 0 11 8:15-8:30 6 1 0 7 0 2 0 2 1 0 0 1 0 10 8:30-8:45 1 1 0 2 0 7 0 7 1 0 0 1 0 10 8:45-9:00 4 1 0 5 0 5 0 5 0 0 0 0 0 10 2 H Totals 0 42 9 0 51 2 28 0 0 30 8 0 0 0 8 0 0 0 0 0 89 1 Hr Totals 7:00-8:00 0 27 4 0 31 2 9 0 0 11 6 0 0 0 6 0 0 0 0 0 48 7:15-8:15 0 23 4 0 27 1 12 0 0 13 4 0 0 0 4 0 0 0 0 0 44 7:30-8:30 0 26 3 0 29 1 12 0 0 13 4 0 O 0 4 0 0 0 0 0 46 7:45-8:45 0 18 4 0 22 1 17 0 0 18 3 0 0 0 3 0 0 0 0 O 43 8:00-9:00 0 15 5 0 20 0 19 0 0 19 2 0 0 0 2 0 0 0 0 0 41 PEAK HOUR 7:15-8:15 0 23 4 0 27 1 12 0 0 13 4 0 0 0 4 O 0 0 0 0 44 Percent HV 0% 7% 2% 0% 5% 14% 5% 0% 0% 6% 1% 0% 0% 0% 1% 0% 0% 0% 0% 0% 4% PM 4:00-4:15 2 0 0 2 1 9 0 10 1 0 0 1 0 13 4:15-4:30 1 3 0 4 0 4 0 4 1 1 0 2 0 10 4:30-4:45 5 1 0 6 0 4 0 4 2 0 0 2 O 12 4:45-5:00 4 0 0 4 1 2 0 3 2 0 0 2 0 9 0 8 5:00-5:15 3 2 0 5 0 3 0 3 0 0 0 0 5:15-5:30 3 2 0 5 0 2 0 2 1 0 0 1 0 8 5:30-5:45 1 0 0 1 0 1 0 1 1 0 0 1 0 3 5:45-6:00 2 1 0 3 0 2 0 2 0 0 0 0 0 5 2 H r Totals 0 21 9 0 30 2 27 0 0 29 8 0 1 0 9 0 0 0 0 0 68 1 Hr Totals 4:00-5:00 0 12 4 0 16 2 19 0 0 21 6 0 1 0 7 0 0 0 0 0 44 4:15-5:15 0 13 6 0 19 1 13 0 0 14 5 0 1 0 6 0 0 0 0 0 39 4:30-5:30 0 15 5 0 20 1 11 0 0 12 5 0 0 0 5 0 0 0 0 0 37 4:45-5:45 0 11 4 0 15 1 8 0 0 9 4 0 0 0 4 0 0 0 0 0 28 5:00-6:00 0 9 5 O 14 0 8 0 0 8 2 0 0 0 2 0 0 0 0 0 24 PEAK HOUR 4:45-5:45 0 11 4 0 15 1 8 0 0 9 4 0 0 0 4 0 0 0 0 0 28 Percent HV 0% 3% 1% 0% 2% 3% 2% 0% 0% 2% 1% O% O% 0% 1% 0% 0^/0 0% 0% 0% 2% 70 HOLLINS ROAD & MASON MILL ROAD PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Intersection of:Hollins Rd Date:August 24,2022 Wednesday 1ffi- and:Mason Mill Rd Weather:Warm,Clear t"11 Nip Location:Roanoke,VA Entered by:CK Star Rating:5 /� NORTH LEG SOUTH LEG EAST LEG WEST LEG Hollins Rd Hollins Rd Mason Mill Rd TIME AM 7:00-7:15 0 0 0 7:15-7:30 0 0 0 7:30-7:45 0 0 0 7:45-8:00 0 0 0 8:00-8:15 0 0 0 8:15-8:30 0 0 0 8:30-8:45 0 0 0 8:45-9:00 0 0 0 0 TOTALS 0 0 0 PM 4:00-4:15 0 2 0 4:15-4:30 0 0 0 4:30-4:45 0 0 0 4:45-5:00 0 0 0 5:00-5:15 0 0 0 5:15-5:30 0 0 0 5:30-5:45 0 0 0 5:45-6:00 0 0 0 TOTALS 0 2 0 0 71 HOLLINS ROAD & MASON MILL ROAD TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Hollins Rd Date:August 24,2022 Wednesday Trr�'kw�' and:Mason Mill Rd Weather:Warm,Clear (.��Up Location:Roanoke,VA Entered by:CK Star Rating:5 TAL TFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TN RA -S on: Hollins Rd on: Hollins Rd on: Mason Mill Rd on: TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL PoGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL + AM 7:00-7:15 0 70 39 0 109 1 61 0 0 62 64 0 0 0 64 0 0 0 0 0 235 7:15-7:30 0 76 49 0 125 1 54 0 0 55 68 0 1 0 69 0 0 0 0 0 249 7:30-7:45 0 90 58 0 148 1 37 0 0 38 86 0 3 0 89 0 0 0 0 0 275 7:45-8:00 0 92 58 0 150 4 78 0 0 82 75 0 5 0 80 0 0 0 0 0 312 8:00-8:15 0 81 40 0 121 1 59 0 0 60 77 0 3 0 80 0 0 0 0 0 261 8:15-8:30 0 64 56 0 120 1 48 0 0 49 60 0 1 0 61 0 0 0 0 0 230 8:30-8:45 0 50 38 0 88 2 58 0 0 60 46 0 3 0 49 0 0 0 0 0 197 8:45-9:00 0 55 49 0 104 1 40 0 0 41 31 0 0 0 31 0 0 0 0 0 176 2 Hr Totals 0 578 387 0 965 12 435 0 0 447 507 0 16 0 523 0 0 0 0 0 1935 1 Hr Totals 7:00-8:00 0 328 204 0 532 7 230 0 0 237 293 0 9 0 302 0 0 0 0 0 1071 7:15-8:15 0 339 205 0 544 7 228 0 0 235 306 0 12 0 318 0 0 0 0 0 1097 7:30-8:30 0 327 212 0 539 7 222 0 0 229 298 0 12 0 310 0 0 0 0 0 1078 7:45-8:45 0 287 192 0 479 8 243 0 0 251 258 0 12 0 270 0 0 0 0 0 1000 800-900 0 250 183 0 433 5 205 0 0 210 214 0 7 0 221 0 0 0 0 0 864 PEAK HOUR 7:15-8:15 0 339 205 0 544 7 228 0 0 235 306 0 12 0 318 0 0 0 7PHF PM4:00-4:15 0 72 90 0 162 6 86 0 0 92 68 0 0 1 69 0 0 0 4:15-4:30 0 63 92 0 155 2 61 0 0 63 67 0 2 1 70 0 0 0 4:30-4:45 0 91 89 0 180 6 80 0 0 86 61 0 1 0 62 0 0 0 4:45-5:00 0 89 99 0 188 8 80 0 0 88 79 0 0 0 79 0 0 0 0 0 355 5:00-5:15 0 76 124 0 200 11 70 0 0 81 77 0 0 1 78 0 0 0 0 0 359 5:15-5:30 0 77 112 1 190 8 99 0 0 107 74 0 1 0 75 0 0 0 0 0 372 5:30-5:45 0 73 87 0 160 7 85 0 0 92 78 0 0 0 78 0 0 0 0 0 330 5:45-6:00 0 52 78 0 130 6 83 0 0 89 55 0 2 0 57 0 0 0 0 0 276 2 Hr Totals 0 593 771 1 1365 54 644 0 0 698 559 0 6 3 568 0 0 0 0 0 2631 1 Hr Totals 4:00-5:00 0 315 370 0 685 22 307 0 0 329 275 0 3 2 280 0 0 0 0 0 1294 4:15-5:15 0 319 404 0 723 27 291 0 0 318 284 0 3 2 289 0 0 0 0 0 1330 4:30-5:30 0 333 424 1 758 33 329 0 0 362 291 0 2 1 294 0 0 0 0 0 1414 4:45-5:45 0 315 422 1 738 34 334 0 0 368 308 0 1 1 310 0 0 0 0 0 1416 5:00-6:00 0 278 401 1 680 32 337 0 0 369 284 0 3 1 288 0 0 0 0 0 1337 PEAK HOUR 4:45-5:45 0 315 422 1 738 34 334 0 0 368 308 0 1 1 310 0 0 0 0 0 1416 PHF 0.952 72 CARS TURNING MOV MENTMOV MENT OpSUMMARY c qL np3 1./� 112 . . . . .. . . . 2. MASON ILL ROAD & 13TH STREET 73 FTRUCKSTUTRNI"lMENT COUNT-SUMMARY l"rk .. GZ MASON MILL ROAD & 13TH STREET 74 PEDESTRIAN OBSERVATIONS-SUMMARY Counted 6y:VCU Date:August 24,2022 Interseclion of:Craig Rd-13th St-Overlook Rd Xt- and:Mason Mill Rd Weather.Warm,Clear CrrrJfii' Location:Roanoke,Virginia Entered by:CK FROM NORTH FROM SOUTH FROM EAST FROM WEST FROM NORTHEAST AM Craig Rd 13th St Mason Mill Rd Mason Mill Rd Overlook Rd TOTALS AM 0 0 0 0 7:00-7:15 0 0 0 0 3 7:15-7:30 0 0 0 0 0 10 11 7:30.7:45 0 1 0 1 4 2 7:45-8:00 1 0 0 p 0 8:00.6:15 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 8:3D-8:45 0 0 0 8:45-9:00 0 0 0 0 0 1 2 p 4 8 Totals PM 0 0 0 0 4:00-4:15 0 0 p p D 0 4:15-4:30 0 0 p 0 0 0 4:30-4:45 0 0 0 1 2 0 4:455:00 0 1 0 0 0 0 5:00-5:15 0 0 0 p 0 0 5:15-5:30 0 0 0 p 0 0 5:30.5:45 0 0 0 p 0 5'45-0:00 0 0 0 0 1 0 0 1 2 Totals MASON MILL ROAD & 13TH STREET 75 TOTAL TURNING MOVEMENT GOUNT-SUMMARY xxeraLaranan.Rwmaa,vxpxa nma as Com'-.= M.cx nev xx aan�w-x ��� nna xcnrx rnw awm rnw aur noxxear rnox xpnmw 'I p.e.l.w nx x.a r,�y � x..enxp ne xa..wrta 41 4111 2 74 21 MASON MILL ROAD & 13TH STREET 76 MASON MILL ROAD & 20TH STREET CARS TURNING MOVEMENT COUNT-SUMMARY MR Counted by:VCU Intersection of:Mason Mill Rd Date:August 24,2022 Wednesday and:20th St Weather:Warm,Clear Location:Roanoke,VA Entered by:CK Star Rating:4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Mason Mill Rd on: Mason Mill Rd on: 20th St on: N+S TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL PoGHT THRU LEFT U-TN TOTAL.RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 0 4 0 4 0 0 0 0 0 0 0 0 0 4 7:15-7:30 1 4 0 5 0 0 0 0 1 0 0 1 0 6 7:30-7:45 0 8 0 8 0 1 0 1 2 0 0 2 0 11 7:45-8:00 1 4 0 5 1 0 0 1 6 0 0 6 0 12 8:00-8:15 0 2 0 2 0 0 0 0 1 0 0 1 0 3 8:15-8:30 0 2 1 3 0 0 0 0 2 0 0 2 0 5 8:30-8:45 0 2 0 2 0 1 0 1 1 1 0 2 0 5 8:45-9:00 0 1 0 1 0 0 0 0 2 0 0 2 0 3 2 Hr Totals 0 2 27 1 30 1 2 0 0 3 15 0 1 0 16 0 0 0 0 0 49 1 Hr Totals 7:00-8:00 O 2 20 0 22 1 1 0 0 2 9 0 0 0 9 0 0 0 0 0 33 7:15-8:15 0 2 18 0 20 1 1 0 0 2 10 O 0 0 10 0 0 0 O 0 32 7:30-8:30 0 1 16 1 18 1 1 0 0 2 11 0 0 0 11 0 0 0 0 0 31 7:45-8:45 0 1 10 1 12 1 1 0 0 2 r6o 0 11 0 0 0 0 0 25 8:00-9:00 0 0 7 1 8 0 1 0 0 1 0 7 0 0 0 0 0 16 PEAK HOUR 7:00-8:00 0 2 20 0 22 1 1 0 0 20 9 - 0 O 0 0 0 33 PM 4:00-4:15 0 9 0 9 0 2 0 2 1 4 II, 0 15 4:15-4:30 0 1 0 1 0 0 0 0 0 2 0 3 4:30-4:45 0 6 0 6 0 0 0 0 0 3 0 9 4:45-5:00 3 7 0 10 2 0 0 2 0 2 0 14 5:00-5:15 0 3 0 3 1 1 0 2 0 , 0 115:15-5:30 0 11 0 11 3 0 0 3 0 2 0 165:30-5:45 0 8 1 9 1 0 0 1 0 5 0 155:45-6:00 0 4 0 4 0 0 0 0 0 3 72 Hr Totals 0 3 49 1 53 7 3 0 0 10 1 27 11 0 0 0 0 90 1 Hr Totals 4:00-5:00 0 3 23 0 26 2 2 0 0 4 10 0 0 1 11 0 0 0 0 0 41 4:15-5:15 0 3 17 0 20 3 1 0 0 4 13 0 0 0 13 0 0 0 0 0 37 4:30-5:30 0 3 27 0 30 6 1 0 0 7 13 0 0 0 13 0 0 0 0 0 50 4:45-5:45 0 3 29 1 33 7 1 0 0 8 14 0 1 0 15 0 0 0 0 0 56 5:00-6:00 0 0 26 1 27 5 1 0 0 6 15 0 1 0 16 1 0 0 0 0 0 49 PEAK HOUR 4:45-5:45 0 3 29 1 33 7 1 0 0 8 14 0 1 0 15 0 0 0 0 0 56 77 MASON MILL ROAD & 20TH STREET HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU �if---r Intersection of:Mason Mill Rd Date:August 24,2022 Wednesday and:20th St Weather:Warts,Clear Location:Roanoke,VA Entered by:CK Star Rating:4 !, TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TO on: Mason Mill Rd on: Mason Mill Rd on: 20th St on: TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL 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 1 0 1 0 0 0 0 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 1 0 1 0 0 0 0 0 0 0 0 0 1 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 2 Hr Totals 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 Hr Totals 7:00-8:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15-8:15 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30-8:30 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 to 7:45-8:45 0 0 1 0 1 0 0 0 0 0 0 0 0 0 018:00-9:00 0 0 1 0 1 0 0 0 0 0 0 0 0 01PEAK HOUR7:00-8:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 01Percent HV 0% 0% 5% 0% 4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 3%PM 4:00-4:15 0 1 0 1 0 0 0 0 0 0 0 014:15-4:30 0 1 0 1 0 0 0 0 0 0 0 014:30-4:45 0 0 0 0 0 1 0 1 0 0 0 014:45-5:00 0 0 0 0 0 0 0 0 0 0 0 05:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 05:15-5:30 0 0 0 0 0 0 0 0 1 0 0 1 1 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 2 Hr Totals 0 0 2 0 2 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 4 1 Hr Totals 4:00-5:00 0 0 2 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 4:15-5:15 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 4:30-5:30 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2 4:45-5:45 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 5:00-6:00 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 PEAK HOUR 4:45-5:45 0 0 0 0 0 0 0 0 0 10 1 0 0 0 1 0 0 0 0 0 1 Percent HV 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 7% 0% 0% 0% 6% 0% 0% 0% 0°/ 0% 2% 78 MASON MILL ROAD & 20TH STREET PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Intersection of:Mason Mill Rd Date:August 24,2022 Wednesday and:20th St Weather:Warm,Clear G/�Jw1p Location:RoanokGe,VA Entered by:CK Star Rating:4 /� SOUTH LEG EAST LEG WEST LEG NORTH LE Mason Mill Rd Mason Mill Rd 211th St TIME AM 7:00-7:15 0 0 0 7:15-7:30 0 0 0 7:30-7:45 0 0 0 7:45-8:00 0 0 0 8:00-8:15 0 0 0 8:15-8:30 0 0 0 8:30-8:45 0 0 0 8:45-9:00 0 0 0 TOTALS 0 0 0 0 PM 4:00-4:15 0 0 0 4:15-4:30 0 0 0 4:30-4:45 0 0 0 4:45-5:00 0 0 0 5:00-5:15 0 0 0 5:15-5:30 0 0 0 5:30-5:45 0 0 0 5:45-8:00 0 0 0 TOTALS 0 0 0 0 79 MASON MILL ROAD & 20TH STREET TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Mason Mill Rd Date:August 24,2022 Wednesday and:20th St Weather:Warm,Clear Location:Roanoke,VA Entered by:CK Star Rating:4 !' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on. Mason Mill Rd on: Mason Mill Rd on: 20th St on: N+S + TIME PoGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:15-7:30 0 1 4 0 5 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 6 7:30-7:45 0 0 9 0 9 0 1 0 0 1 2 O 0 0 2 0 0 0 0 0 12 7:45-8:00 0 1 4 0 5 1 0 0 0 1 6 0 0 0 6 0 0 0 0 0 12 8:00-8:15 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 ! 0 0 0 0 0 3 8:15-8:30 0 0 3 1 4 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 6 8:30-8:45 0 0 2 0 2 0 1 0 0 1 1 0 1 0 2 0 0 0 0 0 5 8:45-9:00 0 0 1 0 1 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 3 2 Hr Totals 0 2 29 1 32 1 2 0 0 3 15 0 1 0 16 0 0 0 0 0 51 1 Hr Totals 7:00-8:00 0 2 21 0 23 1 1 0 0 2 9 0 0 0 9 0 0 0 0 0 34 7:15-8:15 0 2 19 0 21 1 1 0 0 2 10 0 0 0 10 0 0 0 0 0 33 7:30-8:30 0 1 18 1 20 1 1 0 0 2 11 0 0 0 11 0 0 0 0 0 33 7:45-8:45 0 1 11 1 13 1 1 0 0 2 10 0 1 0 11 0 0 0 0 0 26 8:00-9:00 0 0 8 1 9 0 1 0 0 1 6 0 1 0 7 0 0 0 0 0 17 PEAK HOUR 7:00-8:00 0 2 21 T20 1 0 0 2 9 0 0 0 9 1 0 0 0 0 0 34 PHF 0.708 PM 4:00-4:15 0 0 10 2 0 0 2 3 0 0 1 4 0 0 0 0 0 16 4:15.4:30 0 0 2 0 0 0 0 2 0 0 0 2 0 0 0 0 0 4 4:30-4:45 0 0 6 1 0 0 1 3 0 0 0 3 0 0 0 0 0 10 4:45-5:00 0 3 7 0 10 2 0 0 0 2 2 0 0 0 2 1 0 0 0 0 0 14 5:00-5:15 0 0 3 0 3 1 1 0 0 2 6 0 0 0 6 0 0 0 0 0 11 5:15-5:30 0 0 11 0 11 3 0 0 0 3 3 0 0 0 3 0 0 0 0 0 17 5:30-5:45 0 0 8 1 9 1 0 0 0 1 4 0 1 0 5 0 0 0 0 0 15 5:45-6:00 0 0 4 0 4 0 0 0 0 0 3 O 0 0 3 0 0 0 0 0 7 2 Hr Totals 0 3 51 1 55 7 4 0 0 11 26 0 1 1 28 0 0 0 0 0 94 1 Hr Totals 4:00-5:00 0 3 25 0 28 2 3 0 0 5 10 0 0 1 11 0 0 0 0 0 44 4:15-5:15 0 3 18 0 21 3 2 0 0 5 13 0 0 0 13 0 0 0 0 0 39 4:30-5:30 0 3 27 0 30 6 2 O 0 8 14 0 0 0 14 0 0 0 0 0 52 4:45-5:45 0 3 29 1 33 7 1 0 0 8 15 0 1 0 16 0 0 0 0 0 57 5:00-6:00 0 0 26 1 27 5 1 0 0 6 16 0 1 0 17 0 0 0 0 0 50 PEAK HOUR 4:45.5:45 1 0 3 29 1 33 7 1 0 0 8 15 0 1 0 16 0 0 0 0 0 57 PHF 0.838 80 MANNING ROAD & 20TH STREET CARS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Manning Rd Date:August 24,2022 Wednesday and:20th St Weather:Warm,Clear (T[I�J�/p � Location:Roanoke,VA Entered by:CK Star Rating:4 !' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: 20th St on: 20th St N+S on: Manning Rd on: Manning Rd + TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 1 7 0 0 8 1 6 1 0 8 2 1 1 0 4 7 5 0 1 13 33 7:15-7:30 0 4 1 0 5 1 6 2 0 9 2 1 0 0 3 7 1 0 0 8 25 7:30-7:45 1 3 1 0 5 1 4 3 0 8 1 0 6 0 7 6 8 0 1 15 35 7:45-8:00 0 6 2 0 8 2 13 5 0 20 1 3 1 0 5 9 1 0 0 10 43 8:00-8:15 1 5 0 0 6 0 8 2 0 10 4 1 3 0 8 7 2 0 1 10 34 8:15-8:30 0 10 3 0 13 0 5 2 0 7 0 3 2 0 5 3 1 0 0 4 29 8:30-8:45 0 0 0 0 0 2 8 2 0 12 3 7 1 0 11 2 1 1 0 4 27 8:45-9:00 0 4 0 0 4 0 3 9 0 12 0 2 0 0 2 1 7 1 0 9 27 2 Hr Totals 3 39 7 0 49 7 53 26 0 86 13 18 14 0 45 42 26 2 3 73 253 1 Hr Totals 7:00-8:00 2 20 4 0 26 5 29 11 0 45 6 5 8 0 19 29 15 0 2 46 136 7:15-8:15 2 18 4 0 24 4 31 12 0 47 8 5 10 0 23 29 12 0 2 43 137 7:30-8:30 2 24 6 0 32 3 30 12 0 45 6 7 12 0 25 25 12 0 2 39 141 7:45-8:45 1 21 5 0 27 4 34 11 0 49 8 14 7 0 29 21 5 1 1 28 133 8:00-9:00 1 19 3 0 23 2 24 15 0 41 7 13 6 0 26 13 11 2 1 27 117 PEAK HOUR 7:30-8:30 2 24 6 T15 0 12 0 45 6 7 12 0 25 25 12 0 2 39 141 PM 4:00-4:15 0 8 0 7 5 0 16 0 3 6 0 9 11 4 1 0 16 49 4:15-4:30 2 7 1 9 5 0 15 2 3 5 0 10 5 4 2 0 11 46 4:30-4:45 1 15 1 1 3 0 16 1 6 4 0 11 5 4 1 0 10 54 4:45-5:00 0 14 1 8 5 0 14 0 4 2 0 6 11 6 1 0 18 53 5:00-5:15 1 19 1 0 11 0 36 1 5 3 0 9 5 4 1 0 10 76 5:15-5:30 1 10 3 0 14 3 14 2 0 19 7 5 3 0 15 9 7 0 0 16 64 5:30-5:45 0 10 1 0 11 1 8 3 0 12 0 6 5 0 11 9 4 0 0 13 47 5:45-6:00 1 4 2 1 8 6 6 3 0 15 0 4 1 0 5 7 3 3 0 13 41 2 Hr Totals 6 87 10 1 104 23 83 37 0 143 11 36 29 O 76 62 36 9 O 107 430 1 Hr Totals 4:00-5:00 3 44 3 0 50 8 35 18 0 61 3 16 17 0 36 32 18 5 0 55 202 4:15-5:15 4 55 4 0 63 9 48 24 0 81 4 18 14 0 36 26 18 5 0 49 229 4:30-5:30 3 58 6 0 67 11 53 21 0 85 9 20 12 0 41 30 21 3 0 54 247 4:45-5:45 2 53 6 0 61 10 50 21 0 81 8 20 13 0 41 34 21 2 0 57 240 5:00-6:00 3 43 7 1 54 15 48 19 0 82 8 20 12 0 40 30 18 4 0 52 228 PEAK HOUR 4:30-5:30 3 58 6 0 67 11 53 21 0 85 9 20 12 0 41 30 21 3 0 54 247 81 MANNING ROAD & 20TH STREET HEAVY TRUCKS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU ], Intersection of:Manning Rd Date:August 24,2022 Wednesday ,(r,{j;�, and:20th St Weather:Warm,Clear �T���ll//��rn Location:Roanoke,VA Entered by:CK Star Rating:4 Y TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Manning Rd on: Manning Rd on: 20th St on: 20th St N+S TIME RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E+W AM 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 2 7:15-7:30 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 7:30-7:45 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 2 0 0 0 2 5 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2 8:00-8:15 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 1 0 1 0 2 5 8:15-8:30 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 0 0 1 3 8:30-8:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 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 2 Hr Totals 0 2 1 0 3 2 2 0 0 4 2 2 3 0 7 5 0 1 0 6 20 1 Hr Totals 7:00-8:00 0 0 1 0 1 1 1 0 0 2 1 2 2 0 5 3 0 0 0 3 11 7:15-8:15 0 1 1 0 2 1 2 0 0 3 2 2 0 0 4 4 0 1 0 5 14 7:30-8:30 0 1 0 0 1 2 2 0 0 4 1 2 1 0 4 5 0 1 0 6 15 7:45-8:45 0 2 0 0 2 1 1 0 0 2 1 1 1 0 3 3 0 1 0 4 11 8:00-9:00 0 2 0 0 2 1 1 0 0 2 1 0 1 0 2 2 0 1 0 3 9 PEAK HOUR 7:30-8:30 0 1 0 0 1 2 2 0 0 4 1 2 1 0 4 5 0 1 0 6 15 Percent HV 0% 4% 0% 0% 3% 40% 16 0% 0% 8% 14% 22% 8% 0% 14% 17% 0% 100% 0% 13% 10% PM 4:00-4:15 0 0 0 0 0 0 0 0 0 0 1 1 1 0 3 1 0 0 0 1 4 4:15-4:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:30-4:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 5:00-5:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15-5:30 1 0 1 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 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 2 Hr Totals 1 3 1 0 5 0 1 0 0 1 1 1 2 0 4 1 0 0 0 1 11 1 Hr Totals 4:00-5:00 0 2 0 0 2 0 0 0 0 0 1 1 2 0 4 1 0 0 0 1 7 4:15-5:15 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 o a 4 4:30-5:30 1 2 1 0 4 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 6 4:45-5:45 1 1 1 0 3 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 5 5:00-6:00 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4 PEAK HOUR 430-5:30 1 2 1 0 4 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 6 Percent HV 25% 3% 14% 0% 6% 0% 2% 0% 0% 1% 0% 0% 8% 0% 2% 0% 0% 0% 0% 0% 2% 82 MANNING ROAD & 20TH STREET PEDESTRIAN OBSERVATIONS-SUMMARY Counted by:VCU Intersection of:Manning Rd Date:August 24,2022 Wednesday and:20th St Weather:Warm,Clear (,JrX/p Location:Roanoke,VA Entered by:CK Star Rating:4 t� SOUTH LEG EAST LEG WEST LEG NORTH LEG 20th St 20th St Manning Rd Manning Rd TIME AM 0 1 7:00-7:15 2 0 7:15-7:30 0 0 0 0 7:30-7:45 28 0 0 0 7:45-8:00 0 0 0 0 8:00-8:15 17 0 13 0 8:15-8:30 1 0 1 0 8:30-8:45 0 0 0 0 8:45-9:00 0 0 0 0 TOTALS 48 0 14 1 PM 4.00-4.15 11 1 0 0 4:15-4:30 0 0 0 0 4:30-4:45 0 0 0 0 4:45-5:00 8 1 1 0 5:00-5:15 1 0 0 0 5:15-5:30 0 0 0 0 5:30-5:45 0 0 0 0 0 0 5:45-6:00 0 2 1 0 TOTALS 20 83 MANNING ROAD & 20TH STREET TOTALS TURNING MOVEMENT COUNT-SUMMARY Counted by:VCU Intersection of:Manning Rd Date:August 24,2022 Wednesday and:20th St Weather:Warm,Clear �01/h Location:Roanoke,VA Entered by:CK Star Rating:4 6/ /' TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Manning Rd on: Manning Rd on: 20th St on: 20th St TIME PoGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U•TN TOTAL FIGHT THRU LEFT U-TN TOTAL E+ AM 7:00-7:15 1 7 0 0 8 1 6 1 0 8 2 1 3 0 6 7 5 0 1 13 35 7:15-7:30 0 4 2 0 5 1 6 2 0 9 3 1 0 0 4 7 1 0 0 8 27 7:30-7:45 1 3 1 0 5 2 5 3 0 10 1 1 6 0 8 8 8 0 1 17 40 7:45-8:00 0 6 2 0 8 2 13 5 0 20 1 4 1 0 6 10 1 0 0 11 45 8:00.8:15 1 6 0 0 7 0 9 2 0 11 5 1 3 0 9 8 2 1 1 12 39 8:15-8:30 0 10 3 0 13 1 5 2 O 8 0 3 3 0 6 4 1 0 0 5 32 8:30-8:45 0 1 0 0 1 2 8 2 0 12 3 7 1 0 11 2 1 1 0 4 28 8:45-9:00 0 4 0 0 4 0 3 9 0 12 0 2 0 0 2 1 7 1 0 9 27 2 Hr Totals 3 41 8 0 52 9 55 26 0 90 15 20 17 0 52 47 26 3 3 79 273 1 Hr Totals 7:00-8:00 2 20 5 0 27 6 30 11 0 47 7 7 10 0 24 32 15 0 2 49 147 7:15-8A5 2 19 5 0 26 5 33 12 0 50 10 7 10 0 27 33 12 1 2 48 151 7:30-8:30 2 25 6 0 33 5 32 12 0 49 7 9 13 0 29 30 12 1 2 45 156 7:45-8:45 1 23 5 0 29 5 35 11 0 51 9 15 8 0 32 24 5 2 1 32 144 8:00-9:00 1 21 3 0 25 3 25 15 0 43 8 13 7 O 28 15 11 3 1 30 126 PEAK HOUR 7:30.8:30 2 25 6 0 33 5 32 12 0 49 7 9 13 0 29 30 12 1 2 45 156 PHF 0.867 PM 4:00-4:15 0 8 0 0 8 4 7 5 0 16 1 4 7 0 12 12 4 1 0 17 53 4:15-4:30 2 8 1 0 11 1 9 5 O 15 2 3 5 0 10 5 4 2 0 11 47 4:30-4:45 1 16 1 0 18 2 11 3 0 16 1 6 4 0 11 5 4 1 0 10 55 4:45-5:00 0 14 1 0 15 1 8 5 0 14 0 4 3 0 7 11 6 1 0 18 54 5:00-5:15 1 20 1 0 22 5 20 11 0 36 1 5 3 0 9 5 4 1 0 10 77 5:15-5:30 2 10 4 0 16 3 15 2 0 20 7 5 3 0 15 9 7 0 0 16 67 5:30-5:45 0 10 1 0 11 1 8 3 0 12 0 6 5 0 11 9 4 0 0 13 47 5:45-6:00 1 4 2 1 8 6 6 3 0 15 0 4 1 0 5 7 3 3 0 13 41 2 Hr Totals 7 90 11 1 109 23 84 37 0 144 12 37 31 0 80 63 36 9 0 108 441 1 Hr Totals 4:00-5:00 3 46 3 0 52 8 35 18 0 61 4 17 19 0 40 33 18 5 0 56 209 4:15-5:15 4 58 4 0 66 9 48 24 0 81 4 18 15 0 37 26 18 5 0 49 233 4:30-5:30 4 60 7 0 71 11 54 21 0 86 9 20 13 0 42 30 21 3 0 54 253 4:45-5:45 3 54 7 0 64 10 51 21 0 82 8 20 14 0 42 34 21 2 0 57245 5:00-6:00 4 44 8 1 57 15 49 19 0 83 8 20 12 0 40 30 18 4 0 52 232 PEAK HOUR 4:30-5:30 4 60 7 0 71 11 54 21 0 86 9 20 13 0 42 30 21 3 0 54 253 PHF 0.821 84 Appendix E Existing Signal Timing Information Traffic Study ,WN � Mixed Use Community—East Orange Avenue—Roanoke City,VA December 16,2022 85 n,sAres ORANGE/HOLLINS FYA W W W a a = O o a O O O I HOLLINS I O =PHASE O I FYA I PHASE 3 O I O O PHASE 7 FYA I o PHASE 4 ■ 000 I O O O Ln W W � N CL a FYA 861 US-460 (ORANGE AVE) & HOLLINS RD Phase Timing 11/2/2022 11:22:20 AM Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Min Green 3 10 1 3 5 3 1 10 3 5 0 0 0 0 0 0 0 0 Veh Ext 2.0 4.0 2.0 2.0 2.0 4.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Green 1 20 45 20 25 25 45 20 25 0 0 0 0 0 0 0 0 Max Green 2 25 65 25 35 35 65 25 35 0 0 0 0 0 0 0 0 Max Green 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yellow 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Cir 2.0--2 0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Adv Flash 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 Bike MG 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Walk 0 7 0 7 0 7 0 7 0 0 0 0 0 0 0 0 Ped Cir 0 18 0 18 0 24 0 18 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sol DW 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 Early Wlk 0.0 0.0 0.0 5.0 0.0 0.0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Wlk 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -6.0--0.0- 0.0 0.0 Added 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Initial 0 20 0 0 0 20 0 0 0 0 , 0 0 0 0 0 0 Min Gap 1.0 3.0 1.0 1.0 1.0 3.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Reduce After 5 10 5 10 10 10 5 10 0 0 0 0 0 0 0 0 TTReduce 5 5 5 5 5 5 5 5 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Neg Ped 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 AP Disc 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Pmt Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Ped Cir 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Return Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 87 US-460 (ORANGE AVE) & HOLLINS RD Phase Options 11/2/2022 11:22:20 AM Phases 1-8 9-16 Min Recalls 21 1 1 16 Max Recalls Ped Recalls Soft Recall Dual Entry 21 1416 8 Red Rest Walk Rest Walk Expand Ped Recycle 21 1416 8 Sim Ped Term PC Thru Cir Guar Passage No Simult Gap 1 1314151 7 8 Yel Lock 121 1 1 16 Red Lock PhaseNextLock 11213141516 7 8 No Term Call 11213141516 7 8 Cond Sery CS Enable Cond Reserve Reserve Veh Omit Ped Omit Perm Phase Protect Calls Protect Calls 2 Flash Entry Flash Exit Flash Exit Yel Flash Exit Red Ped Scramble No Min Yel No Min Red Rev Max Scramble Walk Flash Yellow 2 6 Flash FYA CNA 1 CNA 2 88 US-460 (ORANGE AVE) & HOLLINS RD FYA/FRA 11/2/2022 11:22:20 AM FYA 1 2 3 4 5 6 7 8 Prot Phs 1 0 3 0 5 0 7 0 Opp Thru 2 0 4 0 6 0 8 0 Start Phs 0 0 0 0 0 0 0 0 Opp Ped 0 0 0 0 0 0 0 0 Delay 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 Min FYA 3.0 0.0 3.0 0.0 3.0 0.0 3.0 0.0 Skip Prot Red Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Head Mode FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 Ped Hawk 1 Veh Phase Ped Phase Flash Yel F0--01 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 2 Veh Phase [T] Ped Phase m0 Flash Yel PTO-] Dark Signal Yes Flash Delay0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 3 Veh Phase Ped Phase Flash Yel0.0 Dark Signal Yes Flash Delay0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 4 Veh Phase Ped Phase m Flash Yel F6---01 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal 89 AM PEAK US-460 (ORANGE AVE) & HOLLINS RD Coordination Pattern 2 11/2/2022 11:22:20 AM Cycle 120 Ringgroup 1 -Offset 1 70 Offset 2 0 Offset 3 F0 Ringgroup 2-Offset 1 M0 Offset 2 F0 Offset 3 F0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 18 64 18 20 18 64 18 20 0 0 0 0 0 0 0 0 Split Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 8 12 8 12 8 12 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit 15 Perm 2 Start Perm 2 End Alt Sequence 1 1213141TOD Link M0 Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 1 1 16 1 1 1 1 1 Offset Ref Default No Extend 2 Float Enable 1 3 4 7- 8 Adaptive Mode Disabled Veh = Ped Perm Walk Rest 2 6 Disable Priority Ped Recall Progression Phases Cond Ped Call 2 6 Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 1 0 1 0 0 0 0 AOO Recovery Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90 US-460 (ORANGE AVE) & HOLLINS RD Coordination Pattern 2 11/2/2022 11:22:20 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cir 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Veh Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Cir 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 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91 PM PEAK US-460 (ORANGE AVE) & HOLLINS RD - Coordination Pattern 3 11/2/2022 11:22:20 AM Cycle 120 Ringgroup 1 -Offset 1 60 Offset 2 50 Offset 3 Ringgroup 2-Offset 1 r_0__] Offset 2 M Offset 3 FYI Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 S plits28 54 18 20 18 64 18 20 0 0 0 0 0 0 0 0 SpExt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 8 128 12 8 12 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode I Max 2 Walk Rest Yield Ped Permissive Yield Perm 2 Start MPerm 2 End Permissive Limit Efl Alt Sequence 13141 TOD Link Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 6 Offset Ref Default No Extend 2 Adaptive Mode Disabled Float Enable 3 4 5 7 8 Veh = Ped Perm Disable Priority Walk Rest 2 6 Progression Phases Ped Recall Cond Ped Call 2 1 6 Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Recovery Min Green 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 92 US-460 (ORANGE AVE) & HOLLINS RD Coordination Pattern 3 11/2/2022 11:22:20 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cir 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Veh Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Cir 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 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 93 US-460 (ORANGE AVE) & HOLLINS RD TOD Pattern Events 11/2/2022 11:22:20 AM Time DOW Holidays Mode Pattern Offset Event 1 00:00 S M T W T F S Sched 0 0 Event 2 05:45 M T W T F Sched 4 0 Event 3 0630 M T W T F Sched 2 0 Event 4 0800 S S Sched 4 0 Event 5 0900 M T W T F Sched 4 0 Event 6 10:45 S Sched 3 0 Event 7 11:00 S M T W T F Sched 1 0 Event 8 14:30 MTWTF Sched 1 0 Event 9 15:00 M T W T F Sched 3 0 Event 10 1830 S M T W T F S Sched 1 0 Event 11 20:30 SMTWTFS Sched 4 0 Event 12 22:00 S M T W T F S Sched 0 0 Event 13 16:30 M T W T F Sched 13 0 Event 14 17:30 M T W T F Sched 3 0 Event 15 0000 Sched 0 0 Event 16 0000 Sched 0 0 Event 17 00:00 Sched 0 0 Event 18 00:00 Sched 0 0 Event 19 0000 Sched 0 0 Event 20 00:00 Sched 0 0 Event 21 00:00 Sched 0 0 Event 22 00:00 Sched 0 0 Event 23 00:00 Sched 0 0 Event 24 00:00 Sched 0 0 Event 25 00:00 Sched 0 0 Event 26 00:00 Sched 0 0 Event 27 00:0-01 Sched 0 0 Event 28 00:00 Sched 0 0 Event 29 00:00 Sched 0 0 Event 30 00:00 Sched 0 0 Event 31 00:00 Sched 0 0 Event 32 00:00 Sched 1 0 10 94 ORANGE/13TH P6 FP6� FYA-CH13 P1 P1 �® FP5 P5 FYA-CH15 --J P2 P2 CABINET 95 US-460 (ORANGE AVE) & 13TH ST Phase Timing 11/2/2022 11:10:51 AM Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Min GreenW41O3.0 5 3 10 0 0 0 0 0 0 0 0 0 0 Veh Ext .02.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Max Green 1 20 20 45 0 0 0 0 0 0 0 0 0 0Max Green 225 25 65 0 0 0 0 0 0 0 0 0 0 Max Green 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Ext 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 Yellow 4.0 4.0 4.0 4.0 4.0 &0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 at 0.0 Red CK 21, 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Adv Flash 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 Bike MG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 0 0 7 0 7 0 0 0 0 0 0 0 0 0 0 Ped Clr 0 0 0 22 1 0 16 1 0 0 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sol DW 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 Early Wlk 0.0 at 0.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 at 0.0 0.0 0.0 Delay Wlk 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 Added 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Initial 0 1 20 1 0 0 0 1 20 1 0 0 0 0 0 0 0 0 0 0 Min Gap 1.0 3.0 2.0 1.0 1.0 3.0 0.0 0.0 0.0 0.0 GA 0.0 &A 0.0 0.0 0.0 Reduce After 5 10 10 5 5 10 0 0 0 0 0 0 0 0 0 0 TTReduce 5 5 5 5 5 5 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N eg Ped 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 AP Disc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Ped Clr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Return Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 96 US-460 (ORANGE AVE) & 13TH ST Phase Options 11/2/2022 11:10:51 AM Phases 1-8 9-16 Min Recalls 21 1 1 16 Max Recalls Ped Recalls Soft Recall Dual Entry 21 1416 8 Red Rest Walk Rest Walk Expand Ped Recycle 21 1416 8 Sim Ped Term PC Thru Cir Guar Passage No Simult Gap 1 31 1517 Yel Lock 2 1 1 16 Red Lock PhaseNext Lock 1 2F3—F4-1516 7 8 No Term Call 1 213141516 7 8 Cond Sery CS Enable Cond Reserve Reserve Veh Omit Ped Omit Perm Phase Protect Calls Protect Calls 2 Flash Entry Flash Exit Flash Exit Yel Flash Exit Red Ped Scramble No Min Yel No Min Red Rev Max Scramble Walk Flash Yellow 2 6 Flash FYA CNA 1 CNA 2 97 US-460 (ORANGE AVE) & 13TH ST FYA/FRA 11/2/2022 11:10:51 AM FYA 1 2 3 4 5 6 7 8 Prot PhsjDisabled ADisabled 0 0 5 0 0 0 Opp Thru0 0 6 0 0 0 Start Phs0 0 0 0 0 0 Opp Ped0 0 0 0 0 0 Delay0.0 0.0 5.0 0.0 0.0 0.0 Min FYA0.0 0.0 3.0 0.0 0.0 0.0 Skip Prot Red Disabled Disabled Disabled Disabled Disabled Disabled Head Mode -FY-A1 --FY--Al FYA 1 FYA 1 FYA 1 FYA 1 Ped Hawk 1 Veh Phase Ped Phase Flash Yel FU-0-1 Dark Signal Yes Flash Delay 0.0 Flash Carryover E0.0 Green Mode FNormal Ped Hawk 2 Veh Phase M0 Ped Phasem Flash Yel 0.0 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 3 Veh Phase 0� Ped Phase Flash YelFU-0-1Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 4 Veh Phase 0 Ped Phase Flash Yel 0.0 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal 98 AM PEAK US-460 (ORANGE AVE) & 13TH ST Coordination Pattern 2 11/2/2022 11:10:51 AM Cycle 120 Ringgroup 1 -Offset 1 55 Offset 2 Offset 3 �0 Ringgroup 2-Offset 1 F0 Offset 2 Offset 3 �0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 10 72 18 20 14 68 0 0 0 0 0 0 0 0 0 0 Split Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 4 12 8 12 8 12 0 0 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 0 1 0 0 0 0 0 Permissive Mode Sing Band Max Mode I Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit FT5_1 Perm 2 Start Perm 2 End �0 Alt Sequence 111 1 TOD Link Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 6 Offset Ref Default No Extend 6 Adaptive Mode Disabled Float Enable 1 3 4 Veh = Ped Perm Disable Priority Walk Rest 2 6 Progression Phases Ped Recall Cond Ped Call2 6 Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 Recovery Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 99 US-460 (ORANGE AVE) & 13TH ST Coordination Pattern 2 11/2/2022 11:10:51 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 Alt Ped Clr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Veh Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Clr 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 PM PEAK US-460 (ORANGE AVE) & 13TH ST Coordination Pattern 3 11/2/2022 11:10:51 AM Cycle 120 Ringgroup 1 -Offset 1 55 Offset 20M Offset 3 M0 Ringgroup 2-Offset 1 F0 Offset 2 M0 Offset 3 M0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 14 68 20 18 10 72 0 0 0 0 0 0 0 0 0 0 Split Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 8 8 4 12 0 0 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit FT5_1 Perm 2 Start Perm 2 End E0 Alt Sequence 111 1 TOD Link �0 Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 1 1 16 Offset Ref Default No Extend 1 1 16 Float Enable 3 4 5 Adaptive Mode Disabled Veh = Ped Perm Walk Rest 2 6 Disable Priority Ped Recall I I I Progression Phases Cond Ped Call 2 1 1 16 1 Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 M Recovery Min Green 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 101 US-460 (ORANGE AVE) & 13TH ST Coordination Pattern 3 11/2/2022 11:10:51 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cir 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ve h Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Cir 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 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 US-460 (ORANGE AVE) & 13TH ST TOD Pattern Events 11/2/2022 11:10:51 AM Time DOW Holidays Mode Pattern Offset Event 1 00:00 SMTWTFS I Sched 0 0 Event 2 05:45 M T W T F Sched 4 0 Event 3 06:30 M T W T F Sched 2 0 Event 4 08:00 S S Sched 4 0 Event 5 09:00 M T W T F Sched 4 0 Event 6 10:45 1 1 1 1 S Sched 3 0 Event 7 11:00 S M T W T F Sched 1 0 Event 8 14:30 MTWTF Sched 1 0 Event 9 15:00 MTWTF Sched 3 0 Event 10 18:30 S M T W T F S I I Sched 1 0 Event 11 20:30 S M T W T I Sched 4 0 Event 12 22:00 S M TIWITJI S I III Sched 0 0 Event 13 07:30 MTWTF Sched 12 0 Event 14 08:15 MTWTF Sched 2 0 Event 15 16:30 MTWTF Sched 13 0 Event 16 17:30 MTWTF Sched 3 0 Event 17 00:00 Sched 0 0 Event 18 00:00 Sched 0 0 Event 19 00:00 Sched 0 0 Event 20 00:00 Sched 0 0 Event 21 00:00 Sched 0 0 Event 22 00:00 Sched 0 0 Event 23 00:00 Sched 0 0 Event 24 00:00 Sched 0 0 Event 25 00:00 Sched 0 0 Event 26 00:00 Sched 0 0 Event 27 00:00 Sched 0 0 Event 28 00:00 Sched 0 0 Event 29 00:00 Sched 0 0 Event 30 00:00 Sched 0 0 Event 31 00:00 Sched 0 0 Event 32 00:00 Sched 0 0 103 ORANGE/GUS-NICKS FP3� OLC OLC-CH11 P2 P2 P5 'ROW'ROW NOW P5 P1 P1 P6 P6 OLA OLA-CH9 PARENT:3 & 6 104 US-460 (ORANGE AVE) & GUS NICKS BLVD Phase Options 11/2/2022 11:12:02 AM Phases 1-8 9-16 Min Recalls 2 1 16 Max Recalls Ped Recalls Soft Recall Dual Entry 2 4 6 8 Red Rest Walk Rest Walk Expand Ped Recycle 2 4 6 8 Sim Ped Term PC Thru Clr Guar Passage No Simult Gap 1 3 5 7 Yel Lock 2 6 Red Lock 1 PhaseNext Lock 1 2 3 415 67 8 No Term Call 1 2 3 4 5 6 7 8 Cond Sery CS Enable Cond Reserve Reserve Veh Omit Ped Omit Perm Phase Protect Calls Protect Calls 2 Flash Entry Flash Exit Flash Exit Yel Flash Exit Red Ped Scramble No Min Yel No Min Red Rev Max Scramble Walk Flash Yellow 2 16 Flash FYA CNA 1 CNA 2 106 US-460 (ORANGE AVE) & GUS NICKS BLVD FYA/FRA 11/2/2022 11:12:02 AM FYA 1 2 3 4 5 6 7 8 Prot Phs 0 0 0 0 0 0 0 0 Opp Thru 0 0 0 0 0 0 0 0 Start Phs 0 0 0 0 0 0 0 0 Opp Ped 0 0 0 0 0 0 0 0 Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Min FYA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Skip Prot Red Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Head Mode I FYA 1 1 FYA 1 1 FYA 1 FYA 1 1 FYA 1 1 FYA 1 FYA 1 FYA 1 Ped Hawk 1 Veh Phase 0� Ped Phase 0� Flash Yel FF01 Dark Signal Yes Flash Delay 0.0 Flash Carryover0.0 Green Mode Normal Ped Hawk 2 Veh Phase F0 Ped Phase M0 Flash Yel 0.0 I Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 3 Veh Phase0l Ped Phase0M Flash Yel 1-0-01Dark Signal I Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 4 Veh Phase F0 Ped Phase Flash Yel 0.0 I Dark Signal I Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal 107 AM PEAK US-460 (ORANGE AVE) & GUS NICKS BLVD Coordination Pattern 2 11/2/2022 11:12:02 AM Cycle 120 Ringgroup 1 -Offset 1 Fi10 Offset 2 F0 Offset 3 F0 Ringgroup 2-Offset 1 M0 Offset 2 F0 Offset 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 18 60 28 14 18 60 0 0 0 0 0 0 0 0 0 0 Split Ext 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 12 8 8 12 0 0 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit 15 Perm 2 Start Perm 2 End F0 Alt Sequence 11121 1 1 1 TOD Link0M Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 1 1 16 1 1 1 1 Offset Ref Default No Extend 1 1 16 Float Enable 1 Adaptive Mode Disabled Veh = Ped Perm Walk Rest Disable Priority Ped Recall Progression Phases Cond Ped Call Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 Recovery Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 US-460 (ORANGE AVE) & GUS NICKS BLVD Coordination Pattern 2 11/2/2022 11:12:02 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cir 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Veh Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Cir 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 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 109 PM PEAK US-460 (ORANGE AVE) & GUS NICKS BLVD Coordination Pattern 3 11/2/2022 11:12:02 AM Cycle 120 Ringgroup 1 -Offset 1 115 Offset 2 Offset 3 0 Ringgroup 2-Offset 1 F0 Offset 2 Offset 3 F0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 18 64 24 14 18 64 0 0 0 0 1 0 0 0 0 0 0 Split Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 12 8 8 12 0 0 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 j 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit 15 Perm 2 Start Perm 2 End �0 Alt Sequence IllTOD Link �0 Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 1 1 16 Offset Ref Default No Extend Float Enable 1 3 4 5 Adaptive Mode Disabled Veh = Ped Perm Walk Rest Disable Priority Ped Recall Progression Phases Cond Ped Call Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omii Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 Recovery Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110 US-460 (ORANGE AVE) & GUS NICKS BLVD Coordination Pattern 3 11/2/2022 11:12:02 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 1 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 Alt Ped Clr 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6- Alt Veh Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Cir 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 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111 US-460 (ORANGE AVE) & GUS NICKS BLVD TOD Pattern Events 11/2/2022 11:12:02 AM Time DOW Holidays Mode Pattern Offset Event 1 00:00 S M T W T F SI I I ISched 0 0 Event 2 05:45 M T W T F Sched 4 0 Event 3 06:30 M T W T I F Sched 2 0 Event 4 08:00 S I S Sched 4 0 Event 5 09:00 MTWTF Sched 4 0 Event 6 10:45 1 S Sched 3 0 Event 7 1100 S M T W T I F Sched 1 0 Event 8 14:30 M T W T11 Sched 1 0 Event 9 15:00 M T W T F Sched 3 0 Event 10 18:30 S M T W T F S Sched 1 0 Event 11 20:30 S MTWTF S Sched 4 0 Event 12 22:00 SMTWTF S Sched 0 0 Event 13 16:30 MTWTF Sched 13 0 Event 14 17:30 M T W T F Sched 3 0 Event 15 00:00 Sched 0 0 Event 16 00:00 Sched 0 0 Event 17 00:00 Sched 0 0 Event 18 00:00 Sched 0 0 Event 19 00:00 Sched 0 0 Event 20 00:00 Sched 0 0 Event 21 00:00 Sched 0 0 Event 22 00:00 Sched 0 0 Event 23 00:00 Sched 0 0 Event 24 00:00 Sched 0 0 Event 25 00:00 Sched 0 0 Event 26 00:00 Sched 0 0 Event 27 00:00 Sched 0 0 Event 28 00:00 Sched 0 0 Event 29 00:00 Sched 0 0 Event 30 00:00 Sched 0 0 Event 31 00:00 Sched 0 0 Event 32 00:00 Sched 0 0 112 ORANGE/GRAN BY W ' Q 7,tuflu; Z Lu O a a O O O ■ GRANBY O I 0@0 � PHASE 3 O O O N ■ W 2 • I a I I • 113 I US-460 (ORANGE AVE) & GRANBY ST Phase Timing 11/2/2022 11:12:49 AM Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Min Green 3 10 5 0 0 10 1 0 0 0 0 0 0 0 0 0 0 Wh Ext 2.0 4.0 2.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Green 1 20 45 25 0 0 45 0 0 0 1 0 0 0 0 0 0 0 Max Green 2 25 65 35 0 0 1 65 0 0 0 0 0 0 0 0 0 0 Max Green 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yellow 4.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 at 0.0 Red Clr 2.0 2.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Adv Flash 0.0 0.0 0.0 0.0 0.0 I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Bike MG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sol DW 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 Early Wlk 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. Delay Wlk 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Added 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Initial 0 1 20 0 0 0 20 0 1 0 1 0 0 0 0 0 0 0 0 Min Gap 1.0 3.0 1.5 0.0 0.0 3.0 as 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Reduce After 5 10 10 0 0 10 1 0 0 0 0 0 0 0 0 0 0 TTReduce 5 5 5 0 0 5 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 4.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N eg Ped 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 AP Disc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Ped CK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Return Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114 US-460 (ORANGE AVE) & GRANBY ST Phase Options 11/2/2022 11:12:49 AM Phases 1-8 9-16 Min Recalls2 6 Max Recalls Ped Recalls Soft Recall Dual Entry 2 4 6 8 Red Rest Walk Rest Walk Expand Ped Recycle 2 4 6 8 Sim Ped Term ]-- PC Thru Clr Guar Passage No Simult Gap 1 3 5 7 Yel Lock 2 6 Red Lock PhaseNext Lock 12 3 4 5 6 7 8 No Term Call 1 2 3 4 5 6 7 8 Cond Sery CS Enable Cond Reserve Reserve Veh Omit Ped Omit Perm Phase Protect Calls Protect Calls 2 Flash Entry Flash Exit Flash Exit Yel Flash Exit Red Ped Scramble No Min Yel No Min Red Rev Max Scramble Walk Flash Yellow 2 6 Flash FYA CNA 1 CNA 2 115 US-460 (ORANGE AVE) & GRANBY ST FYA/FRA 11/2/2022 11:12:49 AM FYA 1 2 3 4 5 6 7 g Prot Phs 0 0 0 0 0 0 0 0 Opp Thru 0 0 0 0 0 0 0 0 Start Phs 0 0 0 0 0 0 0 0 Opp Ped 0 0 0 -0 -0 0 0 0 Delay 0.0 0.0 0.0 0.0 0.0 0 Min FYA 0 .0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Skip Prot Red Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Head Mode FY 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 Ped Hawk 1 Veh Phase 0 Ped Phase �0 Flash Yel 0.0 Dark Signal Yes Flash Delay Fb.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 2 Veh Phase ETI Ped Phase M Flash Yel 0.0 Dark SignalYes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 3 Veh Phase F0 Ped Phase EEI Flash Yel 0.0 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 4 Veh Phase F0 Ped Phase m0 Flash YelFu-fl Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal 116 AM PEAK US-460 (ORANGE AVE) & GRANBY ST Coordination Pattern 2 11/2/2022 11:12:49 AM Cycle 120 Ringgroup 1 -Offset 1 F50 Offset 2 Offset 3 0 Ringgroup 2-Offset 1 F0 Offset 2 Offset 3 F0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 18 70 32 0 0 88 0 0 0 0 0 0 0 0 0 1 0 Split Ext 0 0 0 0 0 0 0 d___-0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 12 0 0 12 0 0 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit 15 Perm 2 Start F0 Perm 2 End �0 Alt Sequence TOD Link �0 Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 21 1 1 16 Offset Ref Default No Extend Float Enable Adaptive Mode Disabled Veh = Ped Perm Walk Rest 2 1 16 Disable Priority Ped Recall I IProgression Phases Cond Ped Call 2 1 16 Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 00 Recovery Min Green 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 117 US-460 (ORANGE AVE) & GRANBY ST Coordination Pattern 2 11/2/2022 11:12:49 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 1 0 Alt Ped Cir 0 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 Alt Sol DW 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Veh Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Clr 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 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 1 0 0 0 0 1 0 1 0 0 0 1 0 1 0 1 0 0 0 0 118 PM PEAK US-460 (ORANGE AVE) & GRANBY ST Coordination Pattern 3 11/2/2022 11:12:49 AM Cycle 120 Ringgroup 1 -Offset 1 F50 Offset 2 F0 Offset 3 M0 Ringgroup 2-Offset 1 F0 Offset 2 M Offset 3 M Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 18 70 32 0 0 88 0 0 0 0 0 0 0 0 0 0 Split Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 8 0 0 12 0 0 1 0 0 0 1 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit F15-1 Perm 2 Start Perm 2 End �0 Alt Sequence I I I I I ITOD Link �0 Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 21 1 1 16 Offset Ref Default No Extend Float Enable Adaptive Mode Disabled Veh = Ped Perm Walk Rest 2 6 Disable Priority Ped Recall Progression Phases Cond Ped Call 2 1 1 16 Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Recovery Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 119 US-460 (ORANGE AVE) & GRANBY ST Coordination Pattern 3 11/2/2022 11:12:49 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cir 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ve h Ext 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 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Clr 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 Alt Early Walk 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 Alt Delay Walk 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 Alt CS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 120 US-460 (ORANGE AVE) & GRANBY ST TOD Pattern Events 11/2/2022 11:12:49 AM Time DOW Holidays Mode Pattern Offset Event 1 00:00 S M T W T F S Sched 0 0 Event 2 05:45 IMITIWITIF Sched 4 0 Event 3 06:30 IMITIWITIF Sched 2 0 Event 4 08:00 S I I IS Sched 4 0 Event 5 09:00 MTWTF Sched 4 0 Event 6 10:45 S Sched 3 0 Event 7 11:00 S M T W T F Sched 1 0 Event 8 14:30 MTWTF Sched 1 0 Event 9 15:00 MTWTF Sched 3 0 Event 10 18:30 SMTWTFS Sched 1 0 Event 11 20:30 S M T W T F S Sched 4 0 Event 12 2200 SMTWTFS Sched 0 0 Event 13 16:30 M T W T F Sched 13 0 Event 14 17:30 MTWTF Sched 3 0 Event 15 00:00 Sched 0 0 Event 16 0000 Sched 0 0 Event 17 00:00 Sched 0 0 Event 18 00:00 Sched 0 0 Event 19 00:00 Sched 0 0 Event 20 00:00 Sched 0 0 Event 21 0000 Sched 0 0 Event 22 0000 Sched 0 0 Event 23 0000 E Sched 0 0 Event 24 00:00 Sched 0 0 Event 25 0000 Sched 0 0 Event 26 0000 Sched 0 0 Event 27 00:00 Sched 0 0 Event 28 00:00 Sched 0 0 Event 29 00:00 Sched 0 0 Event 30 0000 Sched 0 0 Event 31 00:00 Sched 0 0 Event 32 00:00 Sched 0 0 121 ORANGE/KING I i i i i i i CHANNELS I cm ow I I I I I I I I I ow P5 I _._._._._._._._._._._._._._._ _..._._...-•_._._._._.�._._._._._._._._._._._._._._._ ._._ c® P1 i i i o® cooi i i i i i i i i i i i i 122 US-460 (ORANGE AVE) & KING ST Phase Timing 11/2/2022 11:13:40 AM Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Min Green 3 10 0 0 3 1 10 5 5 0 0 1 0 0 0 0 0 1 0 Veh Ext 2.0 4.0 0.0 0.0 2.0 4.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Green 1 20 45 0 0 35 45 25 20 0 0 0 0 0 0 0 0 Max Green 2 25 65 0 0 45 65 35 25 0 0 0 0 0 0 0 0 Max Green 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Ext 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yellow 4.0 4.0 0.0 0.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Clr 2.0 2.0 0.0 0.0 2.0 TO2,,. 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Adv Flash 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 Bike MG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 0 0 0 0 0 0 0 0 0 0 0 00 Ped Cir 0 0 0 0 0 0 00 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sol DW 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Early Wlk 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 Delay Wlk 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 Add ed 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Initial 0 20 0 0 0 20 0 0 0 0 0 0 0 0 0 0 Min Gap 1.0 3.0 0.0 0.0 1.5 3.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Reduce After 5 10 0 0 10 10 5 5 0 0 0 0 0 0 0 0 TTReduce 5 5 0 0 5 5 5 5 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Revert 4.0 4.0 0.0 0.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N eg Ped 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 AP Disc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pmt Ped Clr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Return Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 123 US-460 (ORANGE AVE) & KING ST Phase Options 11/2/2022 11:13:40 AM Phases 1-8 9-16 Min Recalls 2 1 1 16 Max Recalls Ped Recalls Soft Recall Dual Entry 2 141 16 8 Red Rest Walk Rest Walk Expand Ped Recycle 2 141 16 8 Sim Ped Term PC Thru Clr Guar Passage No Simult Gap 1 31 1517 Yel Lock 2 1 1 16 Red Lock 1 7 PhaseNext Lock 1 2 3141516 7 8 No Term Call 1 2 3141516 7 8 Cond Sery CS Enable Cond Reserve Reserve Veh Omit Ped Omit Perm Phase Protect Calls Protect Calls 2 Flash Entry Flash Exit Flash Exit Yel Flash Exit Red Ped Scramble No Min Yel No Min Red Rev Max Scramble Walk Flash Yellow 2 1 1 16 Flash FYA CNA 1 CNA 2 124 US-460 (ORANGE AVE) & KING ST FYA/FRA 11/2/2022 11:13:40 AM FYA 1 2 3 4 5 6 7 8 Prot Phs 0 0 0 0 0 0 0 0 Opp Thru 0 0 0 0 0 0 0 0 Start Phs 0 0 0 0 0 0 0 0 Opp Ped 0 0 0 0 0 0 0 0 Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Min FYA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Skip Prot Red Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Head Mode FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 FYA 1 Ped Hawk 1 Veh Phase Ped Phase Flash Yel FU-01 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 2 Veh Phase Ped Phase Flash Yel PTO-] Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 3 Veh Phase Ped Phase Flash Yel F6-01 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal Ped Hawk 4 Veh Phase Ped Phase Flash Yel F0--01 Dark Signal Yes Flash Delay 0.0 Flash Carryover 0.0 Green Mode Normal 125 AM PEAK US-460 (ORANGE AVE) & KING ST Coordination Pattern 2 11/2/2022 11:13:40 AM Cycle 120 Ringgroup 1 -Offset 1 10 Offset 2 Offset 3 M Ringgroup 2-Offset 1F—O ] Offset 2 Offset 3 EE Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 18 64 0 0 32 50 24 14 0 0 0 0 0 0 0 0 Split Ext 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 0 0 12 12 12 8 0 0 0 0 0 0 0 0 Min Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PA Before 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PAAfter0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Permissive Mode Sing Band Max Mode Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit 15 Perm 2 Start M Perm 2 End Alt Sequence I I 13T_= TOD Link EE Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 6 Offset Ref Default No Extend Adaptive Mode Disabled Float Enable 7 8 Veh = Ped Perm 4 Disable Priority Walk Rest2 6 Ped Recall Progression Phases Cond Ped Call 2 6 Priority Alt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 0 0 0 0 0 0 0 0]:EFEF 0 0 0 0 0 0 Recovery Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 126 US-460 (ORANGE AVE) & KING ST Coordination Pattern 2 11/2/2022 11:13:40 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cir 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Veh Ext 0.0 0.0 0.0 0.0 0.0 0.0--b-.-0 -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 -0 -0 0 0 Alt Red Clr 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt Early Walk 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 Alt Delay Walk0.0 --6.0--d.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt CS Min 0 0 0 _0 _0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 127 PM PEAK US-460 (ORANGE AVE) & KING ST Coordination Pattern 3 11/2/2022 11:13:40 AM Cycle 120 Ringgroup 1 -Offset 1 F0 Offset 2 0 Offset 3 Ringgroup 2-Offset 1 M Offset 2 Offset 3 �0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Splits 18 70 0 0 32 56 18 14 0 0 0 0 0 0 0 0 Split Ext 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 Float Green 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 Perm Min Green 8 12 0 0 _T2_—j2--T2--8 0 0 0 0 —0 -0 0 0 Min Trans Split 0 0 0 0 0 _0 _0 0 0 0 _0 _0 0 _0 _0 0 Max Trans Split 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 PA Before 0 0 0 0 0 _d____0 0 0 0 0 0 0 0 0 0 PAAfter 0 0 0 0 0 -6--o 0 0 0 —0 -0 0 0 0 0 Permissive Mode Sing Band Max Mode I Max 2 Walk Rest Yield Ped Permissive Yield Permissive Limit 15 Perm 2 Start F0 Perm 2 End �0 Alt Sequence I I3 TOD Link F0 Phases/Overlaps 1-8 9-16 Trans Mode Default Coord Phases 2 6 No Extend Offset Ref Default Float Enable 7 g Adaptive Mode Disabled Veh = Ped Perm Walk Rest 2 6 Disable Priority Ped Recall Progression Phases Cond Ped Call 2 6 PriorityAlt Seq Olap Ped Recall Reserve Extend Ped Recycle Min Recall Max Recall Cond Sery Reservice Veh Omit Ped Omit Olap Omit Perm Reserve Perm 1 Phases Max Inhibit FYA Omit Adapt Phases Priority Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Priority Min Green 1 0 1 0 1 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 Recovery Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128 US-460 (ORANGE AVE) & KING ST Coordination Pattern 3 11/2/2022 11:13:40 AM Alternate Timing-Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Alt Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Ped Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Sol DW 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 Alt Min Green Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Veh Ext 0.0 0.0 0.0 as 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt Max Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt Red Clr 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 Alt Early Walk 0.0 0.0 0.0 al 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Alt Delay Walk 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 IS 0.0 0.0 ARCS Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Alt CS Max 0 0 0 0 0 0 0 0 0 0 0 0 ±ktifft flo 129 US-460 (ORANGE AVE) & KING ST TOD Pattern Events 11/2/2022 11:13:40 AM Time DOW Holidays Mode Pattern Offset Event 1 00:00 S M T W T F S Sched 0 0 Event 2 0545 MTWTF Sched 4 0 Event 3 06:30 MTWTF Sched 2 0 Event 4 08:00 S S Sched 4 0 Event 5 0900 M T W T F Sched 4 0 Event 6 10:45 1 IS] Sched 3 0 Event 7 11:00 SMT W T F ifl Sched 1 0 Event 8 14:30 M T VV- TF Sched 1 0 Event 9 1500 MTWTF Sched 3 0 Event 10 18:30 SMTWTFS Sched 1 0 Event 11 20:30 SMTWTFS Sched 4 0 Event 12 22:00 S M TWT F S Sched 0 0 Event 13 16:30 M T Vv--f Sched 13 0 Event 14 17:30 MTWTF Sched 3 0 Event 15 0000 Sched 0 0 Event 16 00:00 Sched 0 0 Event 17 00:00 Sched 0 0 Event 18 00:00 Sched 0 0 Event 19 00:00 Sched 0 0 Event 20 00:00 Sched 0 0 Event 21 00:00 Sched 0 0 Event 22 00:00 Sched 0 0 Event 23 00:00 Sched 0 0 Event 24 00:00 Sched 0 0 Event 25 0000 Sched 0 0 Event 26 0000 Sched 0 0 Event 27 00:00 Sched 0 0 Event 28 00:00 Sched 0 0 Event 29 0000 Sched 0 0 Event 30 0000 Sched 0 0 Event 31 00:00 Sched 0 0 Event 32 00:00 Sched 0 0 130 Appendix F VDOT Turn Lane Worksheets Traffic Study Mixed Use Community—East Orange Avenue—Roanoke City,VA .� December 16,2022 131 BARER tr 11.1 11 MANNING ROAD - LEFT TURN WARRANT 800 At-Grade,Unsignalized Intersections L=%Left Turns in VA = S=Storage Length Required 0- 700 V-40 mph(Design Speed) > L=15% . . W 600 J 500 O (D 400 Z ILL °'�.. � NI a 300 N� s� 200 No Left-Turn IN 1 1111 1 1 1 o Lane Required 100 -1 1710 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-6 WARRANT FOR LEFT TURN STORAGE LANES ON TWO LANE HIGHWAY 800 At-Grade,Unsignalized Intersections L=%Left Turns in VA . . 700 S=Storage Length Required = V=40 mph(Design Speed) j L=20% IN w 600 J 500 a� 400 Z_ U) 300 19 � wo. sp s\. 200 s 'sU O No Left-Turn 100 Lane Required 52 4- 0 0 44 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-7 WARRANT FOR LEFT TURN STORAGE LANES ON TWO LANE HIGHWAY 132 800 At-Grade,Unsignalized Intersections L=%Left Turns in VA ^ S=Storage Length Required V=40 mph(Design Speed) 700 ll L=30% > LLJ 600 OJ 500 Z 400 O 300 0 200 o°' 0 No Left-Turn > Lane Required 1008 0 0 8 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-8 WARRANT FOR LEFT TURN STORAGE LANES ON TWO LANE HIGHWAY 800 At-Grade,Unsignalized Intersections L=%Left Turns in VA S=Storage Length Required = 700 V=40 mph(Design Speed) a L=40% W 600 J 500 O > -� {� 400 Z 0 I 14 300CL S� a 200 ao l 100 No Left-Turn 11 it Lane Required 11 M 0Lit 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-9 WARRANT FOR LEFT TURN STORAGE LANES ON TWO LANE HIGHWAY 133 MANNING ROAD - RIGHT TURN WARRANT F-79 120 s 100 FULL-WIDTH TURN LANE AND TAPER REQUIRED O s CL 80 v� •' v W vii 60 TAPER REQUIRED cc H I C_s7 40 ir a 2U URN LANES OR APERS REQUIRED 10 1 52 100 200 300 400 500 600 700 PHV APPROACH TOTAL,VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). LEGEND PHV- Peak Hour Volume (also Design Hourly Volume equivalent) Adiustment for Right Turns For posted speeds at or under 45 mph, PHV right turns > 40, and PHV total < 300. Adjusted right turns = PHV Right Turns - 20 If PHV is not known use formula: PHV = ADT x K x D K = the percent of AADT occurring in the peak hour D = the percent of traffic in the peak direction of flow Note: An average of 11% for K x D will suffice. When right turn facilities are warranted, see Figure 3-1 for design criteria." FIGURE 3-26 WARRANTS FOR RIGHT TURN TREATMENT (2-LANE HIGHWAY) Rev. 1/15 134 Appendix G Synchro 11 Intersection Analysis Data Traffic Study Mixed Use Community—East Orange Avenue—Roanoke City,VA December 16,2022 .N 135 BRAE M A%SMIATP.A Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 g a w Lane Configurations Traffic Volume(vph) 9 19 6 688 6 116 1 929 349 71 1373 0 Future Volume(vph) 9 19 6 688 6 116 1 929 349 71 1373 0 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 270 210 240 110 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length(ft) 25 25 0 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.962 0.850 0.850 Flt Protected 0.950 0.950 0.953 0.950 0.950 Satd.Flow(prot) 1805 1692 0 1649 1655 1455 1805 3282 1509 1543 3374 0 Flt Permitted 0.950 0.950 0.953 0.950 0.950 Satd.Flow(perm) 1805 1692 0 1649 1655 1455 1805 3282 1509 1543 3374 0 Right Tum on Red Yes Yes Yes Yes Satd.Flow(RTOR) 7 129 388 Link Speed(mph) 30 30 40 40 Link Distance(ft) 244 432 3625 3014 Travel Time(s) 5.5 9.8 61.8 51.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles(%) 0% 5% 17% 4% 0% 11% 0% 10% 7% 17% 7% 0% Adj.Flow(vph) 10 21 7 764 7 129 1 1032 388 79 1526 0 Shared Lane Traffic(%) 50% Lane Group Flow(vph) 10 28 0 382 389 129 1 1032 388 79 1526 0 Turn Type Split NA Split NA pm+ov Prot NA pm+ov Prot NA Protected Phases 4 4 3 3 5 1 6 3 5 2 Permitted Phases 3 6 Detector Phase 4 4 3 3 5 1 6 3 5 2 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 14.0 14.0 28.0 28.0 18.0 18.0 60.0 28.0 18.0 60.0 Total Split(s) 14.0 14.0 28.0 28.0 18.0 18.0 60.0 28.0 18.0 60.0 Total Split(%) 11.7% 11.7% 23.3% 23.3% 15.0% 15.0% 50.0% 23.3% 15.0% 50.0% Maximum Green(s) 8.0 8.0 22.0 22.0 12.0 12.0 54.0 22.0 12.0 54.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None None C-Min Act Effct Green(s) 8.0 8.0 23.3 23.3 36.3 8.0 59.7 89.0 10.6 73.5 Actuated g/C Ratio 0.07 0.07 0.19 0.19 0.30 0.07 0.50 0.74 0.09 0.61 v/c Ratio 0.08 0.24 1.19 1.21 0.24 0.01 0.63 0.32 0.58 0.74 Control Delay 54.3 48.1 156.6 163.0 4.7 77.0 26.6 0.6 76.9 15.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.3 48.1 156.6 163.0 4.7 77.0 26.6 0.6 76.9 15.8 LOS D D F F A E C A E B Approach Delay 49.8 137.6 19.5 18.8 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 136 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 Approach LOS D F B B Queue Length 50th(ft) 7 16 —391 —402 0 1 386 0 52 540 Queue Length 95th(ft) 26 47 #595 #608 35 m0 275 1 m96 #751 Internal Link Dist(ft) 164 352 3545 2934 Turn Bay Length(ft) 270 210 240 110 Base Capacity(vph) 120 119 320 321 545 180 1633 1219 154 2067 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.24 1.19 1.21 0.24 0.01 0.63 0.32 0.51 0.74 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 110(92%),Referenced to phase 2:SWT and&NET,Start of Green Natural Cycle: 140 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.21 Intersection Signal Delay.46.3 Intersection LOS:D Intersection Capacity Utilization 85.5% ICU Level of Service E Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Orange Ave&Gus Nicks Blvd/Entrance J 01 02 3 04 5 06 r Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 137 Lanes, Volumes, Timings 5: Orange Ave & King SVEntrance 11/18/2022 *J f r Lane Configurations tt r tt r 4 4 Traffic Volume(vph) 31 843 94 291 1216 48 30 18 37 131 28 406 Future Volume(vph) 31 843 94 291 1216 48 30 18 37 131 28 406 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 - 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 315 290 400 0 0 0 0 175 Storage Lanes 1 1 1 1 0 0 0 1 Taper Length(ft) 0 0 25 25 Lane Util.Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.942 0.850 Flt Protected 0.950 0.950 0.983 0.960 Satd.Flow(prot) 1805 3195 1509 1787 3438 1615 0 1737 0 0 1794 1583 Flt Permitted 0.950 0.950 0.983 0.960 Satd.Flow(perm) 1805 3195 1509 1787 3438 1615 0 1737 0 0 1794 1583 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 191 136 24 120 Link Speed(mph) 45 45 30 30 Link Distance(ft) 2607 991 326 798 Travel Time(s) 39.5 15.0 7.4 18.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 13% 7% 1% 5% 0% 0% 0% 3% 2% 0% 2% Adj.Flow(vph) 34 916 102 316 1322 52 33 20 40 142 30 441 Shared Lane Traffic(%) Lane Group Flow(vph) 34 916 102 316 1322 52 0 93 0 0 172 441 Turn Type Prot NA Perm Prot NA Perm Split NA Split NA pm+ov Protected Phases 1 6 5 2 8 8 7 7 5 Permitted Phases 6 2 7 Detector Phase 1 6 6 5 2 2 8 8 7 7 5 Switch Phase Minimum Initial(s) 8.0 12.0 12.0 12.0 12.0 12.0 8.0 8.0 12.0 12.0 12.0 Minimum Split(s) 18.0 50.0 50.0 32.0 64.0 64.0 14.0 14.0 24.0 24.0 32.0 Total Split(s) 18.0 50.0 50.0 32.0 64.0 64.0 14.0 14.0 24.0 24.0 32.0 Total Split(%) 15.0% 41.7% 41.7% 26.7% 53.3% 53.3% 11.7% 11.7% 20.0% 20.0% 26.7% Maximum Green(s) 12.0 44.0 44.0 26.0 58.0 58.0 8.0 8.0 18.0 18.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0- 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min None C-Min C-Min None None None None None Act Effct Green(s) 8.6 47.1 47.1 24.4 68.5 68.5 8.7 15.8 40.2 Actuated g/C Ratio 0.07 0.39 0.39 0.20 0.57 0.57 0.07 0.13 0.34 v/c Ratio 0.26 0.73 0.14 0.87 0.67 0.05 0.63 0.73 0.72 Control Delay 52.7 39.9 7.6 70.0 22.0 0.1 59.5 68.0 23.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.7 39.9 7.6 70.0 22.0 0.1 59.5 68.0 23.5 LOS D D A E C A E E C Approach Delay 37.2 30.3 59.5 36.0 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 138 Lanes, Volumes, Timings 5: Orange Ave & King St/Entrance 11/18/2022 1 Approach LOS D C E D Queue Length 50th(ft) 20 343 17 231 418 0 52 129 140 Queue Length 95th(ft) 50 468 56 #378 518 0 #132 204 234 Internal Link Dist(ft) 2527 911 246 718 Tum Bay Length(ft) 315 290 400 175 Base Capacity(vph) 180 1268 714 391 1963 980 147 269 632 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.72 0.14 0.81 0.67 0.05 0.63 0.64 0.70 Area Type. Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:10(8%),Referenced to phase 2:SBT and 6:NBT,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.87 Intersection Signal Delay:34.2 Intersection LOS:C Intersection Capacity Utilization 70.7% ICU Level of Service C Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5:Orange Ave&King St/Entrance l 101 02 7 *)t08 X05 06 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 139 Lanes, Volumes, Timings 8: Orange Ave & Granby St 11/1812022 Lane Configurations ►� Traffic Volume(vph) 37 71 113 987 1375 55 Future Volume(vph) 37 71 113 987 1375 55 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 260 340 Storage Lanes 1 1 1 1 Taper Length(ft) 25 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 1480 1091 1656 3252 3438 1455 Fit Permitted 0.950 0.126 Satd.Flow(perm) 1480 1091 220 3252 3438 1455 Right Turn on Red Yes Yes Satd.Flow(RTOR) 28 58 Link Speed(mph) 30 45 45 Link Distance(ft) 677 575 2607 Travel Time(s) 15.4 8.7 39.5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles(%) 22% 48% 9% 11% 5%° 11% Adj.Flow(vph) 39 75 119 1039 1447 58 Shared Lane Traffic(%) Lane Group Flow(vph) 39 75 119 1039 1447 58 Turn Type Prot pm+ov pm+pt NA NA pm+ov Protected Phases 3 1 1 6 2 3 Permitted Phases 3 6 2 Detector Phase 3 1 1 6 2 3 Switch Phase Minimum Initial(s) 12.0 8.0 8.0 12.0 12.0 12.0 Minimum Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(%) 26.7% 15.0% 15.0% 73.3% 58.3% 26.7% Maximum Green(s) 26.0 12.0 12.0 82.0 64.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Min C-Min None Act Effct Green(s) 12.0 24.2 99.6 100.8 83.8 101.8 Actuated g/C Ratio 0.10 0.20 0.83 0.84 0.70 0.85 v/c Ratio 0.26 0.31 0.40 0.38 0.60 0.05 Control Delay 55.0 27.9 19.5 1.7 4.9 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.0 27.9 19.5 1.7 4.9 0.1 LOS D C B A A A Approach Delay 37.2 3.6 4.7 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 140 Lanes, Volumes, Timings 8: Orange Ave & Granby St 11118/2022 Approach LOS D A A Queue Length 50th(ft) 28 30 23 57 74 0 Queue Length 95th(ft) 65 71 m62 13 37 ml Internal Link Dist(ft) 597 495 2527 Turn Bay Length(ft) 260 340 Base Capacity(vph) 320 263 328 2731 2400 1392 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.29 0.36 0.38 0.60 0.04 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:50(42%),Referenced to phase 2:SWT and 6:NETL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.60 Intersection Signal Delay:5.6 Intersection LOS:A Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 8:Orange Ave&Granby St 7 01 02 03 .1 06 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 141 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 Lane Configurations I ttT+ t F I t Traffic Volume(vph) 2 93 1119 59 75 1765 88 76 98 79 77 87 Future Volume(vph) 2 93 1119 59 75 1765 88 76 98 79 77 87 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 350 475 420 0 180 180 230 Storage Lanes 1 1 1 0 1 1 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 0.91 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.993 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 0 1674 4848 1252 1612 4848 0 1433 1845 1429 1583 1759 Flt Permitted 0.094 0.219 0.685 0.658 Satd.Flow(perm) 0 166 4848 1252 372 4848 0 1033 1845 1429 1097 1759 Right Turn on Red Yes Yes Yes Said.Flow(RTOR) 136 9 191 Link Speed(mph) 40 40 30 30 Link Distance(ft) 775 677 1285 3741 Travel Time(s) 13.2 11.5 29.2 85.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 8% 7% 29% 12% 6% 11% 26% 3% 13% 14% 8% Adj.Flow(vph) 2 101 1216 64 82 1918 96 83 107 86 84 95 Shared Lane Traffic(%) Lane Group Flow(vph) 0 103 1216 64 82 2014 0 83 107 86 84 95 Tum Type pm+pt pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 1 1 6 5 2 7 4 3 8 Permitted Phases 6 6 6 2 4 4 8 Detector Phase 1 1 6 6 5 2 7 4 4 3 8 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 12.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 18.0 18.0 64.0 64.0 18.0 64.0 18.0 20.0 20.0 18.0 20.0 Total Split(s) 18.0 18.0 64.0 64.0 18.0 64.0 18.0 20.0 20.0 18.0 20.0 Total Split(%) 15.0% 15.0% 53.3% 53.3% 15.0% 53.3% 15.0% 16.7% 16.7% 15.0% 16.7% Maximum Green(s) 12.0 12.0 58.0 58.0 12.0 58.0 12.0 14.0 14.0 12.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Min C-Min None Min None None None None None Act Effct Green(s) 55.2 55.2 55.2 65.2 65.2 21.9 13.0 13.0 21.5 12.8 Actuated g/C Ratio 0.46 0.46 0.46 0.54 0.54 0.18 0.11 0.11 0.18 0.11 v/c Ratio 0.50 0.55 0.10 0.19 0.76 0.37 0.54 0.27 0.35 0.51 Control Delay 32.5 28.1 0.3 6.3 8.2 41.5 61.0 2.0 40.6 60.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.5 28.1 0.3 6.3 8.2 41.5 61.0 2.0 40.6 60.5 LOS C C A A A D E A D E Approach Delay 27.1 8.1 36.7 30.9 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 142 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 Lan elEonfigurations Traffic Volume(vph) 207 Future Volume(vph) 207 Ideal Flow(vphpl) 1900 Storage Length(ft) 220 Storage Lanes 1 Taper Length(ft) Lane Util.Factor 1.00 Frt 0.850 Fit Protected Satd.Flow(prot) 1468 Flt Permitted Satd.Flow(perm) 1468 Right Turn on Red Yes Satd.Flow(RTOR) 225 Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.92 Heavy Vehicles(%) 10% Adj.Flow(vph) 225 Shared Lane Traffic(%) Lane Group Flow(vph) 225 Turn Type Perm Protected Phases Permitted Phases 8 Detector Phase 8 Switch Phase Minimum Initial(s) 12.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 16.7% Maximum Green(s) 14.0 Yellow Time(s) 4.0 All-Red Time(s) 2.0 Lost Time Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mode None Act Effct Green(s) 12.8 Actuated g/C Ratio 0.11 v/c Ratio 0.63 Control Delay 14.8 Queue Delay 0.0 Total Delay 14.8 LOS B Approach Delay Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 143 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 Approach LOS C A D C Queue Length 50th(ft) 54 291 0 13 268 52 80 0 52 71 Queue Length 95th(ft) 90 315 0 m8 m97 95 139 0 94 126 Internal Link Dist(ft) 695 597 1205 3661 Turn Bay Length(ft) 350 475 420 180 180 230 Base Capacity(vph) 227 2650 746 449 2639 234 215 335 253 205 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.46 0.09 0.18 0.76 0.35 0.50 0.26 0.33 0.46 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:70(58%),Referenced to phase 6:EBTL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.76 Intersection Signal Delay: 18.5 Intersection LOS:B Intersection Capacity Utilization 82.2% ICU Level of Service E Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9:Hollins Rd&Orange Ave 01 023 t'04 —7006 • 05 4\07 08 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 3 144 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 Approach LOS Queue Length 50th(ft) 0 Queue Length 95th(ft) 76 Internal Link Dist(ft) Turn Bay Length(ft) 220 Base Capacity(vph) 370 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.61 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 4 145 Lanes, Volumes, Timings 18: Orange Ave & 13th St } 11/18/2022 Lane Configurations 0 tT+ v ►� Traffic Volume(vph) 14 1205 59 5 1882 115 1 116 39 17 2 114 Future Volume(vph) 14 1205 59 5 1882 115 1 116 39 17 2 114 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 165 0 150 0 150 0 150 Storage Lanes 1 0 1 0 1 0 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.991 0.955 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1805 3180 0 1736 3386 0 0 1787 1814 0 0 1805 Flt Permitted 0.056 0.130 0.950 0.950 Satd.Flow(perm) 106 3180 0 237 3386 0 0 1787 1814 0 0 1805 Right Tum on Red Yes Yes Yes Satd.Flow(RTOR) 6 8 15 Link Speed(mph) 40 40 30 Link Distance(ft) 957 3625 781 Travel Time(s) 16.3 61.8 17.8 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.92 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles(%) 0% 13% 7% 4% 6% 0% 0% 1% 0% 0% 0% 0% Adj.Flow(vph) 15 1296 63 5 2024 124 1 125 42 18 2 123 Shared Lane Traffic(%) Lane Group Flow(vph) 15 1359 0 5 2148 0 0 126 60 0 0 125 Turn Type pm+pt NA pm+pt NA Split Split NA Split Split Protected Phases 5 2 1 6 4 4 4 3 3 Permitted Phases 2 6 Detector Phase 5 2 1 6 4 4 4 3 3 Switch Phase Minimum Initial(s) 8.0 12.0 4.0 12.0 12.0 12.0 12.0 8.0 8.0 Minimum Split(s) 14.0 72.0 10.0 68.0 20.0 20.0 20.0 18.0 18.0 Total Split(s) 14.0 72.0 10.0 68.0 20.0 20.0 20.0 18.0 18.0 Total Split(%) 11.7% 60.0% 8.3% 56.7% 16.7% 16.7% 16.7% 15.0% 15.0% Maximum Green(s) 8.0 66.0 4.0 62.0 14.0 14.0 14.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None Min None None None None None Act Effct Green(s) 77.1 75.5 73.5 71.9 13.1 13.1 11.3 Actuated g/C Ratio 0.64 0.63 0.61 0.60 0.11 0.11 0.09 v/c Ratio 0.08 0.68 0.02 1.06 0.65 0.28 0.74 Control Delay 12.9 26.5 8.8 59.1 66.9 41.6 77.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.9 26.5 8.8 59.1 . 66.9 41.6 77.6 LOS B C A E E D E Approach Delay 26.3 59.0 58.7 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 146 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 l Lane+onfigurationsi Traffic Volume(vph) 36 41 Future Volume(vph) 36 41 Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 Storage Lanes 0 Taper Length(ft) Lane Util.Factor 1.00 1.00 Frt 0.920 Fit Protected Satd.Flow(prot) 1721 0 Flt Permitted Satd.Flow(perm) 1721 0 Right Turn on Red No Satd.Flow(RTOR) Link Speed(mph) 30 Link Distance(ft) 3628 Travel Time(s) 82.5 -- Peak Hour Factor 0.93 0.93 Heavy Vehicles(%) 0% 3% Adj.Flow(vph) 39 44 Shared Lane Traffic(%) Lane Group Flow(vph) 83 0 Tum Type NA Protected Phases 3 Permitted Phases Detector Phase 3 Switch Phase Minimum Initial(s) 8.0 Minimum Split(s) 18.0 Total Split(s) 18.0 Total Split(%) 15.0% Maximum Green(s) 12.0 Yellow Time(s) 4.0 All-Red Time(s) 2.0 Lost Time Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mode None Act Effct Green(s) 11.3 Actuated g/C Ratio 0.09 v/c Ratio 0.51 Control Delay 63.1 Queue Delay 0.0 Total Delay 63.1 LOS E Approach Delay 71.8 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 147 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 � � � � � � it � � I� � �► w z Approach LOS C E E Queue Length 50th(ft) 2 245 1 826 94 32 95 Queue Length 95th(ft) m10 387 m1 m#1046 160 75 m#179 Internal Link Dist(ft) 877 3545 701 Turn Bay Length(ft) 165 150 150 150 Base Capacity(vph) 181 2003 203 2032 208 224 180 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.68 0.02 1.06 0.61 0.27 0.69 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:55(46%),Referenced to phase 2:EBTL,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay:48.2 Intersection LOS:D Intersection Capacity Utilization 78.8% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 18:Orange Ave&13th St {� 1p: )1 01 -11102 $03 TI 04 05 06 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 3 148 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 Approach LOS E Queue Length 50th(ft) 61 Queue Length 95th(ft) m115 Internal Link Dist(ft) 3548 Tum Bay Length(ft) Base Capacity(vph) 172 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.48 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 4 149 HCM 6th TWSC 12: Hollins Rd & Mason Mill Rd 11/18/2022 Int Delay,s/veh 6.2 Lane Configurations ► �, Traffic Vol,veh/h 12 306 228 7 205 339 Future Vol,veh/h 12 306 228 7 205 339 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles,% 0 1 5 14 2 7 Mvmt Flow 14 348 259 8 233 385 s Conflicting Flow All 1114 263 0 0 267 0 Stage 1 263 - - - - - Stage 2 851 - - - - - Cdtical Hdwy 6.4 6.21 - - 4.12 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.309 - - 2.218 - Pot Cap-1 Maneuver 232 778 - - 1297 - Stage 1 786 - - - - - Stage 2 422 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 179 778 - - 1297 - Mov Cap-2 Maneuver 179 - - - - Stage 1 786 - - - - - Stage 2 325 - - - - - HCM Control Delay,s 15.8 0 3.2 HCM LOS C Capacity(veh/h) - - 691 1297 - HCM Lane V/C Ratio - - 0.523 0.18 - HCM Control Delay(s) - - 15.8 8.4 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 3.1 0.7 - Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 150 HCM 6th TWSC 14: Orange Ave & Mecca St 11/18/2022 Int Delay,s/veh 2.8 Lane Configurations tt tt Traffic Vol,veh/h 18 31 1066 42 111 1335 Future Vol,veh/h 18 31 1066 42 111 1335 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 210 - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 20 34 1159 46 121 1451 Conflicting Flow All 2150 603 0 0 1205 0 Stage 1 1182 - - - - - Stage 2 968 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 41 442 - - 575 - Stage 1 254 - - - - - Stage 2 329 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 32 442 - - 575 - Mov Cap-2 Maneuver 32 - - - - - Stage 1 254 - - - - - Stage 2 260 - - - - - HCM Control Delay,s 121.5 0 1 HCM LOS F Capacity(veh/h) - - 77 575 - HCM Lane V/C Ratio - - 0.692 0.21 - HCM Control Delay(s) - - 121.5 12.9 - HCM Lane LOS - - F B - HCM 95th%tile Q(veh) - - 3.2 0.8 - Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 151 HCM 6th TWSC 21: Manning Rd & 20th St 11/18/2022 Int Delay,s/veh 4.8 r Lane Configurations , , Traffic Vol,veh/h 6 12 1 12 10 2 9 13 16 5 Future Vol,veh/h 6 12 1 12 10 2 9 13 16 5 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free Free Stop Stop RT Channelized - - - - None - - None - None Storage Length - 0 - - - - - - 0 - Veh in Median Storage,# 0 - - 0 - - 0 - 0 - Grade,% 0 - - 0 - - 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles,% 0 4 100 0 17 8 22 14 6 40 Mvmt Flow 7 14 1 14 11 2 10 15 18 6 *WWW mookon Conflicting Flow All 56 18 25 0 0 25 0 0 52 20 Stage 1 22 - - - - - - - 22 - Stage 2 34 - - - - - - - 30 - Critical Hdwy 7.1 6.2 5.1 - - 4.18 - - 7.1 6.6 Critical Hdwy Stg 1 6.1 - - - - - - 6.1 - Critical Hdwy Stg 2 6.1 - - - - - - - 6.1 - Follow-up Hdwy 3.5 3.3 3.1 - - 2.272 - - 3.5 3.66 Pot Cap-1 Maneuver 946 1066 1133 - - 1551 - - 952 958 Stage 1002 - - - - - - - 1002 - Stage 2 987 - - - - - - - 992 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 923 1066 1133 - - 1551 - - 937 958 Mov Cap-2 Maneuver 923 - - - - - - - 937 - Stage 1 1001 - - - - - - - 1001 - Stage 2 959 - - - - - - - 973 - HCM Control Delay,s 9.3 0.4 0.6 9.3 HCM LOS A A Capacity+(veh/h) 870 1551 - - 1133 - - 863 HCM Lane V/C Ratio 0.033 0.001 - - 0.001 - - 0.019 HCM Control Delay(s) 9.3 7.3 0 - 8.2 0 - 9.3 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0.1 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 3 152 HCM 6th TWSC 23: Mason Mill Rd & 20th St 11/18/2022 Int Delay,s/veh 2.1 Lane Configurations Traffic Vol,veh/h 5 9 25 1 7 35 Future Vol,veh/h 5 9 25 1 7 35 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 71 71 71 71 71 71 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 7 13 35 1 10 49 ., Conflicting Flow All 105 36 0 0 36 0 Stage 1 36 - - - - - Stage 2 69 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 893 1037 - - 1575 - Stage 1 986 - - - - - Stage 2 954 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 887 1037 - - 1575 - Mov Cap-2 Maneuver 887 - - - - - Stage 1 986 - - - - - Stage 2 947 - - - - - HCM Control Delay,s 8.8 0 1.2 HCM LOS A Capacity(veh/h) - - 978 1575 - HCM Lane V/C Ratio - - 0.02 0.006 - HCM Control Delay(s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 4 153 HCM 2010 TWSC 26: 13th St/Craig Rd & Mason Mill Rd 12/15/2022 Wk Int Delay,s/veh 7.1 x. Lane Configurations 41, 4 Traffic Vol,veh/h 5 25 180 2 38 0 265 1 0 3 2 17 Future Vol,veh/h 5 25 180 2 38 0 265 1 0 3 2 17 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles,% 0 0 1 0 0 0 1 0 0 0 0 0 Mvmt Flow 6 29 207 2 44 0 305 1 0 3 2 20 u Conflicting Flow All 44 0 0 236 0 0 204 193 133 193 296 44 Stage 1 - - - - - - 145 145 - 48 48 - Stage 2 - - - - - - 59 48 - 145 248 - Critical Hdwy 4.1 . - - 4.1 - - 7.11 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.11 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.11 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.509 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1577 - - 1343 - - 756 706 922 771 619 1032 Stage 1 - - - - - - 860 781 - 971 859 - Stage 2 - - - - - - 955 859 - 863 705 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 1577 - - 1343 - - 736 702 922 766 615 1032 Mov Cap-2 Maneuver - - - - - - 736 702 - 766 615 - Stage 1 - - - - - - 857 778 - 967 857 - Stage 2 - - - - - - 933 857 - 858 702 - HCM Control Delay,s 0.2 0.4 13.3 9 HCM LOS B A Capacity(veh/h) 736 1577 - - 1343 - - 931 HCM Lane V/C Ratio 0.415 0.004 - - 0.002 - - 0.027 HCM Control Delay(s) 13.3 7.3 0 - 7.7 0 - 9 HCM Lane LOS B A A - A A - A HCM 95th%tile Q(veh) 2.1 0 - - 0 - - 0.1 Existing AM Peak Hour(Adjusted) 7:15 am 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 154 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 � s Lane Configurations I T+ tt r 1 0 Traffic Volume(vph) 41 45 34 445 25 89 29 1200 603 111 1083 8 Future Volume(vph) 41 45 34 445 25 89 29 1200 603 111 1083 8 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 270 210 240 110 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length(ft) 25 25 0 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.935 0.850 0.850 0.999 Flt Protected 0.950 0.950 0.957 0.950 0.950 Satd.Flow(prot) 1805 1713 0 1681 1690 1524 1805 3471 1553 1752 3433 0 Flt Permitted 0.950 0.950 0.957 0.950 0.950 Satd.Flow(perm) 1805 1713 0 1681 1690 1524 1805 3471 1553 1752 3433 0 Right Tum on Red Yes Yes Yes Yes Satd.Flow(RTOR) 24 90 329 1 Link Speed(mph) 30 30 40 40 Link Distance(ft) 244 432 3625 3014 Travel Time(s) 5.5 9.8 61.8 51.4 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles(%) 0% 2% 6%° 2% 4% 6% 0% 4% 4% 3% 5% 13% Adj.Flow(vph) 42 46 35 454 26 91 30 1224 615 113 1105 8 Shared Lane Traffic(%) 47% Lane Group Flow(vph) 42 81 0 241 239 91 30 1224 615 113 1113 0 Turn Type Split NA Split NA pm+ov Prot NA pm+ov Prot NA Protected Phases 4 4 3 3 5 1 6 3 5 2 Permitted Phases 3 6 Detector Phase 4 4 3 3 5 1 6 3 5 2 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 14.0 14.0 24.0 24.0 18.0 18.0 64.0 24.0 18.0 64.0 Total Split(s) 14.0 14.0 24.0 24.0 18.0 18.0 64.0 24.0 18.0 64.0 Total Split(%) 11.7% 11.7% 20.0% 20.0% 15.0% 15.0% 53.3% 20.0% 15.0% 53.3% Maximum Green(s) 80 8.0 18.0 18.0 12.0 12.0 58.0 18.0 12.0 58.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None None C-Min Act Effct Green(s) 8.0 8.0 22.0 22.0 34.3 8.5 57.7 85.7 11.1 65.9 Actuated g/C Ratio 0.07 0.07 0.18 0.18 0.29 0.07 0.48 0.71 0.09 0.55 v/c Rabo 0.35 0.60 0.78 0.77 0.18 0.24 0.73 0.51 0.70 0.59 Control Delay 62.0 57.4 65.6 64.5 5.6 68.1 20.7 1.1 71.5 22.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.0 57.4 65.6 64.5 5.6 68.1 20.7 1.1 71.5 22.2 LOS E E E E A E C A E C Approach Delay 59.0 55.6 15.0 26.8 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 155 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 Ar% X, f 1 '$ +-A � A( *-I s Approach LOS E E B C Queue Length 50th(ft) 32 43 186 184 0 24 365 51 71 458 Queue Length 95th(ft) 70 #107 #368 #362 32 m27 m173 m0 #154 480 Internal Link Dist(ft) 164 352 3545 2934 Turn Bay Length(ft) 270 210 240 110 Base Capacity(vph) 120 136 308 310 511 180 1762 1203 175 1895 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.60 0.78 0.77 0.18 0.17 0.69 0.51 0.65 0.59 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 115(96%),Referenced to phase 2:SWT and 6:NET,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.78 Intersection Signal Delay:26.4 Intersection LOS:C Intersection Capacity Utilization 74.5% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Orange Ave&Gus Nicks Blvd/Entrance its02 3 04 06 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 156 Lanes, Volumes, Timings 5: Orange Ave & King SVEntrance 11/18/2022 Lane Configurations Traffic Volume(vph) 30 1220 142 373 1085 33 28 30 19 72 22 436 Future Volume(vph) 30 1220 142 373 1085 33 28 30 19 72 22 436 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 315 290 400 0 0 0 0 175 Storage Lanes 1 1 1 1 0 0 0 1 Taper Length(ft) 0 0 25 25 Lane Util.Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.966 0.850 Flt Protected 0.950 0.950 0.982 0.963 Satd.Flow(prot) 1805 3471 1599 1787 3438 1615 0 1802 0 0 1830 1599 Flt Permitted 0.950 0.950 0.982 0.963 Satd.Flow(perm) 1805 3471 1599 1787 3438 1615 0 1802 0 0 1830 1599 Right Tum on Red Yes Yes Yes Yes Satd.Flow(RTOR) 191 136 11 355 Link Speed(mph) 45 45 30 30 Link Distance(ft) 2607 991 326 798 Travel Time(s) 39.5 15.0 7.4 18.1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 0% 4% 1% 1% 5% 0% 0% 0% 0% 0% 0% 1% Adj.Flow(vph) 31 1258 146 385 1119 34 29 31 20 74 23 449 Shared Lane Traffic(%) Lane Group Flow(vph) 31 1258 146 385 1119 34 0 80 0 0 97 449 Turn Type Prot NA Perm Prot NA Perm Split NA Split NA Perm Protected Phases 1 6 5 2 8 8 7 7 Permitted Phases 6 2 7 Detector Phase 1 6 6 5 2 2 8 8 7 7 7 Switch Phase - Minimum Initial(s) 8.0 12.0 12.0 12.0 12.0 12.0 8.0 8.0 12.0 12.0 12.0 Minimum Split(s) 18.0 56.0 56.0 32.0 . 70.0 70.0 14.0 14.0 18.0 18.0 18.0 Total Split(s) 18.0 56.0 56.0 32.0 70.0 70.0 14.0 14.0 18.0 18.0 18.0 Total Split(%) 15.0% 46.7% 46.7% 26.7% 58.3% 58.3% 11.7% 11.7% 15.0% 15.0% 15.0% Maximum Green(s) 12.0 50.0 50.0 26.0 64.0 64.0 8.0 8.0 12.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 - 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min None C-Min C-Min None None None None None Act Effct Green(s) 8.5 51.7 51.7 26.8 75.6 75.6 8.0 12.3 12.3 Actuated g/C Ratio 0.07 0.43 0.43 0.22 0.63 0.63 0.07 0.10 0.10 v/c Ratio 0.24 0.84 0.18 0.96 0.52 0.03 0.62 0.52 0.93 Control Delay 59.1 39.0 7.2 83.7 15.1 0.1 67.5 61.8 40.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.1 39.0 7.2 83.7 15.1 0.1 67.5 61.8 40.1 LOS E D A F B A E E D Approach Delay 36.2 32.0 67.5 43.9 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 157 Lanes, Volumes, Timings 5: Orange Ave & King SYEntrance 11/18/2022 t f* f-% *�' 4\ a Approach LOS D C E D Queue Length 50th(ft) 20 528 30 300 278 0 53 73 72 Queue Length 95th(ft) m42 512 66 #504 357 0 #120 130 #278 Internal Link Dist(ft) 2527 911 246 718 Turn Bay Length(ft) 315 290 400 175 Base Capacity(vph) 180 1503 800 399 2167 1068 130 187 482 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.17 0.84 0.18 0.96 0.52 0.03 0.62 0.52 0.93 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset: 10(8%),Referenced to phase 2:SBT and 6:NBT,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.96 Intersection Signal Delay:36.2 Intersection LOS:D Intersection Capacity Utilization 82.4% ICU Level of Service E Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5:Orange Ave&King St/Entrance 101 ■ 02 7 08 05 t06 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 158 Lanes, Volumes, Timings 8: Orange Ave & Granby St 11/18/2022 Lane Configurations I tt tt r Traffic Volume(vph) 86 84 28 1310 1206 63 Future Volume(vph) 86 84 28 1310 1206 63 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 260 340 Storage Lanes 1 1 1 1 Taper Length(ft) 25 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 1671 1509 1327 3471 3438 1335 Flt Permitted 0.950 0.170 Satd.Flow(perm) 1671 1509 238 3471 3438 1335 Right Turn on Red Yes Yes Satd.Flow(RTOR) 46 66 Link Speed(mph) 30 45 45 Link Distance(ft) 677 575 2607 Travel Time(s) 15.4 8.7 39.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 8% 7% 36% 4% 5% 21% Adj.Flow(vph) 90 88 29 1365 1256 66 Shared Lane Traffic(%) Lane Group Flow(vph) 90 88 29 1365 1256 66 Turn Type Prot pm+ov pm+pt NA NA pm+ov Protected Phases 3 1 1 6 2 3 Permitted Phases 3 6 2 Detector Phase 3 1 1 6 2 3 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 12.0 12.0 8.0 Minimum Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(%) 26.7% 15.0% 15.0% 73.3% 58.3% 26.7% Maximum Green(s) 26.0 12.0 12.0 82.0 64.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Min C-Min None Act Effct Green(s) 12.0 26.0 96.0 96.0 84.8 104.0 Actuated g/C Ratio 0.10 0.22 0.80 0.80 0.71 0.87 v/c Ratio 0.54 0.24 0.11 0.49 0.52 0.06 Control Delay 62.8 21.2 4.1 4.7 5.0 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.8 21.2 4.1 4.7 5.0 0.1 LOS E C A A A A Approach Delay 42.2 4.7 4.8 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 159 Lanes, Volumes, Timings 8: Orange Ave & Granby St 11/18/2022 LAW- u t= s Approach LOS D A A Queue Length 50th(ft) 68 26 6 143 111 0 Queue Length 95th(ft) 118 69 m6 108 70 m0 Internal Link Dist(ft) 597 495 2527 Tum Bay Length(ft) 260 340 Base Capacity(vph) 362 411 299 2777 2430 1275 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.21 0.10 0.49 0.52 0.05 a Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:50(42%),Referenced to phase 2:SWT and 6:NETL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.54 Intersection Signal Delay:7.0 Intersection LOS:A Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splilittss and Phases: 8:Orange Ave&Granby St 01 02 03 ,1 06 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 160 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 'A .- T /10 1 Lane Configurations b . . ` ` ` �.> . t�� . r t.,.., r Traffic Volume(vph) 193 1704 73 100 1339 69 101 143 146 118 117 155 Future Volume(vph) 193 1704 73 100 1339 69 101 143 146 118 117 155 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 350 475 420 0 180 180 230 220 Storage Lanes 1 1 1 0 1 1 1 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.993 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1703 5036 1509 1770 4894 0 1556 1845 1568 1752 1881 1553 Flt Permitted 0.085 0.106 0.596 0.495 Satd.Flow(perm) 152 5036 1509 197 4894 0 976 1845 1568 913 1881 1553 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 136 8 191 191 Link Speed(mph) 40 40 30 30 Link Distance(ft) 775 677 1285 3741 Travel Time(s) 13.2 11.5 29.2 85.0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 6% 3% 7% 2% 5% 10% 16% 3% 3% 3% 1% 4% Adj.Flow(vph) 199 1757 75 103 1380 71 104 147 151 122 121 160 Shared Lane Traffic(%) Lane Group Flow(vph) 199 1757 75 103 1451 0 104 147 151 122 121 160 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 6 2 4 4 8 8 Detector Phase 1 6 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial(s) 8.0 12.0 12.0 8.0 12.0 8.0 12.0 12.0 8.0 12.0 12.0 Minimum Split(s) 28.0 64.0 64.0 18.0 54.0 18.0 20.0 20.0 18.0 20.0 20.0 Total Split(s) 28.0 64.0 64.0 18.0 54.0 18.0 20.0 20.0 18.0 20.0 20.0 Total Split(%) 23.3% 53.3% 53.3% 15.0% 45.0% 15.0% 16.7% 16.7% 15.0% 16.7% 16.7% Maximum Green(s) 22.0 58.0 58.0 12.0 48.0 12.0 14.0 14.0 12.0 14.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min None Min None None None None None None Act Effct Green(s) 61.3 61.3 61.3 57.3 57.3 24.4 13.6 13.6 24.4 13.6 13.6 Actuated g/C Ratio 0.51 0.51 0.51 0.48 0.48 0.20 0.11 0.11 0.20 0.11 0.11 v/c Ratio 0.76 0.68 0.09 0.45 0.62 0.42 0.71 0.44 0.47 0.57 0.47 Control Delay 44.8 24.2 0.2 21.3 10.7 40.8 70.0 6.9 41.8 61.5 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.8 24.2 0.2 21.3 10.7 40.8 70.0 6.9 41.8 61.5 8.3 LOS D C A C B D E A D E A Approach Delay 25.3 11.4 38.8 34.4 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 161 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 Approach LOS C B D C Queue Length 50th(ft) 100 362 0 13 64 63 110 0 74 89 0 Queue Length 95th(ft) 181 443 1 m45 247 113 #197 32 129 154 40 Internal Link Dist(ft) 695 597 1205 3661 Turn Bay Length(ft) 350 475 420 180 180 230 220 Base Capacity(vph) 361 2572 837 254 2341 266 218 353 279 222 351 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.68 0.09 0.41 0.62 0.39 0.67 0.43 0.44 0.55 0.46 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:60(50%),Referenced to phase 6:EBTL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.76 Intersection Signal Delay:22.5 Intersection LOS:C Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9:Hollins Rd&Orange Ave r--- 01 02 "'03 t04 00 _r X0605 07 �'`08 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 162 Lanes, Volumes, Timings 18: Orange Ave & 13th St * 111/18/2022 1 10� t v Lane Configurations Traffic Volume(vph) 28 1662 131 17 1369 123 95 52 42 208 85 22 Future Volume(vph) 28 1662 131 17 1369 123 95 52 42 208 85 22 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 165 0 150 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.989 0.988 0.933 0.969 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1805 3440 0 1787 3410 0 1787 1773 0 1805 1841 0 Flt Permitted 0.078 0.058 0.950 0.950 Satd.Flow(perm) 148 3440 0 109 3410 0 1787 1773 0 1805 1841 0 Right Tum on Red Yes Yes Yes No Satd.Flow(RTOR) 10 12 27 Link Speed(mph) 40 40 30 30 Link Distance(ft) 957 3625 781 3628 Travel Time(s) 16.3 61.8 17.8 82.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 1% 1% 5% 0% 1% 0% 0% 0% 0% 0% Adj.Flow(vph) 29 1731 136 18 1426 128 99 54 44 217 89 23 Shared Lane Traffic(%) Lane Group Flow(vph) 29 1867 0 18 1554 0 99 98 0 217 112 0 Turn Type pm+pt NA pm+pt NA Split NA Split NA Protected Phases 5 2 1 6 4 4 3 3 Permitted Phases 2 6 Detector Phase 5 2 1 6 4 4 3 3 Switch Phase Minimum Initial(s) 4.0 12.0 8.0 12.0 8.0 8.0 8.0 8.0 Minimum Split(s) 10.0 68.0 14.0 72.0 18.0 18.0 20.0 20.0 Total Split(s) 10.0 68.0 14.0 72.0 18.0 18.0 20.0 20.0 Total Split(%) 8.3% 56.7% 11.7% 60.0% 15.0% 15.0% 16.7% 16.7% Maximum Green(s) 4.0 62.0 8.0 66.0 12.0 12.0 14.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None Min None None None None Act Effct Green(s) 73.2 71.6 76.0 71.2 10.8 10.8 14.0 14.0 Actuated g/C Ratio 0.61 0.60 0.63 0.59 0.09 0.09 0.12 0.12 v/c Ratio 0.19 0.91 0.10 0.77 0.62 0.54 1.03 0.52 Control Delay 12.3 29.0 10.1 23.5 69.3 48.3 122.1 58.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.3 29.0 10.1 23.5 69.3 48.3 122.1 58.5 LOS B C B C E D F E Approach Delay 28.7 23.3 58.9 100.4 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 163 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 Approach LOS C C E F Queue Length 50th(ft) 5 362 4 179 74 52 —181 82 Queue Length 95th(ft) m14 #934 m7 225 133 109 #340 m141 Internal Link Dist(ft) 877 3545 701 3548 Turn Bay Length(ft) 165 150 150 150 Base Capacity(vph) 154 2057 181 2027 178 201 210 214 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.91 0.10 0.77 0.56 0.49 1.03 0.52 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:55(46%),Referenced to phase 2:EBTL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay:34.0 Intersection LOS:C Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 18:Orange Ave&13th St T D1 ` 203 N04 05 06 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 164 HCM 2010 TWSC 12: Hollins Rd & Mason Mill Rd 12/15/2022 Int Delay,s/veh 6.4 "3 - �. .. ;5 Lane Configurations ` . Traffic Vol,veh/h 1 308 334 34 422 315 Future Vol,veh/h 1 308 334 34 422 315 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles,% 0 1 2 3 1 3 Mvmt Flow 1 324 352 36 444 332 Conflicting Flow All 1590 370 0 0 388 0 Stage 1 370 - _ _ Stage 2 1220 - - _ Critical Hdwy 6.4 6.21 - - 4.11 - Critical Hdwy Stg 1 5.4 - _ _ _ Critical Hdwy Stg 2 5.4 - - _ - _ Follow-up Hdwy 3.5 3.309 - - 2,209 Pot Cap-1 Maneuver 120 678 - - 1176 - Stage1 703 - - _ Stage 2 282 - _ _ Platoon blocked, % _ _ Mov Cap-1 Maneuver 64 678 - - 1176 - Mov Cap-2 Maneuver 64 - _ _ _ Stage 1 703 - _ _ Stage 2 151 - - - r HCM Control Delay,s 15.7 0 5.7 HCM LOS C Capacity(veh/h) - - 658 1176 HCM Lane V/C Ratio - - 0.494 0.378 - HCM Control Delay(s) - - 15.7 9.9 0 HCM Lane LOS - - C A A HCM 95th%file Q(veh) - - 2.8 1.8 - Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) CPB Synchro 11 Report Page 1 165 HCM 2010 TWSC 14: Orange Ave & Mecca St 12/15/2022 Int Delay,s/veh 14.2 a F .„ :. Lane Configurations ve . I. tt Traffic Vol,veh/h 39 34 1284 49 93 1197 Future Vol,veh/h 39 34 1284 49 93 1197 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 210 - Veh in Median Storage,# 0 - 0 - - 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 42 37 1396 53 101 1301 r . Conflicting Flow All 2276 725 0� 0 1449 0 Stage 1 1423 - - Stage 2 853 - _ Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 2 5.84 - _ Follow-up Hdwy 3.52 3.32 - _ 2.22 Pot Cap-1 Maneuver -34 368 - - 463 - Stage 1 188 _ _ _ Stage 2 378 - - Platoon blocked, % _ _ Mov Cap-1 Maneuver -27 368 - - 463 - Mov Cap-2 Maneuver -27 - _ Stage 1 188 - _ Stage 2 296 - - HCM Control Delay,s$505.1 0 1.1 HCM LOS F Capacity(veh/h) - - 48 463 - HCM Lane V/C Ratio - - 1.653 0.218 - HCM Control Delay(s) - -$505.1 14.9 - HCM Lane LOS _ _ F B HCM 95th%tile Q(veh) - - 7.8 0.8 - -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined •:All major volume in platoon Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) CPB Synchro 11 Report Page 2 166 HCM 2010 TWSC 21: Manning Rd & 20th St 12/15/2022 Int Delay,s/veh5.6 Lane Configurations + ` Traffic Vol,veh/h 7 30 3 21 10 3 20 13 27 11 Future Vol,veh/h 7 30 3 21 10 3 20 13 27 11 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free Free Stop Stop RT Channelized - - - None - - None - None Storage Length _ 0 - Veh in Median Storage,# 0 _ _ 0 _ - - - 0 Grade,% 0 _ - 0 _ 0 0 0 - 0 Peak Hour Factor 82 82 82 82 82 82 82 82 82" 82 Heavy Vehicles,% 14 3 0 0 0 8 0 0 2 0 Mvmt Flow 9 37 4 26 12 4 24 16 33 13 Conflicting Flow All 103 32 40 0 0 38 0 0 101 32 Stage 1 40 - _ _ _ Stage 2 63 _ - - - 40 - - - 61 - Critical Hdwy 7.24 6.45 4.1 - - 4.18 - - 7.1 6.2 Critical Hdwy Stg 1 6.24 - - _ _ Critical Hdwy Stg 2 6.24 _ _ _ - - - 6.1 - Follow-upHdwy - - 6.1 - wy 3.626 3.525 2.2 - - 2.272 - - 3.5 3.3 Pot Cap-1 Maneuver 850 980 1583 - - 1534 - 885 1048 Stage 1 945 - _ _ _ - Stage 2 919 _ - - 980 - Platoon blocked, % - _ - 955 Mov Cap-1 Maneuver 809 980 1583 - - 1534 - - 846 1048 Mov Cap-2 Maneuver 809 - - - - - - 846 Stage 1 942 - - - - - - - 977 Stage 2 870 - - - - - 907 - g! dim SUE HCM Control Delay,s 9.7 0.6 0.6 9.5 HCM LOS A A Capacity(veh/h) 855 1534 - 1583 - - 815 HCM Lane V/C Ratio 0.064 0.002 - - 0.002 - - 0.051 HCM Control Delay(s) 9.5 7.4 0 - 7.3 0 - 9.7 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.2 0 - - 0 - - 0.2 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) CPB Synchro 11 Report Page 3 167 HCM 2010 TWSC 23: Mason Mill Rd & 20th St 12/15/2022 3 Int Delay,s/veh 2 a Lane Configurations' Traffic Vol,veh/h 6 15 42 7 10 53 Future Vol,veh/h 6 15 42 7 10 53 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None. - None - None Storage Length 0 _ Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 _ 0 _ 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 7 18 50 8 12 63 Conflicting Flow All 141 54 0 0 58 0 Stage 1 54 _ _ _ _ Stage 2 87 - _ _ _ _ Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - _ _ _ _ Critical Hdwy Stg 2 5.42 - - _ _ _ Follow-up Hdwy 3.518 3.318 - - 2,218 - Pot Cap-1 Maneuver 852 1013 - - 1546 - Stage 1 969 - Stage 2 936 - Platoon blocked, % Mov Cap-1 Maneuver 845 1013 - - 1546 - Mov Cap-2 Maneuver 845 - - _ _ _ Stage 1 969 - Stage 2 929 - HCM Control Delay, HCM LOS A Capacity(veh/h) - 959 1546 - 0. HCM Lane WC Ratio - - 0.026 0.008 - HCM Control Delay(s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 4 168 HCM 2010 TWSC 26: 13th St/Craig Rd & Mason Mill Rd 12/15/2022 Int Delay,s/veh 6,8 _. Lane Configurations ' Traffic Vol,veh/h 23 42 394 0 53 0 253 7 0 Future Vol,veh/h 23 42 394 0 53 0 253 7 3 4 7 Conflicting Peds,#/hr 0 0 0 p 0 3 4 7 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None Storage Length - - - - - None - - None Veh in Median Storage,# - 0 _ _ 0 0 Grade, % 0 - - 0 - Peak Hour Factor 0 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 6 0 2 0 0 0 2 0 0 0 0 0 Mvmt Flow 26 48 453 0 61 0 291 8 0 3 5 8 Conflicting Flow All 61 0 ' 0 501 0 0 395 388 275 392 614 �>61 Stage 1 - - - - - - 327 32761 61 Stage 2 - - _ _ - Critical Hdwy 4.16 _ _ - 68 61 - 331 553 - 4.1 - - 7.12 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.12 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - - - - 6.12 5.5 - 6.1 5.5 Follow-up Hdwy 2.254 - - 2.2 - - 3.518 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1517 - - 1074 - - 565 550 769 571 410 1010. Stage - - - - - - 686 651 - 955 848 Stage 2 - - - - - - 942 848 - 687 518 Platoon blocked, % - _ - - " Mov Cap-1 Maneuver 1517 - - 1074 - - 545 536 769 553 399 1010 Mov Cap-2 Maneuver - - - - - - 545 536 - 553 399 Stage 1 - - - - - - 668 634 - 930 848 Stage 2 - - - - - - 929 848 - 661 505 - 1 ". ` ` . .. -> ` .. ., HCM Control Delay,s -9 a— M-1 21 0.4 0 19.3 10,9 HCM LOS C B Capacity(veh/h) 545 1517 - - 1074 - - 626 N HCM Lane V/C Ratio 0.548 0.017 - - - - - 0.026 HCM Control Delay(s) 19.3 7.4 0 - 0 - - 10.9 HCM Lane LOS C A A _ A _ B HCM 95th%tile Q(veh) 3.3 0.1 - - 0 - - 0.1 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 5 169 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 AM Ze � s` Lane Configurations _ e .. Traffic Volume(vph) 9 20 6 720 6 126 1 995 365 9 14fill 59 0 Future Volume(vph) 9 20 6 720 Ideal Flow v h l 6 126 1 995 365 79 1459 0 ( P P) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 Storage Lanes 1 271 210 240 110 0 Taper Length(ft) 25 0 1 1 1 1 1 0 25 0 Lane Util.Factor 0 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 Fft 0.964 1.00 1.00 0.95 0.95 At Protected0.950 0.950 0.953 0.950 0.850 0.850 Satd.Flow(prot) 1805 1698 0 1649 1655 1455 1805 3282 1509 015430 3374 0 Flt Permitted 0.950 0.950 0.953 .950 .950 Satd.Flow(perm) 1805 1698 0 1649 1655 1455 1805 3282 1509 1 Right Turn on Red Yes 543 3374 0 Satd.Flow(RTOR) 7 Yes Yes Yes Link Speed(mph) 30 30 140 406 Link Distance(ft) 40 40 244 432 Travel Time(s) 5.5 3625 3014 Peak Hour Factor 9.8 61.8 51.4 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles(%) 0% 5% 17% 4% 0% 11% 0% 10% 7% 17% 7% 0% Adj.Flow(vph) 10 22 7 800 7 140 1 1106 406 88 1621 Shared Lane Traffic(%) 50% 0 Lane Group Flow(vph) 10 29 0 400 407 140 1 1106 406 88 1621 0 Turn Type Split NA Split NA pm+ov Prot NA pm+ov Prot NA Protected Phases 4 4 3 3 5 1 6 3 5 2 Permitted Phases 1 3 6 Detector Phase 4 4 3 3 5 1 6 3 5 2 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 14.0 14.0 28.0 28.0 18.0 18.0 60.0 28.0 18.0 60.0 Total Split(s) 14.0 14.0 28.0 28.0 18.0 18.0 60.0 28.0 18.0 60.0 Total Split(%) 11.7% 11.7% 23.3% 23.3% 15.0% 15.0% 50.0% 23.3% 15.0% 50.0% Maximum Green(s) 8.0 8.0 22.0 22.0 12.0 12.0 54.0 22.0 12.0 54.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None None C-Min Act Effct Green(s) 8.0 8.0 22.0 22.0 35.2 8.0 60.8 88.8 10.8 74.8 Actuated g/C Ratio 0.07 0.07 0.18 0.18 0.29 0.07 0.51 0.74 0.09 0.62 v/c Ratio 0.08 0.24 1.32 1.34 0.27 0.01 0.67 0.33 0.63 0.77 Control Delay 54.3 48.7 206.3 213.5 4.7 75.0 25.5 0.6 79.7 16.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.3 48.7 206.3 213.5 4.7 75.0 25.5 0.6 79.7 16.0 LOS D D F F A E C A E B Approach Delay 50.1 179.6 18.8 19.3 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background CPB Synchro 11 Report Page 1 170 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 hAggikd Approach LOS g r D P . B._�� B,>. Queue Length 50th(ft) 7 16 -422 -433 0 1 422 0 59 615 Queue Length 95th(ft) 26 48 #629 #642 36 m0 288 1 m108 #821 Internal Link Dist(ft) 164 352 3545 Tum Bay Length(ft) 2934 Base Capacity . 270 210 240 110 P y(vhP ) 120 119 302 303 538 180 1662 1221 154 2103 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 p Reduced v/c Ratio 0.08 0.24 1.32 1.34 0.26 0.01 0.67 0.33 0.57 0.77 Area Type. Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:110(92%),Referenced to phase 2:SWT and 6:NET,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.34 Intersection Signal Delay:55.5 Intersection LOS:E Intersection Capacity Utilization 88.8% ICU Level of Service E Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Orange Ave&Gus Nicks Blvd/Entrance ! 01 T702 fRI was Nr04 5 /*0b Background AM Peak Hour 7:15 am 08/24/2022 2031 Background CPB Synchro 11 Report Page 2 171 Lanes, Volumes, Timings 5: Orange Ave & King SUEntrance 11/18/2022 f* ♦ *J Lane Configurations tt F� I Traffic Volume(vph) 32 917 86 430 1179 50 31 19 39 257 29 423 Future Volume(vph) 32 917 86 430 1179 50 31 19 39 257 29 423 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 315 290 400 0 0 0 230 285 Storage Lanes 1 1 1 1 0 0 1 1 Taper Length(ft) 0 0 25 0 Lane Util.Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Ftt 0.850 0.850 0.942 0.850 Flt Protected 0.950 0.950 0.983 0.950 0.962 Satd.Flow(prot) 1805 3195 1509 1787 3438 1615 0 1737 0 1681 1709 1583 Flt Permitted 0.950 0.950 0.983 0.950 0.962 Satd.Flow(perm) 1805 3195 1509 1787 3438 1615 0 1737 0 1681 1709 1583 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 191 136 25 110 Link Speed(mph) 45 45 30 30 Link Distance(ft) 2607 991 326 798 Travel Time(s) 39.5 15.0 7.4 18.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 13% 7% 1% 5% 0% 0% 0% 3% 2% 0% 2% Adj.Flow(vph) 35 997 93 467 1282 54 34 21 42 279 32 460 Shared Lane Traffic(%) 45% Lane Group Flow(vph) 35 997 93 467 1282 54 0 97 0 153 158 460 Turn Type Prot NA Perm Prot NA Perm Split NA Split NA pm+ov Protected Phases 1 6 5 2 8 8 7 7 5 Permitted Phases 6 2 7 Detector Phase 1 6 6 5 2 2 8 8 7 7 5 Switch Phase Minimum Initial(s) 8.0 12.0 12.0 12.0 12.0 12.0 8.0 8.0 12.0 12.0 12.0 Minimum Split(s) 18.0 50.0 50.0 32.0 64.0 64.0 14.0 14.0 24.0 24.0 32.0 Total Split(s) 18.0 50.0 50.0 32.0 64.0 64.0 14.0 14.0 24.0 24.0 32.0 Total Split(%) 15.0% 41.7% 41.7% 26.7% 53.3% 53.3% 11.7% 11.7% 20.0% 20.0% 26.7% Maximum Green(s) 12.0 44.0 44.0 26.0 58.0 58.0 8.0 8.0 18.0 18.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min None C-Min C-Min None None None None None Act Effct Green(s) 8.6 42.1 42.1 29.8 68.8 68.8 8.5 15.6 15.6 45.4 Actuated g/C Ratio 0.07 0.35 0.35 0.25 0.57 0.57 0.07 0.13 0.13 0.38 v/c Ratio 0.27 0.89 0.14 1.05 0.65 0.05 0.66 0.70 0.71 0.69 Control Delay 54.1 53.1 5.8 101.8 21.2 0.1 62.2 66.9 67.6 22.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.1 53.1 5.8 101.8 21.2 0.1 62.2 66.9 67.6 22.3 LOS D D A F C A E E E C Approach Delay 49.3 41.5 62.2 40.4 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 172 Lanes, Volumes, Timings 5: Orange Ave & King St/Entrance 11/18/2022 Approach LOS ' D p E Queue Length 50th(ft) 22 408 9 —441 388 0 54 120 124 165 Queue Length 95th(ft) 52 505 43 #649 495 0 #138 194 200 257 Internal Link Dist(ft) 2527 911 246 718 Turn Bay Length(ft) 315 290 400 230 285 Base Capacity(vph) 180 1171 674 443 1971 984 146 252 256 667 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.85 0.14 1.05 0.65 0.05 0.66 0.61 0.62 0.69 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset: 10(8%),Referenced to phase 2:SBT and 6:NBT,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay:44.1 Intersection LOS:D Intersection Capacity Utilization 78.7% ICU Level of Service D Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5:Orange Ave&King St/Entrance 01 02 7 os 5 t06 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 173 Lanes, Volumes, Timings 8: Orange Ave & Granby St 11/18/2022 Lane Configurations I .� ►� � ,�, +4 Traffic Volume(vph) 43 74 115 1063 1466 58 Future Volume(vph) 43 74 115 1063 1466 58 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 260 340 Storage Lanes 1 1 1 1 Taper Length(ft) 25 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 Fd 0.850 0.850 Flt Protected 0.950 0.950 Said.Flow(prot) 1480 1091 1656 3252 3438 1455 Fit Permitted 0.950 0.106 Satd.Flow(perm) 1480 1091 185 3252 3438 1455 Right Turn on Red Yes Yes Satd.Flow(RTOR) 21 61 Link Speed(mph) 30 45 45 Link Distance(ft) 677 575 2607 Travel Time(s) 15.4 8.7 39.5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles(%) 22% 48% 9% 11% 5% 11% Adj.Flow(vph) 45 78 121 1119 1543 61 Shared Lane Traffic(%) Lane Group Flow(vph) 45 78 121 1119 1543 61 Tum Type Prot pm+ov pm+pt NA NA pm+ov Protected Phases 3 1 1 6 2 3 Permitted Phases 3 6 2 Detector Phase 3 1 1 6 2 3 Switch Phase Minimum Initial(s) 12.0 8.0 8.0 12.0 12.0 12.0 Minimum Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(%) 26.7% 15.0% 15.0% 73.3% 58.3% 26.7% Maximum Green(s) 26.0 12.0 12.0 82.0 64.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Min C-Min None Act Effct Green(s) 12.2 25.1 99.4 100.6 82.9 101.0 Actuated g/C Ratio 0.10 0.21 0.83 0.84 0.69 0.84 We Ratio 0.30 0.32 0.43 0.41 0.65 0.05 Control Delay 55.7 30.4 24.9 1.3 7.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.7 30.4 24.9 1.3 7.5 0.1 LOS E C C A A A Approach Delay 39.6 3.6 7.2 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 174 Lanes, Volumes, Timings 8: Orange Ave & Granby St 11/18/2022 Approach LOS D A A Queue Length 50th(ft) 33 36 30 21 133 0 Queue Length 95th(ft) 71 77 m66 14 296 m0 Internal Link Dist(ft) 597 495 2527 Turn Bay Length(ft) 260 340 Base Capacity(vph) 320 262 306 2727 2374 1367 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.30 0.40 0.41 0.65 0.04 Area Type. Other Cycle Length:120 Actuated Cycle Length: 120 Offset:50(42%),Referenced to phase 2:SV T and 6:NETL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.65 Intersection Signal Delay:7.0 Intersection LOS:A Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 8:Orange Ave&Granby St 7 01 02 03 06 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 175 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 Lane Configurations �t ,t Traffic Volume(vph) 2 97 1186 62 79 1863 94 9 102 85 84 91 Future Volume(vph) 2 97 1186 62 79 1863 94 79 102 85 84 91 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 350 475 420 0 180 180 230 Storage Lanes 1 1 1 0 1 1 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 0.91 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.993 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 0 1674 4848 1252 1612 4848 0 1433 1845 1429 1583 1759 Flt Permitted 0.098 0.193 0.693 0.574 Satd.Flow(perm) 0 173 4848 1252 327 4848 0 1045 1845 1429 957 1759 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 136 9 191 Link Speed(mph) 40 40 30 30 Link Distance(ft) 775 677 1285 3741 Travel Time(s) 13.2 11.5 29.2 85.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 8% 7% 29% 12% 6% 11% 26% 3% 13% 14% 8% Adj.Flow(vph) 2 105 1289 67 86 2025 102 86 111 92 91 99 Shared Lane Traffic(%) Lane Group Flow(vph) 0 107 1289 67 86 2127 0 86 111 92 91 99 Tum Type pm+pt pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 1 1 6 5 2 7 4 3 8 Permitted Phases 6 6 6 2 4 4 8 Detector Phase 1 1 6 6 5 2 7 4 4 3 8 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 12.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 18.0 18.0 64.0 64.0 18.0 64.0 18.0 20.0 20.0 18.0 20.0 Total Split(s) 18.0 18.0 64.0 64.0 18.0 64.0 18.0 20.0 20.0 18.0 20.0 Total Split(%) 15.0% 15.0% 53.3% 53.3°% 15.0% 53.3% 15.0% 16.7% 16.7% 15.0% 16.7% Maximum Green(s) 12.0 12.0 58.0 58.0 12.0 58.0 12.0 14.0 14.0 12.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Min C-Min None Min None None None None None Act Effct Green(s) 53.8 53.8 53.8 62.3 62.3 23.4 12.9 12.9 24.5 15.7 Actuated g/C Ratio 0.45 0.45 0.45 0.52 0.52 0.20 0.11 0.11 0.20 0.13 v/c Ratio 0.52 0.59 0.11 0.21 0.84 0.36 0.56 0.28 0.36 0.43 Control Delay 32.0 28.3 0.3 7.1 9.9 40.4 62.2 2.2 40.2 56.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 32.0 28.3 0.3 7.1 9.9 40.4 62.2 2.2 40.2 56.2 LOS C C A A A D E A D E Approach Delay 27.3 9.8 36.6 28.8 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 176 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 Lan e'(Eonfigurations Traffic Volume(vph) 217 Future Volume(vph) 217 Ideal Flow(vphpl) 1900 Storage Length(ft) 220 Storage Lanes 1 Taper Length(ft) Lane Util.Factor 1.00 Frt 0.850 Flt Protected Satd.Flow(prot) 1468 Flt Permitted Satd.Flow(perm) 1468 Right Tum on Red Yes Satd.Flow(RTOR) 236 Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.92 Heavy Vehicles(%) 10% Adj.Flow(vph) 236 Shared Lane Traffic(%) Lane Group Flow(vph) 236 Turn Type Perm Protected Phases Permitted Phases 8 Detector Phase 8 Switch Phase Minimum Initial(s) 12.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 16.7% Maximum Green(s) 14.0 Yellow Time(s) 4.0 All-Red Time(s) 2.0 Lost Time Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mode None Act Effct Green(s) 15.7 Actuated g/C Ratio 0.13 v/c Ratio 0.60 Control Delay 13.0 Queue Delay 0.0 Total Delay 13.0 LOS B Approach Delay Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 177 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 4, &" Approach LOS C A D Queue Length 50th(ft) 55 306 0 14 314 54 83 0 57 74 Queue Length 95th(ft) 89 326 0 m8 m94 98 143 0 101 131 Internal Link Dist(ft) 695 597 1205 3661 Turn Bay Length(ft) 350 475 420 180 180 230 Base Capacity(vph) 227 2537 720 409 2519 255 215 335 263 240 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.47 0.51 0.09 0.21 0.84 0.34 0.52 0.27 0.35 0.41 Area Type. Other Cycle Length:120 Actuated Cycle Length: 120 Offset:70(58%),Referenced to phase 6:EBTL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.84 Intersection Signal Delay: 19.2 Intersection LOS:B Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9:Hollins Rd&Orange Ave D1 ®2 1111b3 }3 104 I lr75 fe05 4\07 ■' ©8 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 3 178 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 11/18/2022 4/01 , z 4 s ' a�+ Approach LOS Queue Length 50th(ft) 0 Queue Length 95th(ft) 78 Internal Link Dist(ft) Turn Bay Length(ft) 220 Base Capacity(vph) 404 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.58 � G �u Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 4 179 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 -a Lane Configurations , ', ' � ' ,�" Traffic Volume(vph) 15 1281 62 6 1989 122 1 121 41 19 2 120 Future Volume(vph) 15 1281 62 6 1989 122 1 121 41 19 2 120 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 165 0 150 0 150 0 150 Storage Lanes 1 0 1 0 1 0 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.991 0.953 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1805 3180 0 1736 3386 0 0 1787 1811 0 0 1805 Flt Permitted 0.057 0.109 0.950 0.950 Satd.Flow(perm) 108 3180 0 199 3386 0 0 1787 1811 0 0 1805 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 6 8 15 Link Speed(mph) 40 40 30 Link Distance(ft) 957 3625 781 Travel Time(s) 16.3 61.8 17.8 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.92 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles(%) 0% 13% 7% 4% 6% 0% 0% 1% 0% 0% 0% 0% Adj.Flow(vph) 16 1377 67 6 2139 131 1 130 44 20 2 129 Shared Lane Traffic(%) Lane Group Flow(vph) 16 1444 0 6 2270 0 0 131 64 0 0 131 Tum Type pm+pt NA pm+pt NA Split Split NA Split Split Protected Phases 5 2 1 6 4 4 4 3 3 Permitted Phases 2 6 Detector Phase 5 2 1 6 4 4 4 3 3 Switch Phase Minimum Initial(s) 8.0 12.0 4.0 12.0 12.0 12.0 12.0 8.0 8.0 Minimum Split(s) 14.0 72.0 10.0 68.0 20.0 20.0 20.0 18.0 18.0 Total Split(s) 14.0 72.0 10.0 68.0 20.0 20.0 20.0 18.0 18.0 Total Split(%) 11.7% 60.0% 8.3% 56.7% 16.7% 16.7% 16.7% 15.0% 15.0% Maximum Green(s) 8.0 66.0 4.0 62.0 14.0 14.0 14.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 -0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None Min None None None None None Act Effct Green(s) 76.9 75.3 73.3 71.7 13.2 13.2 11.5 Actuated g/C Ratio 0.64 0.63 0.61 0.60 0.11 0.11 0.10 v/c Ratio 0.09 0.72 0.03 1.12 0.67 0.30 0.76 Control Delay 13.4 29.0 8.5 84.3 68.3 42.3 79.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.4 29.0 8.5 84.3 68.3 42.3 79.9 LOS B C A F E D E Approach Delay 28.8 84.1 59.8 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 180 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 Lan e5onfigurations Traffic Volume(vph) 38 43 Future Volume(vph) 38 43 Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 Storage Lanes 0 Taper Length(ft) Lane Util.Factor 1.00 1.00 Fft 0.921 Flt Protected Satd.Flow(prot) 1723 0 Flt Permitted Said.Flow(perm) 1723 0 Right Turn on Red No Satd.Flow(RTOR) Link Speed(mph) 30 Link Distance(ft) 3628 Travel Time(s) 82,5 Peak Hour Factor 0.93 0.93 Heavy Vehicles(%) 0% 3% Adj.Flow(vph) 41 46 Shared Lane Traffic(%) Lane Group Flow(vph) 87 0 Tum Type NA Protected Phases 3 Permitted Phases Detector Phase 3 Switch Phase Minimum Initial(s) 8,0 Minimum Split(s) 18.0 Total Split(s) 18.0 Total Split(%) 15.0% Maximum Green(s) 12.0 Yellow Time(s) 4.0 All-Red Time(s) 2.0 Lost Time Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mode None Act Effct Green(s) 11.5 Actuated g/C Ratio 0.10 v/c Ratio 0.53 Control Delay 63.6 Queue Delay 0.0 Total Delay 63.6 LOS E Approach Delay 73.4 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 181 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 Approach LOSk C F E Queue Length 50th(ft) 3 316 1 —990 98 35 gg Queue Length 95th(ft) m10 426 m1 m#1093 #169 79 #196 Internal Link Dist(ft) 877 3545 701 Turn Bay Length(ft) 165 150 150 150 Base Capacity(vph) 182 1998 180 2027 208 224 180 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.72 0.03 1.12 0.63 0.29 0.73 .v z Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:55(46%),Referenced to phase 2:EBTL,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay:62.9 Intersection LOS:E Intersection Capacity Utilization 82.3% ICU Level of Service E Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 18:Orange Ave&13th St J- O —PO2 03 {L 4 06 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 3 182 Lanes, Volumes, Timings 18: Orange Ave & 13th St 11/18/2022 Y t Approach LOS E ; Queue Length 50th(ft) 64 Queue Length 95th(ft) 121 Internal Link Dist(ft) 3548 Turn Bay Length(ft) Base Capacity(vph) 172 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.51 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background Synchro 11 Report CPB Page 4 183 HCM 6th TWSC 12: Hollins Rd & Mason Mill Rd 11/18/2022 Int Delay,s/veh N 6.6 2 , Lane Configurations Traffic Vol,veh/h 13 322 240 7 215 358 Future Vol,veh/h 13 322 240 7 215 358 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 _ Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 _ 0 _ 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 0 1 5 14 2 7 Mvmt Flow 15 366 273 8 244 407 Conflicting Flow All 1172 277 0 0 281 0 Stage 1 277 _ Stage 2 895 - Critical Hdwy 6.4 6.21 - - 4.12 - Critical Hdwy Stg 1 5.4 - _ _ _ Critical Hdwy Stg 2 5.4 - - _ _ _ Follow-up Hdwy 3.5 3.309 - - 2.218 _ Pot Cap-1 Maneuver 215 764 - - 1282 - Stage 1 774 - _ _ _ Stage 2 402 - - _ _ _ Platoon blocked, % Mov Cap-1 Maneuver 162 764 - - 1282 - Mov Cap-2 Maneuver 162 - - _ _ _ Stage 1 774 - Stage 2 303 - HCM Control�Delayi 17.3 0 3.2 HCM LOS C Capacity(veh/h) - 668 1282 HCM Lane V/C Ratio - - 0.57 0.191 - HCM Control Delay(s) - - 17.3 8.5 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 3.6 0.7 - Background AM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 184 HCM 6th TWSC 14: Orange Ave & Mecca St 11/18/2022 Int Delay,s/veh X4.4 ' Lane Configurations ► � ,�,� Traffic Vol,veh/h 19 35 1143 44 116 1424 Future Vol,veh/h 19 35 1143 44 116 1424 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 210 - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 _ 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 38 1242 48 126 1548 Conflicting Flow All 2292 645 0 0 1290 0 Stage 1 1266 - - - - _ Stage 2 1026 - - _ - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - _ - Critical Hdwy Stg 2 5.84 - - - - _ Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 33 415 - - 533 - Stage 1 229 - - - - _ Stage 2 307 - - - - _ Platoon blocked, % - - _ Mov Cap-1 Maneuver 25 415 - - 533 - Mov Cap-2 Maneuver 25 - - - _ _ Stage 1 229 - _ - - _ Stage 2 235 - - - - _ % HCM Control Delay,s 196.1 0 1 HCM LOS F Capacity(veh/h) - - 64 533 - HCM Lane WC Ratio - - 0.917 0.237 - HCM Control Delay(s) - - 196.1 13.8 - HCM Lane LOS - _ F B HCM 95th°ladle Q(veh) - - 4.4 0.9 - Background AM Peak Hour 4:45 pm 08/24/2022 2031 Background CPB Synchro 11 Report Page 2 185 HCM 6th TWSC 21: Manning Rd & 20th St 11/18/2022 4 � Int Delay,s/veh 4.9 m Li- Lane Configurations ,h Traffic Vol,veh/h 6 13 1 12 10 2 9 14 17 5 Future Vol,veh/h 6 13 1 12 10 2 9 14 17 5 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free Free Stop Stop RT Channelized - - - - None - - None - None Storage Length - 0 - - - - - - 0 - Veh in Median Storage,# 0 - - 0 - _ 0 _ 0 Grade,% 0 - - 0 0 - 0 Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 0 4 100 0 17 8 22 14 6 40 Mvmt Flow 7 15 1 14 11 2 10 16 20 6 Conflicting Flow All y57 18 26 0 0 25 0 0 53 20d< Stage 1 22 _ _ - _ - - - 22 Stage 2 35 - - - - - 31 - Critical Hdwy 7.1 6.2 5.1 - - 4.18 - - 7.1 6.6 Critical Hdwy Stg 1 6.1 - - - - - - - 6.1 - Critical Hdwy Stg 2 6.1 - - - - - - - 6.1 - Follow-up Hdwy 3.5 3.3 3.1 - - 2.272 - - 3.5 3.66 Pot Cap-1 Maneuver 945 1066 1132 - - 1551 - - 951 958 Stage 1002 - - - - - - - 1002 - Stage 2 986 - - - - - - - 991 - Platoon blocked,% - _ Mov Cap-1 Maneuver 921 1066 1132 - - 1551 - - 935 958 Mov Cap-2 Maneuver 921 - - - - - - - 935 - Stage l 1001 - - - - - - - 1001 - Stage 2 957 - - - - - - 971 - 3 y HCM Control Delay,s 9.3 0.4 HCM LOS A A Capacity(veh/h) 867 1551 1132 862 HCM Lane WC Ratio 0.034 0.001 - - 0.001 - - 0.02 HCM Control Delay(s) 9.3 7.3 0 - 8.2 0 - 9.3 HCM Lane LOS A A A _ A A _ A HCM 95th°/stile Q(veh) 0.1 0 - - 0 - - 0.1 Background AM Peak Hour 4:45 pm 08/24/2022 2031 Background CPB Synchro 11 Report Page 3 186 HCM 6th TWSC 23: Mason Mill Rd & 20th St 11/18/2022 Int Delay,s/veh 2.1 Lane Configurations ► ;« Traffic Vol,veh/h 5 9 26 1 7 37 Future Vol,veh/h 5 9 26 1 7 37 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 _ Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 71 71 71 71 71 71 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 13 37 1 10 52 Conflicting Flow All 110 38 0 0 38 0AN ` Stage 1 38 - - - Stage 2 72 _ _ - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - _ _ _ _ Critical Hdwy Stg 2 5.42 - - _ - _ Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 887 1034 - - 1572 - Stage 1 984 _ - - Stage 2 951 - - _ Platoon blocked, % - _ Mov Cap-1 Maneuver 881 1034 - - 1572 - Mov Cap-2 Maneuver 881 - _ Stage 1 984 _ _ Stage 2 944 - - -00 ,. HCM Control Delay,s 8.8 0 1.2 mum HCM LOS A Capacity(veh/h) 974 1572 - HCM Lane WC Ratio - - 0.02 0.006 - HCM Control Delay(s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Background AM Peak Hour 4:45 pm 08/24/2022 2031 Background CPB Synchro 11 Report Page 4 187 HCM 2010 TWSC 26: 13th St/Craig Rd & Mason Mill Rd 12/15/2022 .. gs mw Int Delay,s/veh 7 ., , Lane Configurations` Traffic Vol,veh/h ' 5 26 189 2 40 0 279 1 0 3 2 18 Future Vol,veh/h 5 26 189 2 40 0 279 1 0 3 2 18 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None Storage Length _ - _ - - None Veh in Median Storage,# - 0 - - 0 - _ p - - - Grade,% - _ 0 0 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 1 0 0 0 1 0 0 0 0 0 Mvmt Flow 5 28 205 2 43 0 303 1 0 3 2 20 Conflicting Flow All 43 0 0 233 0 0 199 188 131 188 rt 290 43 � Stage 1 - - - - - - 141 141 - 47 47 Stage 2 _ - _ - - - 58 47 - 141 243 Critical Hdwy 4.1 - - 4.1 - 7.11 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.11 5.5 Critical Hdwy Stg 2 _ - _ - 6.1 5.5 - - 6.11 5.5 - 6.1 5.5 Follow-up Hdwy 2.2 - - 2.2 - - 3.509 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1579 - - 1346 - - 762 710 924 777 624 1033 Stage 1 - - - - - - 864 784 - 972 860 Stage 2 - - - - - - 956 860 - 867 708 Platoon blocked, % _ - Mov Cap-1 Maneuver 1579 - - 1346 - - 742 706 924 772 620 1033 Mov Cap-2 Maneuver - - - - - 742 706 - 772 620 Stage - - - - - - 861 781 - 968 858 Stage 2 - - - - - - 934 858 - 862 705 - HCM Control Delay,s 0.2 0.4 13.2 8.9 HCM LOS B A Capacity(veh/h) 742 1579 - - 1346 937 HCM Lane WC Ratio 0.41 0.003 - - 0.002 - - 0.027 HCM Control Delay(s) 13.2 7.3 0 - 7.7 0 - 8.9 HCM Lane LOS B A A _ A A A HCM 95th°/stile Q(veh) 2 0 - - 0 - - 0.1 Background AM Peak Hour 7:15 am 08/24/2022 2031 Background CPB Synchro 11 Report Page 1 188 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 Lane Configurations *t t Traffic Volume(vph) 43 47 36 465 26 97 30 1273 631 120 1151 8 Future Volume(vph) 43 47 36 465 26 97 30 1273 631 120 1151 8 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 270 210 240 110 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length(ft) 25 25 0 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Fd 0.935 0.850 0.850 0.999 Fit Protected 0.950 0.950 0.957 0.950 0.950 Said.Flow(prot) 1805 1712 0 1681 1690 1524 1805 3471 1553 1752 3433 0 Flt Permitted 0.950 0.950 0.957 0.950 0.950 Satd.Flow(perm) 1805 1712 0 1681 1690 1524 1805 3471 1553 1752 3433 0 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 25 82 305 1 Link Speed(mph) 30 30 40 40 Link Distance(ft) 244 432 3625 3014 Travel Time(s) 5.5 9.8 61.8 51.4 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles(%) 0% 2% 6% 2% 4% 6% 0% 4% 4% 3% 5% 13% Adj.Flow(vph) 44 48 37 474 27 99 31 1299 644 122 1174 8 Shared Lane Traffic(%) 47% Lane Group Flow(vph) 44 85 0 251 250 99 31 1299 644 122 1182 0 Tum Type Split NA Split NA pm+ov Prot NA pm+ov Prot NA Protected Phases 4 4 3 3 5 1 6 3 5 2 Permitted Phases 3 6 Detector Phase 4 4 3 3 5 1 6 3 5 2 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 14.0 14.0 24.0 24.0 18.0 18.0 64.0 24.0 18.0 64.0 Total Split(s) 14.0 14.0 24.0 24.0 18.0 18.0 64.0 24.0 18.0 64.0 Total Split(%) 11.7% 11.7% 20.0% 20.0% 15.0% 15.0% 53.3% 20.0% 15.0% 53.3% Maximum Green(s) 8.0 8.0 18.0 18.0 12.0 12.0 58.0 18.0 12.0 58.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0. 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None None C-Min Act Effct Green(s) 8.0 8.0 21.5 21.5 32.9 8.5 55.1 82.7 11.3 63.6 Actuated g/C Ratio 0.07 0.07 0.18 0.18 0.27 0.07. 0.46 0.69 0.09 0.53 v/c Ratio 0.37 0.62 0.83 0.83 0.21 0.24 0.81 0.55 0.74 0.65 Control Delay 62.7 58.9 71.8 70.8 7.9 68.1 20.4 1.3 72.4 24.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.7 58.9 71.8 70.8 7.9 68.1 20.4 1.3 72.4 24.9 LOS E E E E A E C A E C Approach Delay 60.2 60.8 14.9 29.4 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 189 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 11/18/2022 ed Approach LOS E E B µ C Queue Length 50th(ft) 33 46 200 198 7 25 412 52 80 478 Queue Length 95th(ft) 73 #114 #388 #384 42 m27 m175 m0 #176 526 Internal Link Dist(ft) 164 352 3545 2934 Turn Bay Length(ft) 270 210 240 110 Base Capacity(vph) 120 137 301 303 484 180 1677 1164 175 1818 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.62 0.83 0.83 0.20 0.17 0.77 0.55 0.70 0.65 Area Type: Other .. .; Cycle Length:120 Actuated Cycle Length: 120 Offset: 115(96%),Referenced to phase 2:SWT and&NET,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.83 Intersection Signal Delay:27.9 Intersection LOS:C Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Orange Ave&Gus Nicks Blvd/Entrance J 01 02 3 04 5 �06 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 190 Lanes, \/��Unl��' ll����e 11M8QO22 5 Orange Ave & King SVEOtranQe NA 1 311 OMW Lane Configurations I ++ Traffic Volume(vph) 31 1302 148 472 1078 35 29 31 20 153 23 455 Future Volume(vph) 31 1302 148 472 1078 35 29 31 20 153 23 455 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 315 290 400 0 0 0 230 285 Taper Length(ft) 0 0 25 0 Frt 0.850 0.850 0.966 0.850 Fit Protected 0.950 0.950 0.982 0.950 0.964 Satd.Flow(prot) 1805 3471 1599 1787 3438 1615 0 1802 0 1715 1740 1599 Fit Permitted 0.950 0.950 0.982 0.950 0.964 Satd.Flow(perm) 1805 3471 1599 1787 3438 1615 0 1802 0 1715 1740 1599 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 191 136 11 30 351 Link Speed(mph) 45 45 30 Link Distance(ft) 2607 991 326 798 Adj.Flow(vph) 32 1342 153 487 1111 36 30 32 21 158 24 469 Shared Lane Traffic(%) 43% Lane Group Flow(vph) 32 1342 153 487 1111 36 0 83 0 90 92 469 Turn Type Prot NA Perm Prot NA Perm Split NA Split NA Perm Permitted Phases Switch Phase Minimum|n�a|(u) 88 12.0 12.0 12.0 12.0 12.0 8.0 8.0 12�O 12�O 12�O Minimum Split(s) 18.0 66.0 68.0 32.0 70.0 70.0 14.0 14.0 18.0 10.0 18.0 Total Split(s) 18.0 56.0 56.0 32.0 70.0 70.0 14.0 14.0 18.0 18.0 18.0 Total Split(%) 15.0% 46.7% 48.7% 26.7% 58.3% 58.3% 11.7% 11.7% 15.0% 15.0% 15.0% 12O 50O 50O 26O 84O G4O 80 80 120 12O 12 �u�mumGmon�� � � � � � � � � � � .O Yellow Time(s) 4.0 4.0 48 4.0 48 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 28 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6O 6O 8O 80 80 60 6O 6O 6O 8 Total Lost Time(s) � � � � � � . � � .0 Lead/LagLomd Lag Log Lead Lag Lag Lag Log Lead Lead Lead a Lo d'L Optimize? Yex Yo-" Yo�" Yon Yes Yes Yes Yes Yes Yes Yes VohidoEx�nm�mh� Lead-Lag3�V 3.o 3O� 3.0 3.03O� 30. 3O. 3O. 3O. 3O. Recall Mode None C4Min C-Min None C'Min C-Min None None None None None 85 486 4O6 2G0 736 726 8O 12� 125 1% �dE��Gmmmh� . . � � � . � . � .S Actuated g/CRatio 0.07 0.41 0.41 0.22 0.60 0.60 0.07 010 010 010 wtRatio 0.25 0.94 0.20 1'26 0.53 03 0.64 0.50 0.61 0.98 Control Delay 81.8 46.7 71 175.2 16.0 01 60.5 61J 61.6 50.3 Queue Delay 0.0 &O 08 08 0.0 0.0 08 0.0 KO 0.0 Total Delay 61.8 46.7 71 1752 16.0 01 60.5 61.7 61.8 50.3 LOS E O A F B A E E E D Approach Delay 431 631 80.5 53.5 Background PMPeak Hour 4:45pm08/24/20222031 Background Synohm 11 Report CP8 Page Lanes, Volumes, Timings 5: Orange Ave & King St/Entrance 1111812022 Approach LOS D E E D Queue Length 50th(ft) 21 566 32 —473 276 0 55 70 72 97 Queue Length 95th(ft) m42 #654 70 #682 353 0 #127 129 131 #321 Internal Link Dist(ft) 2527 911 246 718 Turn Bay Length(ft) 315 290 400 230 285 Base Capacity(vph) 180 1446 777 387 2077 1029 130 179 182 481 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.18 0.93 0.20 1.26 0.53 0.03 0.64 0.50 0.51 0.98 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:10(8%),Referenced to phase 2:SBT and 6:NBT,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay:53.8 Intersection LOS:D Intersection Capacity Utilization 88.3% ICU Level of Service E Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Split�s and Phases: 5:Orange Ave&King St/Entrance l 101 02 7 3408 X11 05 t Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 192 Lanes, Volumes, Timings 8: Orange Ave & Granby Stlii1111812022 - y ,. Traffic Volume(vph) 92 88 29 1394 1283 66 Future Volume(vph) 92 88 29 1394 1283 66 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 260 340 Storage Lanes 1 1 1 1 Taper Length(ft) 25 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 Fri 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 1671 1509 1327 3471 3438 1335 Flt Permitted 0.950 0.147 Satd.Flow(perm) 1671 1509 205 3471 3438 1335 Right Turn on Red Yes Yes Satd.Flow(RTOR) 37 69 Link Speed(mph) 30 45 45 Link Distance(ft) 677 575 2607 Travel Time(s) 15.4 8.7 39.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 8% 7% 36% 4% 5% 21% Adj.Flow(vph) 96 92 30 1452 1336 69 Shared Lane Traffic(%) Lane Group Flow(vph) 96 92 30 1452 1336 69 Turn Type Prot pm+ov pm+pt NA NA pm+ov Protected Phases 3 1 1 6 2 3 Permitted Phases 3 6 2 Detector Phase 3 1 1 6 2 3 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 12.0 12.0 8.0 Minimum Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(%°) 26.7% 15.0% 15.0% 73.3% 58.3% 26.7% Maximum Green(s) 26.0 12.0 12.0 82.0 64.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Min C-Min None Act Effct Green(s) 12.3 26.3 95.7 95.7 81.7 100.0 Actuated g/C Ratio 0.10 0.22 0.80 0.80 0.68 0.83 v/c Ratio 0.56 0.26 0.13 0.52 0.57 0.06 Control Delay 63.1 24.8 3.8 4.4 7.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.1 24.8 3.8 4.4 7.0 0.2 LOS E C A A A A Approach Delay 44.3 4.4 6.7 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 193 Lanes, Volumes, Timings 8: Orange Ave & Granby St 1111812022 =u Approach LOS D A A Queue Length 50th(ft) 72 35 5 142 141 0 Queue Length 95th(ft) 124 78 m4 74 103 m0 Internal Link Dist(ft) 597 495 2527 Tum Bay Length(ft) 260 340 Base Capacity(vph) 362 408 275 2767 2339 1267 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.23 0.11 0.52 0.57 0.05 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:50(420/6),Referenced to phase 2:SWT and 6:NETL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.57 Intersection Signal Delay:7.9 Intersection LOS:A Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 8:Orange Ave&Granby St 01 02 03 .-$06 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 194 Lanes, Volumes, Timings 1111812022 9: Hollins Rd & Orange Ave * Lane Configurations Traffic Volume(vph) 202 1795 76 106 1412 73 106 150 154 125 122 162 Future Volume(vph) 202 1795 76 106 1412 73 106 150 154 125 122 162 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 350 475 420 0 180 180 230 220 Storage Lanes 1 1 1 0 1 1 1 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Fr{ 0.850 0.993 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1703 5036 1509 1770 4894 0 1556 1845 1568 0466 . 1881 1553 At Permitted 0.087 0.090 0.585 .466 Satd.Flow(perm) 156 5036 1509 168 4894 0 958 1845 1568 860 1881 1553 Right Tum on Red Yes Yes Yes Yes Satd.Flow(RTOR) 136 8 191 191 Link Speed(mph) 40 40 30 30 Link Distance(ft) 775 677 1285 3741 Travel Time(s) 13.2 11.5 29.2 85.0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 6% 3% 7% 2% 5% 10% 16% 3% 3% 3% 1% 4% Adj.Flow(vph) 208 1851 78 109 1456 75 109 155 159 129 126 167 Shared Lane Traffic(%) Lane Group Flow(vph) 208 1851 78 109 1531 0 109 155 159 129 126 167 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 6 2 4 4 8 8 Detector Phase 1 6 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial(s) 8.0 12.0 12.0 8.0 12.0 8.0 12.0 12.0 8.0 12.0 12.0 Minimum Split(s) 28.0 64.0 64.0 18.0 54.0 18.0 20.0 20.0 18.0- 20.0 20.0 Total Split(s) 28.0 64.0 64.0 18.0 54.0 18.0 20.0 20.0 18.0 20.0 20.0 Total Split(%) 23.3% 53.3% 53.3% 15.0% 45.0% 15.0% 16.7% 16.7% 15.0% 16.7% 16.7% Maximum Green(s) 22.0 58.0 58.0 12.0 48.0 12.0 14.0 14.0 12.0 14.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 O.Q 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min None Min None None None None None None Act Effct Green(s) 61.0 61.0 61.0 56.4 56.4 24.7 13.9 13.9 24.9 13.9 13.9 Actuated g/CRatio 0.51 0.51 0.51 0.47 0.47 0.21 0.12 0.12 0.21 0.12 0.12 v/c Ratio 0.77 0.72 0.09 0.51 0.67 0.43 0.73 0.46 0.50 0.58 0.48 Control Delay 45.4 25.5 0.4 25.9 11.2 41.1 71.3 8.0 42.5 61.4 9.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.4 25.5 0.4 25.9 11.2 41.1 71.3 8.0 42.5 61.4 9.3 LOS D C A C 8 D E A D E A Approach Delay 26.5 12.2 39.7 35.0 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 195 Lanes, Volumes, Timings 1111812022 9: Hollins Rd & Orange Ave --* --'1' --v 4�- ,- 4- t Approach LOS C B D D Queue Length 50th(ft) 109 408 0 25 65 65 115 0 77 92 0 Queue Length 95th(ft) 189 478 2 m54 302 118 #213 40 134 159 46 Internal Link Dist(ft) 695 597 1205 3661 Turn Bay Length(ft) 350 475 420 180 180 230 220 Base Capacity(vph) 363 2560 833 241 2302 266 221 355 275 226 354 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.57 0.72 0.09 0.45 0.67 0.41 0.70 0.45 0.47 0.56 0.47 WWWAr Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:60(50%),Referenced to phase 6:EBTL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum vlc Ratio:0.77 Intersection Signal Delay:23.4 Intersection LOS:C Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9:Hollins Rd&Orange Ave 01 02 '*03 t04 Ir05 07 ■ 08 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 196 Lanes, Volumes, Timings 11118/2022 18: Orange Ave & 13th St Traffic Volume(vph) 29 1754 137 19 447 131 99 54 45 219 89 23 Future Volume(vph) 29 1754 137 19 447 131 99 54 45 219 89 23 Ideal Flow(vphpi) 1900 1900 1900 1900 900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 165 0 150 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) - 0 0 0 0 Lane Util.Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1-00 Frt 0.989 0.988 0.932 0.950 0.969 Fit Protected 0.950 0.950 0.950 0 1805 1 1841 0 Satd.Flow(prot) 1805 3440 0 1787 3410 0 1787 1771 0.950 Fit Permitted 0.060 0.058 0.950 0 1805 1841 0 Satd.Flow(perm) 114 3440 0 109 3410 0 1787 1771 1 Right Turn on Red Yes 12 Yes 28 Yes No Satd.Flow(RTOR) 10 40 30 30 Link Speed(mph) 40 Link Distance(ft) 957 3625 781 3628 Travel Time(s) 16.3 61.8 17.8 82.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 1% 1% 5% 0% 1% 0% 0% 0% 0% 0% Adj.Flow(vph) 30 1827 143 20 1507 136 103 56 47 228 93 24 Shared Lane Traffic(%) Lane Group Flow(vph) 30 1970 0 20 1643 0 103 103 0 228 117 0 Turn Type pm+pt NA pm+pt NA Split NA Split NA Protected Phases 5 2 1 6 4 4 3 3 Permitted Phases 2 6 Detector Phase 5 2 1 6 4 4 3 3 Switch Phase 8.0 8.0 Minimum Initial(s) 4.0 12.0 8.0 12.0 8.0 8.0 Minimum Split(s) 10.0 68.0 14.0 72.0 18.0 18.0 20.0 20.0 Total Split(s) 10.0 68.0 14.0 72.0 18.0 18.0 20.0 20.0 Total Split(%) 8.3% 56.7% 11.7% 60.0% 15.0% 15.0% 16.7% 16.7% Maximum Green(s) 4.0 62.0 8.0 66.0 12.0 12.0 14.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None Min None None None None Act Effct Green(s) 73.1 71.5 75.9 71.1 10.9 10.9 14.0 14.0 Actuated g/C Ratio 0.61 0.60 0.63 0.59 0.09 0.09 .0.12 0.12 v/c Ratio 0.22 0.96 0.11 0.81 0.64 0.56 1.09 0.55 Control Delay 16.9 35.6 10.5 23.9 70.6 49.3 135.6 59.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.9 35.6 10.5 23.9 70.6 49.3 135.6 59.5 LOS B D B C E D F E Approach Delay 35.3 23.7 60.0 109.8 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 197 Lanes, \/��UOO��' T�OiO�� 11U8/2022 18Orange Ave & 13th St Queue Length 50th(ft) 7 468 5 713 77 56 -198 85 Queue Length 95th(ft) m15 #1024 m7 236 138 114 m#362 m148 Internal Link Dist(ft) 877 3545 701 3548 Turn Bay Length(ft) 165 150 150 150 Base Capacity(vph) 135 2054 181 2026 178 202 210 214 Reduced v/c Ratio 0.22 0.96 0.11 0.81 0.58 0.51 1.09 0.55 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:6S(4G%).Referenced tophase 2:EBTL,Start of Green Natural Cycle: i40 Control Type:Actuated-Coordinated Maximum v/oRatio: 1.00 Intersection Signal Delay:38.1 Intersection LOS:O Intersection Capacity Utilization 8i.8% ICU Level«[Service D Analysis Period(nin)1S ~ - Volume exceeds capacity,queue iotheoretically infinite. Queue shown iomaximum after two cycles. # 95thpercentile volume exceeds capacity,queue may bolonger. Queue shown\omaximum after two cycles. m Volume for 95thpercentile queue iometered byupstream signal. |Ua andPh 18 Orange Ave&13tbEX HCM 6th TWSC 12: Hollins Rd & Mason Mill Rd 1111812022 Int Delay,s/veh 6.7 Lane Configurations Traffic Vol,veh/h 1 324 350 36 442 331 Future Vol,veh/h 1 324 350 36 442 331 Conflicting Peds,#/hr 0 0 0 -0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles,% 0 1 2 3 1 3 Mvmt Flow 1 341 368 38 465 348 d" R A: a Conflicting Flow All 1665 387 0 0 406 0 Stage 1 387 - - - - - Stage 2 1278 - - - - - Critical Hdwy 6.4 6.21 - - 4.11 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.309 - - 2.209 - Pot Cap-1 Maneuver 108 663- - - 1158 - Stage 1 691 - - - - - Stage 2 264 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 54 663 - - 1158 - Mov Cap-2 Maneuver 54 - - - - Stage 1 691 - - - - - Stage 2 133 - - - - - HCM Control Delay,s 16.9 0 5.8 HCM LOS C Capacity(veh/h) - - 641 1158 - HCM Lane V/C Ratio - - 0.534 0.402 - HCM Control Delay(s) - - 16.9 10.2 0 HCM Lane LOS - - C B A HCM 95th%ile Q(veh) - - 3.2 2 - Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 199 HCM 6th TWSC 11/18/2022 14: Orange Ave & Mecca St Int Delay,s/veh 23.6 Lane Configurations � �`�` � �'�` Traffic Vol,veh/h 41 38 1365 51 97 1274 Future Vol,vehlh 41 38 1365 51 97 1274 Conflicting Peds,#Ilir 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 210 - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 45 41 1484 55 105 1385 r „r Conflicting Flow All 2415 770 0 0 1539 0 Stage 1 1512 - - - - - Stage 2 903 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver -27 343 - - 428 - Stage 1 169 - - - - - Stage 2 356 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver -20 343 - - 428 - Mov Cap-2 Maneuver -20 - - - - - Stage 1 169 - - - - - Stage 2 269 - - - - - HCM Control Delay,s$835.3 0 1.1 HCM LOS F a Capacity(veh/h) - - 37 428 - HCM Lane V/C Ratio - - 2.321 0.246 - HCM Control Delay(s) - -$835.3 16.1 - HCM Lane LOS - - F C - HCM 95th%tile Q(veh) - - 9.5 1 - -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined ':All major volume in platoon Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 2 200 HCM 6th TWSC 1111812022 21: Manning Rd & 20th St Int Delay,s/veh 5 ftW;.. Lane Configurations *4 Traffic Vol,veh/h 7 31 3 22 31 3 21 14 28 12 Future Vol,vehlh 7 31 3 22 31 3 21 14 28 12 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free Free Stop Stop RT Channelized - - - - None - - None - None Storage Length - 0 - - - - - - 0 Veh in Median Storage,# 0 - - 0 - - 0 - 0 Grade,% 0 - - 0 - - 0 - 0 - Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles,% 14 3 0 0 0 8 0 0 2 0 Mvmt Flow 9 38 4 27 38 4 26 17 34 15 Conflicting Flow All 122 35 43 _ 0 0 65 0 0 118 46 Stage 1 43 - - - - - - - 54 - Stage 2 79 - - - - - - - 64 - Critical Hdwy 7.24 6.45 4.1 - - 4.18 - - 7.1 6.2 Critical Hdwy Stg 1 6.24 - - - - - - - 6.1 - Critical Hdwy Stg 2 6.24 - - - - - - - 6.1 - Follow-up Hdwy 3.626 3.525 2.2 - - 2.272 - - 3.5 3.3 Pot Cap-1 Maneuver 826 976 1579 - - 1500 - 863 1029 Stage 1 942 - - - - - - - 963 - Stage 2 901 - - - - - - 952 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 783 976 1579 - - 1500 - - 822 1029 Mov Cap-2 Maneuver 783 - - - - - - - 822 - Stage 1 939 - - - - - - - 960 Stage 2 850 - - - - - - - 903 - HCM Control Delay,s 9.8 0.4 0.6 9.6 HCM LOS A A Capacity(veh/h) 838 1500 - - 1579 - - 786 HCM Lane V/C Ratio 0.068 0.002 - - 0.002 - - 0.054 HCM Control Delay(s) 9.6 7.4 0 - 7.3 0 - 9.8 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.2 0 - - 0 - - 0.2 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 3 201 HCM 6th TWSC 23: Mason Mill Rd & 20th St 1111812022 _ . 4 Int Delay,slveh 1.9 Lane Configurations Traffic Vol,veh/h 6 16 44 7 10 55 Future Vol,veh/h 6 16 44 7 10 55 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 7 19 52 8 12 65 Conflicting Flow All 145 �56 0 0 60 0 Stage 1 56 - - - - Stage 2 89 - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 847 1011 - - 1544 - Stage 1 967 - - - - - Stage 2 934 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 840 1011 - - 1544 - Mov Cap-2 Maneuver 840 - - - - - Stage 1 967 - - - - - Stage 2 927 - - - - - HCM Control Delay,s 8.9 0 1.1 HCM LOS A Capacity(veh/h) - - 958 1544 - HCM Lane VIC Ratio - - 0.027 0.008 - HCM Control Delay(s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 4 202 HCM 2010 TWSC 12115/2022 26: 13th St/Craig Rd & Mason Mill Rd Int Delay,s/veh 6.8 ;. Lane Configurations ' Traffic Vol,veh/h 24 44 413 0 55 0 267 7 2 3 4 6 Future Vol,veh/h 24 44 413 0 55 0 267 7 2 3 4 6 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - 0 - Grade,% 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 6 0 2 0 0 0 2 0 0 0 0 0 Mvmt Flow 26 48 449 0 60 0 290 8 2 3 4 7 Conflicting Flow All 60 0 0 497 0 0 391 385 273 390 609 60 Stage 1 - - - - - - 325 325 - 60 60 - Stage 2 - - - - - - 66 60 - 330 549 - Critical Hdwy 4.16 - - 4.1 - - 7.12 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.12 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - 6.12 5.5 - 6.1 5.5 - Follow-up Hdwy 2.254 - - 2.2 - - 3.518 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1518 - - 1077 - - 568 552 771 573 412 1011 Stage - - - - - - 687 653 - 957 849 - Stage 2 - - - - - - 945 849 - 687 520 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 1518 - - 1077 - - 549 538 771 555 402 1011 Mov Cap-2 Maneuver - - - - - - 549 538 - 555 402 - Stage 1 - - - - - - 670 637 - 933 849 - Stage 2 - - - - - - 934 849 - 660 507 - HCM Control Delay,s 0.4 0 Y 19.1 11 HCM LOS C B Capacity(veh/h) 550 1518 - - 1077 - - 611 HCM Lane V/C Ratio 0.545 0.017 - - - - - 0.023 HCM Control Delay(s) 19.1 7.4 0 - 0 - - 11 HCM Lane LOS C A A - A - - B HCM 95th%tile Q(veh) 3.3 0.1 - - 0 - - 0.1 Background PM Peak Hour 4:45 pm 08/24/2022 2031 Background Synchro 11 Report CPB Page 1 203 Lanes, Volumes, Timings 1211512022 3: orange Ave & Gus Nicks Blvd/Entrance Lane Configurations tt Traffic Volume(vph) 9 20 6 _ 690 6 139 1 1049 365 110 1613 0 Future Volume(vph) 9 20 6 690 6 139 1 1049 365 110 1613 0 Ideal Flow(vphpl) 1900 1900 1900 1900 900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 270 210 240 110 0 Storage Lanes 1 0 1 1 1 1 1 Taper Length(ft) 25 25 0 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.964 0.850 0.850 Fit Protected 0,950 0.950 0.953 0.950 0.950 Satd.Flow(prot) 1805 1698 0 1649 1655 1455 1805 3282 1509 1543 3374 0 Fit Permitted 0.950 0.950 0.953 0.950 0.950 3374 0 Satd.Flow(perm) 1805 1698 0 1649 1655 1455 1805 3282 1509 1543 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 7 30 147 40 397 40 Link Speed(mph) 30 432 3625 3014 Link Distance(ft) 244 Travel Time(s) 5.5 9.8 61.8 51.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 -0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles 0% 5% 17% 4% 0% 11% 0% 10% 7% 17% 7% 0% Adj.Flow(vph) 10 22 7 750 7 151 1 1140 397 120 1753 0 Shared Lane Traffic(%) 50% Lane Group Flow(vph) 10 29 0 375 382 151 1 1140 397 120 1753 0 Turn Type Split NA Split NA pm+ov Prot NA pm+ov Prot NA Protected Phases 4 4 3 3 5 1 6 3 5 2 Permitted Phases 3 6 Detector Phase 4 4 3 3 5 1 6 3 5 2 Switch Phase 8.0 12.0 12.0 8.0 12.0 Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 Minimum Split(s) 14.0 14.0 28.0 28.0 18.0 18.0 60.0 28.0 18.0 60.0 Total Split(s) 14.0 14.0 28.0 28.0 18.0 18.0 60.0 28.0 18.0 60.0 Total Split(%) 11.7% 11.7% 23.3% 23.3% 15.0% 15.0% 50.0% 23.3% 15.0% 50.0% Maximum Green(s) 8.0 8.0 22.0 22.0 12.0 12.0 54.0 22.0 12.0 54.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None None C-Min Act Effct Green(s) 8.0 8.0 22.0 22.0 36.2 8.0 59.8 87.8 11.8 74.8 Actuated g/C Ratio 0.07 0.07 0.18 0.18 0.30 0.07 0.50 0.73 0.10 .0.62 v1c Ratio 0.08 0.24 1.24 1.26 0.28 0.01 0.70 0.33 0.79 0.83 Control Delay 54.3 48.7 174.9 181.9 5.0 75.0 25.2 0.5 87.6 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.3 48.7 174.9 181.9 5.0 75.0 25.2 0.5 87.6 20.1 LOS D D F F A E C A F Approach Delay 50.1 149.6 18.8 24.4 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 204 Lanes, \/�\�DO�� TlOJi��� ' 12U6/2022 3Orange Ave & Gus Nicks Blvd/Entrance Queue Length 50th(ft) 7 16 -380 -390 2 1 442 0 87 677 Queue Length 95th(ft) 26 48 #582 #594 40 ml 294 mi #190 #946 Internal Link Dist(ft) 164 352 270 210 3545 240 110 2934 Turn Bay Length(ft) Base Capacity(vph) 120 119 302 303 546 180 1635 1210 157 2103 Reduced Wc Ratio 0.08 0.24 1.24 1.26 0.28 0.01 0.70 0.33 0.76 0.83 Area Type: Other Cycle Length:12O Actuated Cycle Length: 12O Offset:11U(92%).Referenced hophase 2:SVVTand 8:NETStart ofGreen Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum wtRatio: 1.28 Intersection Signal Delay:48J Intersection LOS:D Intersection Capacity Utilization 822% ICU Level ofService F Analysis Period(min)15 - Volume exceeds capacity,queue ixtheoretically infinite. Queue shown ismaximum after two cycles. # &tthpercentile volume exceeds capacity,queue may bolonger. Queue shown immaximum after two cycles, m Volume for 85thpercentile queue iometered byupstream signal. Splits andPh 3 Orange Ave&Gus Nicks Blvd/Entrance 02(R3 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 205 Lanes, \/O\U[���' ll�i��� 12M6/2022 5 Orange Ave & King SVEOtnanDe Lane Configurations Traffic Volume(vph) 32 1006 108 430 1249 50 31 19 39 275 29 423 Future Volume(vph) 32 1006 108 430 1249 50 31 19 39 275 29 423 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 315 290 400 0 0 0 230 285 Taper Length(ft) 0 0 25 0 Frt 0.850 0.850 0.942 0.850 Fit Protected 0.950 0.950 0.983 0.950 0.961 Satd.Flow(prot) 1805 3195 1509 1787 3438 1615 0 1737 0 1681 1707 1583 Fit Permitted 0.950 0.950 0.983 0.950 0.961 Satd.Flow(perm) 1805 3195 1509 1787 3438 1615 0 1737 0 1681 1707 1583 Right Turn on Red Yes Yes Yes Yes Said.Flow(RTOR) 191 136 25 103 Link Speed(mph) 45 45 30 30 Link Distance(ft) 2607 991 326 798 Adj.Flow(vph) 35 1093 117 467 1358 54 34 21 42 299 32 460 Shared Lane Traffic(%) 45% Lane Group Flow(vph) 35 1093 117 467 1358 54 0 97 0 164 167 460 Turn Type Prot NA Perm Prot NA Perm Split NA Split NA pm+ov Permitted Phases 6 2 Switch Phase Minimum\n��(� 12.0 12.0 12.0 12.0 12.0 8�O 8�O 12�0 12�O 12�O Mi�mumSp�(� 1880� 50.0 6&O 32.0 64.0 64.0 14.0 14.0 24.0 24.032.018' 5OO 5O0 320 84O G4O �4O 14O 24O 248 32.0 Total u � � � . � � � � Total Split(%) 15.0m 41J* 41.7% 207% 53'3% 53.3% 11.7% 11.7% 20.0% 20.0% 26.7%MoximumQmon(x) 12u 44.o 44.0 26.0 58.0 58.0 8.0 8.0 18.0 188 28.0 Yellow Time(s) ,.O 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2l 2{ 2.0 2.0 2.0 2.0 2.0 2.0 2.02.02.0Lost Time A�u�hA O- O0.00.0 0.0U 0.00 KO 0.0 0.0 0.0 0.00 Total Lost Time(s) 6.0 8.0 6.0 8.0 6.0 8.0 6.0 6.0 6.0 6.0 Lead Lag Lag Lag Log Loud Lead Lead Lead/Lag Lead Lag Lag Loud'LogOpUmizoY Y*» Y«» y»« ya» yao yon yon yon Yes Yes Y»« ` Vehicle Extension(s 3 ) 3�O 3.O 3.O �.0 .O 3U� .�O 3U� 3.0 3O� 3.0 Recall Mode None C-Min C'Min None C'Min C-Min None None None None None 8� 43� 43� 283 G0J 687 8� 16� 15� A4� ��E#�Qm«»h� 0U7 O38 O38 O'- O57 O'7 OO7 O13 0.13 0.37 Ao�ubedg/C��iu � � z* � ^ � � -- ' 05 [ 1� 111 O�8 0OS OG7 OJ4 0.74 OJ1 vbRuUo uz/ o�n v..o � . � Control 834 S72 4.811&G 2l4 0.1 63.369.68&8 23.8�""�' 0.0O8 O8 KO 0.0 0.0 KU 0.0O8 K0 Queue Delay G34 572 48 110G 22� O1 63 Total Delay � � � � � � .3 60.6 80.6 23.8 LOS � - � E A F C A E E E C Approach Delay 52.5 45.9 83.3 42.8 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 206 Lanes, \/�|�nl�� Timings' 12U5/2022 Orange Ave & King SVEntran[e Queue Length 50th(ft) 23 435 15 -441 427 0 55 129 131 169 Queue Length 95th(ft) m57 #585 38 #649 542 0 #138 207 210 261 Internal Link Dist(ft) 2527 911 246 718 Turn Bay Length(ft) 315 290 400 230 285 Base Capacity(vph) 180 1171 674 421 1968 982 144 252 256 648 Reduced v1c Ratio 0.19 0.93 0.17 1.11 0.69 0.05 0.67 0.65 0.65 0.71 Area Type: Other Cycle Length:12O Actuated Cycle Length: 12O Offset: 1O(8%).Referenced tophase 2:SBT mnd6:N8T,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum wcRatio: 111 intersection Signal Delay:47.8 Intersection L0SD Intersection Capacity Utilization 81.7% ICU Level dService D Analysis Period(min)16 - Volume exceeds capacity,queue ixtheoretically infinite. Queue shown ismaximum after two cycles. # O5thpercentile volume exceeds capacity,queue may belonger. Queue shown iomaximum after two cycles. m Volume for 05thpercentile queue iometered byupstream signal. Splits and Phases: 5 Orange Ave&King St/Entrance SOME Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 207 Lanes, Volumes, Timings 8: Orange Ave & Granby St 12/15/2022 Lane Configurations tt tt F Traffic Volume(vph) 43 78 121 1174 1554 58 Future Volume(vph) 43 78 121 1174 1554 58 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 260 340 Storage Lanes 1 1 1 1 Taper Length(ft) 25 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd.Flow(prot) 1480 1091 1656 3252 3438 1455 Flt Permitted 0.950 0.090 Satd.Flow(perm) 1480 1091 157 3252 3438 1455 Right Turn on Red Yes Yes Satd.Flow(RTOR) 17 61 Link Speed(mph) 30 45 45 Link Distance(ft) 677 575 2607 Travel Time(s) 15.4 8.7 39.5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles(%) 22% 48% 9% 11% 5% 11% Adj.Flow(vph) 45 82 127 1236 1636 61 Shared Lane Traffic(%) Lane Group Flow(vph) 45 82 127 1236 1636 61 Tum Type Prot pm+ov pm+pt NA NA pm+ov Protected Phases 3 1 1 6 2 3 Permitted Phases 3 6 2 Detector Phase 3 1 1 6 2 3 Switch Phase Minimum Initial(s) 12.0 8.0 8.0 12.0 12.0 12.0 Minimum Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(%) 26.7% 15.0% 15.0% 73.3% 58.3% 26.7% Maximum Green(s) 26.0 12.0 12.0 82.0 64.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Min C-Min None Act Effct Green(s) 12.2 25.2 99.4 100.6 82.8 101.0 Actuated g/C Ratio 0.10 0.21 0.83 0.84 0.69 0.84 v/c Ratio 0.30 0.34 0.48 0.45 0.69 0.05 Control Delay 55.7 32.7 28.4 1.8 7.6 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.7 32.7 28.4 1.9 7.6 0.1 LOS E C C A A A Approach Delay 40.9 4.3 7.3 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 208 Lanes, Volumes, Timings 8: Orange Ave & Granby St 12/15/2022 t Lane Qrp S8L SBfV NEL NET Sall; SWR Approach LOS D A A Queue Length 50th(ft) 33 41 32 50 83 0 Queue Length 95th(ft) 71 811 110 51 402 m0 Internal Link Dist(ft) 597 495 2527 Turn Bay Length(ft) 260 340 Base Capacity(vph) 320 26C287 2727 2372 1366 Starvation Cap Reductn 0 r 0 119 0 0 Spillback Cap Reductn 0 ( 0 0 0 0 Storage Cap Reductn 0 C 0 0 0 0 Reduced v/c Ratio 0.14 0.32 0.44 0.47 0.69 0.04 Intemection Summary Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:50(42%),Referenced to phase 2:SWT and 6:NETL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.69 Intersection Signal Delay:7.4 Intersection LOS:A Intersection Capacity Utilization 74.7% ICU Level of Service D Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 8:Orange Ave&Granby St #01 �€72 C*03 /'Q6 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 209 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 12/15/2022 T Lane Configurations tt � ►� , ,� � t I� I` . t Traffic Volume(vph) 2 97 1228 62 87 1975 116 79 102 88 93 91 Future Volume(vph) 2 97 1228 62 87 1975 116 79 102 88 93 91 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 350 475 420 0 180 180 230 Storage Lanes 1 1 1 0 1 1 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 0.91 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.992 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 0 1674 4848 1252 1612 4842 0 1433 1845 1429 1583 1759 Flt Permitted 0.095 0.180 0.693 0.566 Satd.Flow(perm) 0 167 4848 1252 305 4842 0 1045 1845 1429 943 1759 Right Turn on Red Yes Yes Yes Satd.Flow(RTOR) 136 10 191 Link Speed(mph) 40 40 30 30 Link Distance(ft) 775 677 1285 3741 Travel Time(s) 13.2 11.5 29.2 85.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(%) 0% 8% 7% 29% 12% 6% 11% 26% 3% 13% 14% 8% Adj.Flow(vph) 2 105 1335 67 95 2147 126 86 111 96 101 99 Shared Lane Traffic(%) Lane Group Flow(vph) 0 107 1335 67 95 2273 0 86 111 96 101 99 Turn Type pm+pt pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 1 1 6 5 2 7 4 3 8 Permitted Phases 6 6 6 2 4 4 8 Detector Phase 1 1 6 6 5 2 7 4 4 3 8 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 12.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 18.0 18.0 64.0 64.0 18.0 64.0 18.0 20.0 20.0 18.0 20.0 Total Split(s) 18.0 18.0 64.0 64.0 18.0 64.0 18.0 20.0 20.0 18.0 20.0 Total Split(%) 15.0% 15.0% 53.3% 53.3% 15.0% 53.3% 15.0% 16.7% 16.7% 15.0% 16.7% Maximum Green(s) 12.0 12.0 58.0 58.0 12.0 58.0 12.0 14.0 14.0 12.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6:0 Lead/Lag Lead Lead Lead Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Min C-Min None Min None None None None None Act Effct Green(s) 54.9 54.9 54.9 62.1 62.1 23.4 12.9 12.9 25.0 15.9 Actuated g/C Ratio 0.46 0.46 0.46 0.52 0.52 0.20 0.11 0.11 . 0.21 0.13 v/c Ratio 0.52 0.60 0.10 0.25 0.91 0.36 0.56 0.30 0.40 0.42 Control Delay 31.8 27.7 0.3 8.2 11.3 40.3 62.2 2.3 40.9 55.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.8 27.7 0.3 8.2 11.3 40.3 62.2 2.3 40.9 55.7 LOS C C A A B D E A D E Approach Delay 26.8 11.2 36.1 29.1 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 210 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 12/15/2022 UIRN Lane,ronfigu rations Traffic Volume(vph) 217 Future Volume(vph) 217 Ideal Flow(vphpl) 1900 Storage Length(ft) 220 Storage Lanes 1 Taper Length(ft) Lane Util.Factor 1.00 Frt 0.850 Flt Protected Satd.Flow(prot) 1468 Flt Permitted Satd.Flow(perm) 1468 Right Turn on Red Yes Satd.Flow(RTOR) 236 Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor 0.92 Heavy Vehicles(%) 10% Adj.Flow(vph) 236 Shared Lane Traffic(%) Lane Group Flow(vph) 236 Turn Type Perm Protected Phases Permitted Phases 8 Detector Phase 8 Switch Phase Minimum Initial(s) 12.0 Minimum Split(s) 20.0 Total Split(s) 20.0 Total Split(%) 16.7% Maximum Green(s) 14.0 Yellow Time(s) 4.0 All-Red Time(s) 2.0 Lost Time Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mode None Act Effct Green(s) 15.9 Actuated g/C Ratio 0.13 v/c Ratio 0.59 Control Delay 12.8 Queue Delay 0.0 Total Delay 12.8 LOS B Approach Delay Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 211 LaO89' \/OlUnle9, Timings 9: Hollins Rd & Orange Ave 12/15/20 22 � ~� "� U � —� � � � x K x %. � Approach LOS C B D C Queue Length S0th(ft) 54 318 O 16 398 53 83 O 63 74 Queue Length 88hUV 89 334 O m0 m102 98 143 O 111 131 Internal Link Dist(ft) 896 597 1205 3661 Turn Bay Length(ft) 360 475 420 \ 180 180 230 Base Capacity(vph) 227 2537 720 388 2511 266 216 336 264 240 Starvation Cap Redudm O O U O O O O O O 0 SpiUbaokCap Redudm O O O O O O O O 0 0 Storage Cap Radudm U 0 O O O O O O O O Reduced wbRatio 0.47 0.53 0.00 0.24 0.91 0.34 0.52 028 0.38 0.41 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:7O(58%).Referenced tophase G:E8TL.Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum wcRatio:0.01 Intersection Signal Delay:19.6 Intersection LOS:B Intersection Capacity Utilization 87.5% ICU Level ofService E Analysis Period(nin)1g m Volume for 05thpercentile queue iometered byupstream signal. Splits andPh 8 Hollins Rd&Orange Ave 01 02 \0.03 t04 7-11106 5 07 -08 Buildout ANPeak Hour B 7:16um08/24/20222031 Buildout 8 Synuhm11 Report CPB Page 212 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 12115/2022 Approach LOS Queue Length 50th(ft) 0 Queue Length 95th(ft) 78 Internal Link Dist(ft) Turn Bay Length(ft) 220 Base Capacity(vph) 404 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.58 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 4 213 Lanes, Volumes, Timings 14: Orange Ave & Mecca SVSite Access 12115/2022 Lane Configurations + Traffic Volume(vph) 157 0 76 108 0 143 60 1110 44 224 1327 81 Future Volume(vph) 157 0 76 108 0 143 60 1110 44 224 1327 81 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 130 0 300 250 225 250 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1770 0 1583 1770 0 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.950 0.138 0.155 Satd.Flow(perm) 1770 0 1583 1770 0 1583 257 3539 1583 289 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 83 155 82 88 Link Speed(mph) 30 30 45 45 Link Distance(ft) 751 471 3014 575 Travel Time(s) 17.1 10.7 45.7 8.7 Peak Hour Factor 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) 171 0 83 117 0 155 65 1207 48 243 1442 88 Shared Lane Traffic(%) 0% Lane Group Flow(vph) 171 0 83 117 0 155 65 1207 48 243 1442 88 Turn Type Prot Perm Prot Perm pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 3 3 1 6 3 5 2 3 Permitted Phases 2 3 6 6 2 2 Detector Phase 3 2 3 3 1 6 3 5 2 3 Switch Phase Minimum Initial(s) 8.0 12.0 8.0 8.0 8.0 12.0 8.0 8.0 12.0 8.0 Minimum Split(s) 14.0 18.0 14.0 14.0 14.0 18.0 14.0 14.0 18.0 14.0 Total Split(s) 25.0 81.0 25.0 25.0 14.0 68.0 25.0 27.0 81.0 25.0 Total Split(%) 20.8% 67.5% 20.8% 20.8% 11.7% 56.7% 20.8% 22.5% 67.5% 20.8% Maximum Green(s) 19.0 75.0 19.0 19.0 8.0 62.0 19.0 21.0 75.0 19.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Last Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None None None C-Min None None C-Min None Act Effct Green(s) 17.1 79.7 17.1 17.1 80.3 72.2 95.3 89.4 79.7 104.0 Actuated g/C Ratio 0.14 0.66 0.14 0.14 0.67 0.60 0.79 0.74 0.66 0.87 v/c Ratio 0.68 0.08 0.46 0.43 0.24 0.57 0.04 0.65 0.61 0.06 Control Delay 61.8 2.4 52.1 10.4 8.8 7.6 0.8 29.5 6.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 Total Delay 61.8 2.4 52.1 10.4 8.8 7.6 0.8 29.5 6.6 0.1 LOS E A D B A A A C A A Approach Delay 42.4 28.3 7.4 9.4 Approach LOS D C A A Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 214 Lanes, Volumes, Timings 14: Orange Ave & Mecca St/Site Access 12/15/2022 "Ail- Queue ,. v Queue Length 50th(ft) 128 0 85 { 0 1 26 0 80 126 0 Queue Length 95th(ft) 191 21 136 56 m19 572 m6 159 111 m0 Internal Link Dist(ft) 671 391 2934 495 Turn Bay Length(ft) 100 130 300 250 225 250 Base Capacity(vph) ' 297 1093 297 394 272 2151 1312 477 2383 1400 Starvation Cap Reductn 0 0 0 0 0 0 0 0 205 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.58 0.08 0.39 0.39 0.24 0.56 0.04 0.51 0.66 0.06 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:55(46%), Referenced to phase 2:SWTL and 6:NETL,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.68 Intersection Signal Delay: 12.4 Intersection LOS:B Intersection Capacity Utilization 67.6% ICU Levet of Service C Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 14:Orange Ave&Mecca St/Site Access 01 Ae 02 03 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 215 Lanes, Volumes, Timings 18: Orange Ave & 13th St } 12/15/2022 Lane Configurations Trak Volume(vph) 20 1331 62 13 2114 126 1 121 41 22 2 122 Future Volume(vph) 20 1331 62 13 2114 126 1 121 41 22 2 122 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 165 0 150 0 150 0 150 Storage Lanes 1 0 1 0 1 0 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.992 0.947 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1805 3180 0 1736 3389 0 0 1787 1799 0 0 1805 Flt Permitted 0.057 0.093 0.950 0.950 Satd.Flow(perm) 108 3180 0 170 3389 0 0 1787 1799 0 0 1805 Right Tum on Red Yes Yes Yes Satd.Flow(RTOR) 6 7 19 Link Speed(mph) 40 40 30 Link Distance(ft) 957 3625 781 Travel Time(s) 16.3 61.8 17.8 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.92 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles(%) 0% 13% 7% 4% 6% 0% 0% 1% 0% 0% 0% 0% Adj.Flow(vph) 22 1431 67 14 2273 135 1 130 44 24 2 131 Shared Lane Traffic(%) Lane Group Flow(vph) 22 1498 0 14 2408 0 0 131 68 0 0 133 Turn Type pm+pt NA pm+pt NA Split Split NA Split Split Protected Phases 5 2 1 6 4 4 4 3 3 Permitted Phases 2 6 Detector Phase 5 2 1 6 4 4 4 3 3 Switch Phase Minimum Initial(s) 8.0 12.0 4.0 12.0 12.0 12.0 12.0 8.0 8.0 Minimum Split(s) 14.0 72.0 10.0 68.0 20.0 20.0 20.0 18.0 18.0 Total Split(s) 14.0 72.0 10.0 68.0 20.0 20.0 20.0 18.0 18.0 Total Split(%) 11.7% 60.0% 8.3% 56.7% 16.7% 16.7% 16.7% 15.0% 15.0% Maximum Green(s) 8.0 66.0 4.0 62.0 14.0 14.0 14.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead . Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None Min None None None None None Act Effct Green(s) 76.5 73.3 73.3 71.7 13.2 13.2 11.5 Actuated g/C Ratio 0.64 0.61 0.61 0.60 0.11 0.11 0.10 v/c Ratio 0.12 0.77 0.09 1.19 0.67 0.32 0.77 Control Delay 16.1 31.7 8.2 112.4 68.3 40.6 81.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.1 31.7 8.2 112.4 68.3 40.6 81.2 LOS B C A F E D F Approach Delay 31.5 111.8 58.8 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 216 Lanes, Volumes, Timings 18: Orange Ave & 13thI St 12/15/2022 Ali Lan eVonfigurations Traffic Volume(vph) 38 59 Future Volume(vph) 38 59 Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 Storage Lanes 0 Taper Length(ft) Lane Util.Factor 1.00 1.00 Frt 0.909 Fit Protected Satd.Flow(prot) 1696 0 Flt Permitted ' Satd.Flow(perm) 1696 0 Right Turn on Red No Satd.Flow(RTOR) Link Speed(mph) 30 Link Distance(ft) 3628 Travel Time(s) 82.5 Peak Hour Factor 0.93 0.93 Heavy Vehicles(%) 0% 3% Adj.Flow(vph) 41 63 Shared Lane Traffic(%) Lane Group Flow(vph) 104 0 Turn Type NA Protected Phases 3 Permitted Phases Detector Phase 3 Switch Phase Minimum Initial(s) 8.0 Minimum Split(s) 18.0 Total Split(s) 18.0 Total Split(%) 15.0 ° Maximum Green(s) 12.0 Yellow Time(s) 4.0 All-Red Time(s) 2.0 Lost Time Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mode None Act Effct Green(s) 11,5 Actuated g/C Ratio 0.10 v/c Ratio 0.64 Control Delay 70.9 Queue Delay 0.0 Total Delay 70.9 LOS E Approach Delay 76.7 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 217 Lanes, Volumes, Timings 18: Orange Ave & 13th St 12/15/2022 fl t Approach LOS C F E Queue Length 50th(ft) 4 347 3 —1113 98 35 101 Queue Length 95th(ft) m16 453 m2 m#1255 #169 81 m#196 Internal Link Dist(ft) 877 3545 701 Turn Bay Length(ft) 165 150 150 150 Base Capacity(vph) 181 1945 163 2028 208 226 180 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.77 0.09 1.19 0.63 0.30 0.74 Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset:55(46%),Referenced to phase 2:EBTL,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.19 Intersection Signal Delay:79.6 Intersection LOS:E Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 18:Orange Ave&13th St {} T fd 1 "002 $03 ►1 04 rdS 06 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 3 218 Lanes, Volumes, Timings 18: Orange Ave & 13th St 12/15/2022 Approach LOS E Queue Length 50th(ft) 78 Queue Length 95th(ft) m#145 Internal Link Dist(ft) 3548 Turn Bay Length(ft) Base Capacity(vph) 169 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.62 NOW Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 4 219 HCM 6th TWSC 12: Hollins Rd & Mason Mill Rd 11/25/2022 Int Delay,s/veh 7.8 Lane Configurations Traffic Vol,veh/h 23 343 263 10 221 368 Future Vol,veh/h 23 343 263 10 221 368 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 0 1 5 14 2 7 Mvmt Flow 25 373 286 11 240 400 Conflicting Flow All 1172 292 0 0 297 0 Stage 1 292 - - - - - Stage 2 880 - - - - - Critical Hdwy 6.4 6.21 - - 4.12 - Critical Hdwy Stg 1 5.4 - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.309 - - 2.218 - Pot Cap-1 Maneuver 215 750 - - 1264 - Stage 1 762 - - - - - Stage 2 409 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 163 750 - - 1264 - Mov Cap-2 Maneuver 163 - - - - - Stage 1 762 - - - - - Stage 2 309 - - - - r x HCM Control Delay,s 21.1 0 3.2 HCM LOS C Capacity(veh/h) - - 612 1264 - HCM Lane V/C Ratio - - 0.65 0.19 - HCM Control Delay(s) - - 21.1 8.5 0 HCM Lane LOS - - C A A HCM 95th%file Q(veh) - - 4.7 0.7 - Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 220 HCM 6th TWSC 21: Manning Rd & 20th St 11/25/2022 IT- IntQ Delay,s/veh 5 Lane Configurations 4+ ► r Traffic Vol,veh/h 22 29 1 13 31 2 9 19 22 5 Future Vol,veh/h 22 29 1 13 31 2 9 19 22 5 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free Free Stop Stop RT Channelized - - - - None - - None - None Storage Length 0 - - _ _ _ _ _ 0 _ Veh in Median Storage,# 0 - - 0 - - 0 - 0 - Grade,% 0 - - 0 - - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 4 100 0 17 8 22 14 6 40 Mvmt Flow 24 32 1 14 34 2 10 21 24 5 Conflicting Flow All 73 21 31 0 0 48 0 0 75 31 Stage 1 25 - - - - - - - 33 - Stage 2 48 - - - - - - - 42 - Critical Hdwy 7.1 6.2 5.1 - - 4.18 - - 7.1 6.6 Critical Hdwy Stg 1 6.1 - - - - - - - 6.1 - Critical Hdwy Stg 2 6.1 - - - - - - - 6.1 - Follow-up Hdwy 3.5 3.3 3.1 - - 2.272 - - 3.5 3.66 Pot Cap-1 Maneuver 923 1062 1126 - - 1521 - - 920 944 Stage 1 998 - - - - - - - 988 _ Stage 2 971 - - - - - - - 978 - Platoon blocked,% - - - Mov Cap-1 Maneuver 895 1062 1126 - - 1521 - - 890 944 Mov Cap-2 Maneuver 895 - - - - - - - 890 - Stage 1. 997 - - - - - - - 987 - Stage 2 938 - - - - - - - 940 - HCM Control Delay,s 9.1 0.2 0.5 9.5 HCM LOS A A Capacity(veh/h) -841 1521 - - 1126 - - 907 HCM Lane V/C Ratio 0.04 0.001 - - 0.001 - - 0.029 HCM Control Delay(s) 9.5 7.4 0 - 8.2 0 - 9.1 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0.1 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 221 HCM 6th TWSC 23: Mason Mill Rd & 20th St 11/25/2022 Int Delay,s/veh 1.4 Lane Configurations Traffic Vol,veh/h 5 9 35 1 7 68 Future Vol,veh/h 5 9 35 1 7 68 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 5 10 38 1 8 74 Conflicting Flow All 129 39 0 0 39 0 Stage 1 39 - - - - - Stage 2 90 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 865 1033 - - 1571 - Stage 1 983 - - - - - Stage 2 934 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 861 1033 - - 1571 - Mov Cap-2 Maneuver 861 - - - - Stage 1 983 - - - - - Stage 2 929 - - - - - HCM Control Delay,s 8.8 0 0.7 HCM LOS A Capacity(veh/h) - - 964 1571 - HCM Lane V/C Ratio - - 0.016 0.005 - HCM Control Delay(s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0 0 - Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 3 222 HCM 2010 TWSC 26: 13th St/Craig Rd & Mason Mill Rd 12/15/2022 Int Delay,s/veh 7 Lane Configurations , «_ , ,e,- Traffic Vol,veh/h 5 35 189 2 71 0 279 1 0 3 2 18 Future Vol,veh/h 5 35 189 2 71 0 279 1 0 3 2 18 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - Veh In MediarY Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 0 0 1 0 0 0 1 0 0 0 0 0 Mvmt Flow 5 38 205 2 77 0 303 1 0 3 2 20 Conflicting Flow All 77 0 0 243 0 0 243 232 141 232 334 77 Stage 1 - - - - - - 151 151 - 81 81 - Stage 2 - - - - - - 92 81 - 151 253 - Critical Hdwy 4.1 - - 4.1 - - 7.11 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - 6.11 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.11 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.509 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1535 - - 1335 - - 713 672 912 727 589 990 Stage 1 - - - - - - 854 776 - 932 832 - Stage 2 - - - - - - 918 832 - 856 701 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1535 - - 1335 - - 694 668 912 723 585 990 Mov Cap-2 Maneuver - - - - - - 694 668 - 723 585 - Stage 1 - - - - - - 851 773 - 928 830 - Stage 2 - - - - - - 896 830 - 851 698 - HCM Control Delay,s 0.2 0.2 14.2 9.1 HCM LOS B A Capacity(veh/h) 694 1535 - - 1335 - 893 HCM Lane V/C Ratio 0.439 0.004 - - 0.002 - - 0.028 HCM Control Delay(s) 14.2 7.4 0 - 7.7 0 - 9.1 HCM Lane LOS B A A - A A - A HCM 95th%tile Q(veh) 2.2 0 - - 0 - - 0.1 Buildout AM Peak Hour B 7:15 am 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 223 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 12/15/2022 Lane Configurations ` .. s; =sem Traffic Volume(vph) 43 47 36 448 26 121 30 1365 631 138 1240 8 Future Volume(vph) 43 47 36 448 26 121 30 1365 631 138 1240 8 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 0 270 210 240 110 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length(ft) 25 25 0 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.935 0.850 0.850 0.999 At Protected 0.950 0.950 0.957 0.950 0.950 Satd.Flow(prot) 1805 1712 0 1681 1690 1524 1805 3471 1553 1752 3433 0 Flt Permitted 0.950 0.950 0.957 0.950 0.950 Satd.Flow(perm) 1805 1712 0 1681 1690 1524 1805 3471 1553 1752 3433 0 Right Tum on Red Yes Yes Yes Yes Satd.Flow(RTOR) 25 82 275 1 Link Speed(mph) 30 30 40 40 Link Distance(ft) 244 432 3625 3014 Travel Time(s) 5.5 9.8 61.8 51.4 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles(%) 0% 2% 6% 2% 4% 6% 0% 4% 4% 3% 5% 13% Adj.Flow(vph) 44 48 37 457 27 123 31 1393 644 141 1265 8 Shared Lane Traffic(%) 47% Lane Group Flow(vph) 44 85 0 242 242 123 31 1393 644 141 1273 0 Turn Type Split NA Split NA pm+ov Prot NA pm+ov Prot NA Protected Phases 4 4 3 3 5 1 6 3 5 2 Permitted Phases 3 6 Detector Phase 4 4 3 3 5 1 6 3 5 2 Switch Phase Minimum Initial(s) 8.0 8.0 12.0 12.0 8.0 8.0 12.0 12.0 8.0 12.0 Minimum Split(s) 14.0 14.0 24.0 24.0 18.0 18.0 64.0 24.0 18.0 64.0 Total Split(s) 14.0 14.0 24.0 24.0 18.0 18.0 64.0 24.0 18.0 64.0 Total Split(%) 11.7% 11.7% 20.0% 20.0% 15.0% 15.0% 53.3% 20.0% 15.0% 53.3% Maximum Green(s) 8.0 8.0 18.0 18.0 12.0 12.0 58.0 18.0 12.0 58.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None None C-Min Act Effct Green(s) 8.0 8.0 19.6 19.6 31.2 8.5 56.8 82.3 11.7 65.5 Actuated g/C Ratio 0.07 0.07 0.16 0.16 0.26 0.07 0.47 0.69 0.10 0.55 vlc Ratio 0.37 0.62 0.88 0.88 0.27 0.24 0.85 0.56 0.83 0.68 Control Delay 62.7 58.9 81.4 80.8 10.6 66.6 17.5 0.6 84.5 22.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.7 58.9 81.4 80.8 10.6 66.6 17.5 0.6 84.5 22.4 LOS E E F F B E B A F C Approach Delay 60.2 66.8 13.0 28.6 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 224 Lanes, Volumes, Timings 3: Orange Ave & Gus Nicks Blvd/Entrance 12/15/2022 K .E xAft>,juLid U2 nW y IN Approach LOS E E B C Queue Length 50th(ft) 33 46 196 196 18 26 212 0 99 468 Queue Length 95th(ft) 73 #114 #369 #368 57 m25 m168 m0 #213 566 Internal Link Dist(ft) 164 352 3545 2934 Tum Bay Length(ft) 270 210 240 110 Base Capacity(vph) 120 137 274 275 461 180 1677 1151 175 1875 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.62 0.88 0.88 0.27 0.17 0.83 0.56 0.81 0.68 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:115(96%),Referenced to phase 2:SWT and&NET,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.88 Intersection Signal Delay:27.4 Intersection LOS:C Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3:Orange Ave&Gus Nicks Blvd/Entrance 1 01 02 3 SIG 5 A6 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 225 Lanes, Volumes, Timings 5: Orange Ave & King SUEntrance 12/15/2022 Lane Configurations I tt tt r 4 Traffic Volume(vph) 31 1378 167 472 1156 35 29 31 20 173 23 455 Future Volume(vph) 31 1378 167 472 1156 35 29 31 20 173 23 455 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1,900 1900 1900 1900 1900 Storage Length(ft) 315 290 400 0 0 0 230 285 Storage Lanes 1 1 1 1 0 0 1 1 Taper Length(ft) 0 0 25 0 Lane Util.Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Fd 0.850 0.850 0.966 0.850 Flt Protected 0.950 0.950 0.982 0.950 0.963 Said.Flow(prot) 1805 3471 1599 1787 3438 1615 0 1802 0 1715 1738 1599 Flt Permitted 0.950 0.950 0.982 0.950 0.963 Satd.Flow(perm) 1805 3471 1599 1787 3438 1615 0 1802 0 1715 1738 1599 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 191 136 11 349 Link Speed(mph) 45 45 30 30 Link Distance(ft) 2607 991 326 798 Travel Time(s) 39.5 15.0 7.4 18.1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 0% 4% 1% 1% 5% 0% 0% 0% 0% 0% 0% 1% Adj.Flow(vph) 32 1421 172 487 1192 36 30 32 21 178 24 469 Shared Lane Traffic(%) 44% Lane Group Flow(vph) 32 1421 172 487 1192 36 0 83 0 100 102 469 Turn Type Prot NA Perm Prot NA Perm Split NA Split NA Perm Protected Phases 1 6 5 2 8 8 7 7 Permitted Phases 6 2 7 Detector Phase 1 6 6 5 2 2 8 8 7 7 7 Switch Phase Minimum Initial(s) 8.0 12.0 12.0 12.0 12.0 12.0 8.0 8.0 12.0 12.0 12.0 Minimum Split(s) 18.0 56.0 56.0 32.0 70.0 70.0 14.0 14.0 18.0 18.0 18.0 Total Split(s) 18.0 56.0 56.0 32.0 70.0 70.0 14.0 14.0 18.0 18.0 18.0 Total Split(%) 15.0% 46.7% 46.7% 26.7% 58.3% 58.3% 11.7% 11.7% 15.0% 15.0% 15.0% Maximum Green(s) 12.0 50.0 50.0 26.0 64.0 64.0 8.0 8.0 12.0 12.0 12.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min None C-Min C-Min None None None None None Act Effct Green(s) 8.5 50.0 50.0 26.0 73.1 73.1 8.0 12.0 12.0 12.0 Actuated g/C Ratio 0.07 0.42 0.42 0.22 0.61 0.61 0.07 0.10 0.10 0.10 v/c Ratio 0.25 0.98 0.22 1.26 0.57 0.03 0.64 0.58 . 0.59 0.99 Control Delay 65.2 56.2 6.5 175.2 16.5 0.1 69.5 66.2 66.3 53.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.2 56.2 6.5 175.2 16.5 0.1 69.5 66.2 66.3 53.8 LOS E E A F B A E E E D Approach Delay 51.1 61.2 69.5 57.5 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 226 Lanes, Volumes, Timings 5: Orange Ave & King SUEntrance 12/15/2022 r< *Y 8 MI " : Lanes, Volumes, Timings 8: Orange Ave & Granby St 12/15/2022 Lane Configurations tt tt Traffic Volume(vph) 92 96 31 1489 1381 66 Future Volume(vph) 92 96 31 1489 1381 66 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 260 340 Storage Lanes 1 1 1 1 Taper Length(ft) 25 0 Lane Util.Factor 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.850 Fit Protected 0.950 0.950 Satd.Flow(prot) 1671 1509 1327 3471 3438 1335 Flt Permitted 0.950 0.126 Satd.Flow(perm) 1671 1509 176 3471 3438 1335 Right Turn on Red Yes Yes Satd.Flow(RTOR) 28 69 Link Speed(mph) 30 45 45 Link Distance(ft) 677 575 2607 Travel Time(s) 15.4 8.7 39.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 8% 7% 36% 4% 5% 21% Adj.Flow(vph) 96 100 32 1551 1439 69 Shared Lane Traffic(%) Lane Group Flow(vph) 96 100 32 1551 1439 69 Turn Type Prot pm+ov pm+pt NA NA pm+ov Protected Phases 3 1 1 6 2 3 Permitted Phases 3 6 2 Detector Phase 3 1 1 6 2 3 Switch Phase Minimum Initial(s) 8.0 8.0 8.0 12.0 12.0 8.0 Minimum Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(s) 32.0 18.0 18.0 88.0 70.0 32.0 Total Split(%) 26.7% 15.0% 15.0% 73.3% 58.3% 26.7% Maximum Green(s) 26.0 12.0 12.0 82.0 64.0 26.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Min C-Min None Act Effct Green(s) 12.3 26.3 95.7 95.7 81.7 100.0 Actuated g/C Ratio 0.10 0.22 0.80 0.80 0.68 0.83 v/c Ratio 0.56 0.28 0.15 0.56 0.62 0.06 Control Delay 63.1 29.0 4.7 5.0 7.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.1 29.0 4.7 5.0 7.4 0.1 LOS E C A A A A Approach Delay 45.7 5.0 7.1 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 228 Lanes, Volumes, Timings 8: Orange Ave & Granby St 12/15/2022 ' f $ ti IN Approach LOS D A A Queue Length 50th(ft) 72 46 5 168 135 0 Queue Length 95th(ft) 124 92 m8 172 91 m0 Internal Link Dist(ft) 597 495 2527 Turn Bay Length(ft) 260 340 Base Capacity(vph) 362 402 255 2767 2339 1267 Starvation Cap Reductn 0 0 0 46 0 0 Spillback Cap Reductn 0 0 0 0 18 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.25 0.13 0.57 0.62 0.05 ea Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:50(42%),Referenced to phase 2:SWT and 6:NETL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.62 Intersection Signal Delay:8.4 Intersection LOS:A Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 8:Orange Ave&Granby St 01 02 03 /'06 19 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 229 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 12/15/2022 _ n Lane Configurations I t Traffic Volume(vph) 202 1872 76 109 1476 85 106 150 159 140 122 162 Future Volume(vph) 202 1872 76 109 1476 85 106 150 159 140 122 162 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 350 475 420 0 180 180 230 220 Storage Lanes 1 1 1 0 1 1 1 1 Taper Length(ft) 0 0 0 0 Lane Utit.Factor 1.00 0.91 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.992 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1703 5036 1509 1770 4888 0 1556 1845 1568 1752 1881 1553 Flt Permitted 0.087 0.087 0.591 0.452 Said.Flow(perm) 156 5036 1509 162 4888 0 968 1845 1568 834 1881 1553 Right Tum on Red Yes Yes Yes Yes Satd.Flow(RTOR) 136 9 191 191 Link Speed(mph) 40 40 30 30 Link Distance(ft) 775 677 1285 3741 Travel Time(s) 13.2 11.5 29.2 85.0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 6% 3% 7% 2% 5% 10% 16% 3% 3% 3% 1% 4% Adj.Flow(vph) 208 1930 78 112 1522 88 109 155 164 144 126 167 Shared Lane Traffic(%) Lane Group Flow(vph) 208 1930 78 112 1610 0 109 155 164 144 126 167 Turn Type pm+pt NA Perm prr+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 6 2 4 4 8 8 Detector Phase 1 6 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial(s) 8.0 12.0 12.0 8.0 12.0 8.0 12.0 12.0 8.0 12.0 12.0 Minimum Split(s) 28.0 64.0 64.0 18.0 54.0 18.0 20.0 20.0 18.0 20.0 20.0 Total Split(s) 28.0 64.0 64.0 18.0 54.0 18.0 20.0 20.0 18.0 20.0 20.0 Total Split(%) 23.3% 53.3% 53.3% 15.0% 45.0% 15.0% 16.7% 16.7% 15.0% 16.7% 16.7% Maximum Green(s) 22.0 58.0 58.0 12.0 48.0 12.0 14.0 14.0 12.0 14.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min None Min None None None None None None Act Effct Green(s) 60.9 60.9 60.9 56.5 56.5 24.3 13.5 13.5 24.8 13.7 13.7 Actuated g/C Ratio 0.51 0.51 0.51 0.47 0.47 0.20 0.11 0.11 0.21 0.11 0.11 v/c Ratio 0.77 0.76 0.09 0.52 0.70 0.44 0.75 0.48 0.56 0.59 0.48 Control Delay 45.4 26.5 0.4 25.9 12.3 41.4 73.8 9.0 45.2 62.2 9.4 Queue Delay 0.0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.4 26.5 0.4 25.9 12.3 41.4 73.8 9.0 45.2 62.2 9.4 LOS D C A C B D E A D E A Approach Delay 27.4 13.2 40.7 36.4 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 230 Lanes, Volumes, Timings 9: Hollins Rd & Orange Ave 12/15/2022 --o. -'V t Approach LOS C h B D D Queue Length 50th(ft) 110 446 0 26 76 67 118 0 89 94 0 Queue Length 95th(ft) 189 510 2 m50 339 118 #213 43 149 159 46 Internal Link Dist(ft) 695 597 1205 3661 Turn Bay Length(ft) 350 475 420 180 180 230 220 Base Capacity(vph) 363 2555 832 239 2306 264 215 351 270 220 350 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.57 0.76 0.09 0.47 0.70 0.41 0.72 0.47 0.53 0.57 0.48 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:60(50%),Referenced to phase 6:EBTL,Start of Green Natural Cycle: 120 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.77 Intersection Signal Delay:24.3 Intersection LOS:C Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9: Hollins Rd&Orange Ave 01 02 3 04 "t6 T 05 4\07 7'08 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 231 Lanes, Volumes, Timings 14: Orange Ave & Mecca SVSite Access 1211512022 �`1 t r �► ' ii i Wa Wiia - ,r " .. d Lane Configurations I F Traffic Volume(vph) 135 0 79 90 0 84 110 1330 51 173 1203 101 Future Volume(vph) 135 0 79 90 0 84 110 1330 51 173 1203 101 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 130 0 300 250 225 250 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1770 0 1583 1770 0 1583 1166 3539 1583 1717 3539 1583 0.1 Flt Permitted 0.950 0.950 66 0.117 Satd.Flow(perm) 1770 0 1583 1770 0 1583 309 3539 1583 218 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd.Flow(RTOR) 86 136 82 110 Link Speed(mph) 30 30 45 45 Link Distance(ft) 751 471 3014 575 Travel Time(s) 17.1 10.7 45.7 8.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles(°/u) 2% 0% 2% 2% 0% 2% 2% 2% 2% 2% 2% 2% Adj.Flow(vph) 147 0 86 98 0 91 120 1446 55 188 1308 110 Shared Lane Traffic(%) 0% Lane Group Flow(vph) 147 0 86 98 0 91 120 1446 55 188 1308 110 Turn Type Prot Perm Prot Perm pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 3 3 1 6 3 5 2 3 Permitted Phases 2 6 6 6 2 2 Detector Phase 3 2 3 6 1 6 3 5 2 3 Switch Phase Minimum Initial(s) 8.0 12.0 8.0 12.0 8.0 12.0 8.0 8.0 12.0 8.0 Minimum Split(s) 14.0 18.0 14.0 18.0 14.0 18.0 14.0 14.0 18.0 14.0 Total Split(s) 22.0 83.0 22.0 76.0 15.0 76.0 22.0 22.0 83.0 22.0 Total Split(%) 18.3% 69.2% 18.3% 63.3% 12.5% 63.3% 18.3% 18.3% 69.2% 18.3% Maximum Green(s) 16.0 77.0 16.0 70.0 9.0 70.0 16.0 16.0 77.0 16.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None C-Min None C-Min None None C-Min None Act Effct Green(s) 14.3 79.5 14.3 76.7 85.0 76.7 97.0 90.3 79.5 99.8 Actuated g/C Ratio 0.12 0.66 0.12 0.64 . 0.71 0.64 0.81 0.75 0.66 0.83 vic Ratio 0.70 0.08 0.47 0.09 0.38 0.64 0.04 0.61 0.56 0.08 Control Delay 68.3 1.9 56.2 0.7 8.6 6.1 0.4 28.2 4.6 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 Total Delay 68.3 1.9 56.2 0.7 8.6 6.1 0.4 28.2 4.7 0.3 LOS E A E A A A A C A A Approach Delay 43.8 29.4 6.1 7.2 Buildout PM Peak Hour B 4:45 pm 0812412022 2031 Buildout B Synchro 11 Report CPB Page 1 232 Lanes, Volumes, Timings 14: Orange Ave & Mecca SVSite Access 12I1512o22 Approach LOS D C A A Queue Length 50th(ft) 110 0 71 0 4 48 0 36 37 0 Queue Length 95th(ft) 180 18 126 7 m16 674 m3 94 195 m0 Internal Link Dist(ft) 671 391 2934 495 Tum Bay Length(ft) 100 130 300 250 225 250 Base Capacity(vph) 241 1079 241 1061 330 2263 1320 377 2349 1360 Starvation Cap Reductn 0 0 0 0 0 0 0 0 264 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.08 0.41 0.09 0.36 0.64 0.04 0.50 0.63 0.08 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:55(46%),Referenced to phase 2:SWTL and 6:NETL,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.70 Intersection Signal Delay:10.2 Intersection LOS:B Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period(min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 14:Orange Ave&Mecca St/Site Access 101 03 0506 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 233 Lanes, Volumes, Timings 18: Orange Ave & 13th St 12/15/2022 Lane Configurations I +T tT+ T I T Traffic Volume(vph) 41 1842 137 23 1519 133 99 54 50 223 89 31 Future Volume(vph) 41 1842 137 23 1519 133 99 54 50 223 89 31 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 165 0 150 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 0 0 0 0 Lane Util.Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.990 0.988 0.928 0.962 Flt Protected 0.950 0.950 0.950 0.950 Satd.Flow(prot) 1805 3443 0 1787 3410 0 1787 1763 0 1805 1828 0 Flt Permitted 0.060 0.059 0.950 0.950 Satd.Flow(perm) 114 3443 0 111 3410 0 1787 1763 0 1805 1828 0 Right Tum on Red Yes Yes Yes No Satd.Flow(RTOR) 9 12 31 Link Speed(mph) 40 40 30 30 Link Distance(ft) 957 3625 781 3628 Travel Time(s) 16.3 61.8 17.8 82.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 0% 4% 1% 1% 5% 0% 1% 0% 0% 0% 0% 0% Adj.Flow(vph) 43 1919 143 24 1582 139 103 56 52 232 93 32 Shared Lane Traffic(%) Lane Group Flow(vph) 43 2062 0 24 1721 0 103 108 0 232 125 0 Turn Type pm+pt NA pm+pt NA Split NA Split NA Protected Phases 5 2 1 6 4 4 3 3 Permitted Phases 2 6 Detector Phase 5 2 1 6 4 4 3 3 Switch Phase Minimum Initial(s) 4.0 12.0 8.0 12.0 8.0 8.0 8.0 8.0 Minimum Split(s) 10.0 68.0 14.0 72.0 18.0 18.0 20.0 20.0 Total Split(s) 10.0 68.0 14.0 72.0 18.0 18.0 20.0 20.0 Total Split(%) 8.3% 56.7% 11.7% 60.0% 15.0% 15.0% 16.7% 16.7% Maximum Green(s) 4.0 62.0 8.0 66.0 12.0 12.0 14.0 14.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Min None Min None None None None Act Effct Green(s) 71.1 68.7 75.2 68.8 10.9 10.9 14.0 14.0 Actuated g/C Ratio 0.59 0.57 0.63 0.57 0.09 0.09 0.12 0.12 v/c Ratio 0.32 1.04 0.13 0.88 0.64 0.58 1.10 0.59 Control Delay 22.2 56.6 9.8 27.1 70.6 49.4 141.0 61.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.2 56.6 9.8 27.1 70.6 49.4 141.0 61.3 LOS C I E A C E D F E Approach Delay 55.9 26.8 59.8 113.1 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 1 234 Lanes, Volumes, Timings 18: Orange Ave & 13th St 1211512022 r a h V q.ar; Approach LOS E C E F Queue Length 50th(ft) 12 —955 6 717 77 57 —205 92 Queue Length 95th(ft) m22 #1103 m8 #230 138 118 m#365 m156 Internal Link Dist(ft) 877 3545 701 3548 Turn Bay Length(ft) 165 1$0 150 150 Base Capacity(vph) 133 1976 181 1959 178 204 210 213 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.32 1.04 0.13 0.88 0.58 0.53 1.10 0.59 421 Area Type: Other Cycle Length:120 Actuated Cycle Length: 120 Offset:55(46%),Referenced to phase 2:EBTL,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay:49.2 Intersection LOS:D Intersection Capacity Utilization 84.3% ICU Level of Service E Analysis Period(min)15 — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 18:Orange Ave&13th St 7 01 --IP02 �*03 �04 05 06 Buildout PM Peak Hour B 4:45 pm 08/24/2022 2031 Buildout B Synchro 11 Report CPB Page 2 235 HCM 6th TWSC 12: Hollins Rd & Mason Mill Rd 1112512022 Int Delay,s/veh 6.4 Lane Configurations Y Traffic Vol,veh/h 1 308 334 34 422 315 Future Vol,veh/h 1 308 334 34 422 315 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles,% 0 1 2 3 1 3 Mvmt Flow 1 324 352 36 444 332 Conflicting Flow All 1590 370 0 0 388 0 Stage 1 370 - - - - - Stage 2 1220 - - - - - Critical Hdwy 6.4 6.21 - - 4.11 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg-2 5.4 - - - - - Follow-up Hdwy 3.5 3.309 - - 2.209 - Pot Cap-1 Maneuver 120 678 - - 1176 - Stage 1 703 - - - - - Stage 2 282 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 64 678 - - 1176 - Mov Cap-2 Maneuver 64 - - - - - Stage 1 703 - - - - - Stage 2 151 - - - - - HCM Control Delay,s 15.7 0 5.7 HCM LOS C WI Capacity(veh/h) - - 658 1176 - HCM Lane V/C Ratio - - 0.494 0.378 - HCM Control Delay(s) - - 15.7 9.9 0 HCM Lane LOS - - C A A HCM 95th%tile Q(veh) - - 2.8 1.8 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 1 236 HCM 6th TWSC 14: Orange Ave & Mecca St 11/25/2022 Int Delay,s/veh 14.2 Lane Configurations tt Traffic Vol,veh/h 39 34 1284 49 93 1197 Future Vol,veh/h 39 34 1284 49 93 1197 Conflicting Peds,#Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 210 - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 42 37 1396 53 101 1301 Conflicting Flow All 2276 725 0 0 1449 0 Stage 1 1423 - - - - - Stage 2 853 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver -34 368 - - 463 - Stage 1 188 - - - - - Stage 2 378 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver -27 368 - - 463 - Mov Cap-2 Maneuver -27 - - - - - Stage 1 188 - - - - - Stage 2 296 - - - - - HCM Control Delay,s$505.1 0 1.1 HCM LOS F Capacity(veh/h) - - 48 463 - HCM Lane V/C Ratio - - 1.653 0.218 - HCM Control Delay(s) - -$505.1 14.9 - HCM Lane LOS - - F B - HCM 95th%tile Q(veh) - - 7.8 0.8 - -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 2 237 HCM 6th TWSC 21: Manning Rd & 20th St 11/25/2022 Int Delay,slveh 5.6 Lane Configurations Traffic Vol,veh/h 7 30 3 21 10 3 20 13 27 11 Future Vol,veh/h 7 30 3 21 10 3 20 13 27 11 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Free Free Stop Stop RT Channelized - - - - None - - None - None Storage Length - 0 - - - - - - 0 - Veh in Median Storage,# 0 - - 0 - - 0 - 0 - Grade,% 0 - - 0 - - 0 - 0 - Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles,% 14 3 0 0 0 8 0 0 2 0 Mvmt Flow 9 37 4 26 12 4 24 16 33 13 Conflicting Flow All 103 32 40 0 0 38 0 0 101 32 Stage 1 40 - - - - - - - 40 - Stage 2 63 - - - - - - - 61 - Critical Hdwy 7.24 6.45 4.1 - - 4.18 - - 7.1 6.2 Critical Hdwy Stg 1 6.24 - - - - - - - 6.1 - Critical Hdwy Stg 2 6.24 - - - - - - - 6.1 - Follow-up Hdwy 3.626 3.525 2.2 - - 2.272 - - 3.5 3.3 Pot Cap-1 Maneuver 850 980 1583 - - 1534 - - 885 1048 Stage 1 945 - - - - - - - 980 - Stage 2 919 - - - - - - - 955 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 809 980 1583 - - 1534 - - 846 1048 Mov Cap-2 Maneuver 809 - - - - - - - 846 - Stage 1 942 - - - - - - - 977 - Stage 2 870 - - - - - - - 907 - t HCM Control Delay,s 9.7 0.6 0.6 9.5 HCM LOS A A Capacity(veh/h) 855 1534 - - 1583 - - 815 HCM Lane V/C Ratio 0.064 0.002 - - 0.002 - - 0.051 HCM Control Delay(s) 9.5 7.4 0 - 7.3 0 - 9.7 HCM Lane LOS A A A - A A A HCM 95th%tile Q(veh) 0.2 0 - - 0 - - 0.2 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 3 238 HCM 6th TWSC 23: Mason Mill Rd & 20th St 11/25/2022 Int Delay,slveh 2 Lane Configurations Traffic Vol,veh/h 6 15 42 7 10 53 Future Vol,veh/h 6 15 42 7 10 53 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 7 18 50 8 12 63 It Conflicting Flow All 141 54 0 0 . 58 0 Stage 1 54 - - - - - Stage 2 87 - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 852 1013 - - 1546 - Stage 1 969 - - - - - Stage 2 936 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 845 1013 - - 1546 - Mov Cap-2 Maneuver 845 - - - - - Stage 1 969 - - - - Stage 2 929 - - - - - � 9t , 5 r HCM Control Delay,s 8.9 0 1.2 HCM LOS A Capacity(veh/h) - - 959 1546 - HCM Lane V/C Ratio - - 0.026 0.008 - HCM Control Delay(s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th%file Q(veh) - - 0.1 0 - Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 4 239 HCM 6th TWSC 26: 13th St/Craig Rd & Mason Mill Rd 11/25/2022 Int Delay,s/veh 6.2 Lane Configurations 41� + 4 Traffic Vol,veh/h 16 1 394 0 53 0 253 7 0 3 4 7 Future Vol,veh/h 16 1 394 0 53 0 253 7 0 3 4 7 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles,% 6 0 2 0 0 0 2 0 0 0 0 0 Mvmt Flow 18 1 453 0 61 0 291 8 0 3 5 8 Conflicting Flow All 61 0 0 454 0 0 332 325 228 329 551 61 Stage 1 - - - - - - 264 264 - 61 61 - Stage 2 - - - - - - 68 61 - 268 490 - Critical Hdwy 4.16 - - 4.1 - - 7.12 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.12 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.12 5.5 - 6.1 5.5 - Follow-up Hdwy 2.254 - - 2.2 - - 3.518 4 3.3 3.5 4 3.3 PotCap-1 Maneuver 1517 - - 1117 - - 621 596 816 628 445 1010 Stage - - - - - 741 694 - 955 848 - Stage 2 - - - - - - 942 848 - 742 552 - Platoon blocked,% - - - - Mov Cap-1 Maneuver 1517 - - 1117 - - 603 586 816 614 437 1010 Mov Cap-2 Maneuver - - - - - - 603 586 - 614 437 - Stage 1 - - - - - - 728 682 - 939 848 Stage 2 - - - - - 929 848 - 721 543 - HCM Control Delay,s 0.3 0 16.7 10.5 HCM LOS C B Capacity(veh/h) 603 1517 - - 1117 - - 668 HCM Lane V/C Ratio 0.496 0.012 - - - - - 0.024 HCM Control Delay(s) 16.7 7.4 0 - 0 - - 10.5 HCM Lane LOS C A A - A - - B HCM 95th%tile Q(veh) 2.7 0 - - 0 - - 0.1 Existing PM Peak Hour(Adjusted) 4:45 pm 08/24/2022 2022 Existing(Adjusted) Synchro 11 Report CPB Page 5 240 low • . �i I-1: Light „rG� • - 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MX:tow "`' ` 3 Planned,Unit Dev ConditionalA • Mixed Use� - ` ' Ord#40302 072015 � CG:Commer ial-General � • ��• '�� I - `'' MX:Mixed � �: �� Single Family � 'Use The Roanoke Times Account Number Roanoke,Virginia 6011439 Affidavit of Publication RECEIVED Date CITY OF ROANOKE-PBD JAN 0 9 RECT January 03,2023 Attn TINA CARR 215 CHURCH AVE CTV 11.*ia)Akl`"F ROOM 166 P_4.!-!!w4:,2137__0A1G S DEVE L OPr.'1E*T ROANOKE,VA 24011 Date Category Description Ad Size Total Cost 01/04/2023 Legal Notices PUBLIC HEARING 2 x 12.00 IN 4,017.60 Publisher of the Roanoke Times I,(the undersigned)an authorized representative of the Roanoke Times,a daily newspaper published in Roanoke,in the State of Virginia,do certify that the annexed notice PUBLIC HEARING was published in said newspapers on the following dates: 12/27,01/03/2023 The First insertion being given... 12/27/2022 Newspaper reference: 0001390896 Billing Representative Sworn to and subscribed before me this 3rd Day of January 2023 unnrrrprq.'''/. R. NotaIJ&WCNorARY.. PUBLIC :2 State of Virginia 0 REG.#329 County of Hanover c .. MY COMMISSION' <V— P1 ES 2 My Commission expires July 31,2nn6 \ `r T O o THIS IS NOT A BILL. PLEASE PAY FROM INVOICE. THANK YOU PUBLIC HEARING NOTICE Any public hearings advertised herein will be held in the City Council Cham- ber,fourth floor,Room 450,Noel C.Taylor Municipal Building,215 Church Ave- nue SW,Roanoke,Virginia.All persons shall be afforded an opportunity to speak and state their views concerning all aspects of these matters. Any applications will be digitally available for review online at https://roanok eva.gov/2019/Commissions or may be obtained digitally by emailing planning @roanokeva.gov. If you are a person with a disability who needs accommodations for any pub- lic hearings advertised herein,please contact the City Clerk's Office,(540)853- 2541,by noon,January 6,2023. Cecelia F.McCoy,CMC,City Clerk The City of Roanoke Planning Commission will hold a public hearing on Janu- ary 9,2023,at 1:30 p.m.,or as soon thereafter as the matters may be heard,to consider the following matters.All persons wishing to address the Planning Commission must sign-up with the Secretary to the Planning Commission by emailing planning@roanokeva.gov or by calling(540)853.1330 by noon,Janu- ary 4,2023.Written comments of interested persons will be received by the Secretary to the Planning Commission at planning@roanokeva.gov by noon, January 4,2023. Application by Khawaja Holdings,LLC,to repeal and replace conditions prof- fered as part of a previous rezoning at 191910th Street NW,bearing Official Tax Map No.2060534.The conditions,adopted through the enactment of Ordi- nance 41064-022018,require development in conformance with a develop- ment plan dated January 9,2018;building elevations dated December 22, 2017;and a list of permitted uses.No changes to the proffered development plan or elevations are proposed.The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the following use to the previous list of permitted uses: Laundromat.The use classes per- mitted in CG,Commercial-General District,Include a laundromat.The compre- hensive plan designates the property for light manufacturing use. Application by OJP Rentals,LLC,to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600+/-square feet,ad- jacent to Official Tax Map Nos.1280408 and 1280419.Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. Application by TPB Enterprises,LLC,to(i)close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2903 Orange Avenue NE,Official Tax Map No.7090405,to be zoned CG,Commercial-General District,and incorpo- rated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; 00 to close by vacation an approximately 0.03 acre portion of right-of-way be- tween 2525 Manning Road NE and 0 Manning Road NE,Official Tax Map Nos. 7120208 and 7170201,respectively,for incorporation into the larger master plan;(iii)to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE,Official Tax Map No.7070114, enacted through Ordinance No.29277 relating to substantial conformity with a site plan,fencing requirements,and zoning;and(iv)to rezone the property located at 2843,2814,0,2838,2828,2842,and 2920 Orange Avenue NE;2802 and 0 Daleton Road NE;0 Scott Road NE;2519,2525,and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201;bearing Official Tax Map Nos.7070114,7130104, 7130105,7130106,7130107,7130108,7130109,7130113,7130123,7130121, 7130122,7120208,7170201(respectively),from CG(c),Commercial-General District with conditions;CG,Commercial-General District;R-5,Residential Sin- gle-Family District;RA,Residential Agricultural District;and 1-1,Light industri- al District,to MXPUD,Mixed Use Planned Unit Development District,subject to the Development Plan that specifies uses,location of buildings and infra- structure,site access,and building design.The land use categories permit- ted in MXPUD include residential;accommodations and group living;commer- cial;industrial;warehousing and distribution;assembly and entertainment; public,institutional and community;transportation;utility;agricultural;and accessory,with a maximum density of one dwelling unit per 1,800 square feet of lot area.The comprehensive plan designates the property for commercial corridor,mixed residential,general residential,and industrial use.The pro- posed uses are multi-family dwelling and other uses as noted on the PUD plan. Tina M.Carr,Secretary,City Planning Commission City Council will hold a public hearing on the aforesaid matters on January 17, 2023,at 7:00 p.m„or as soon thereafter as the matters may be heard,in the City Council Chamber,fourth floor,Room 450,Noel C.Taylor Municipal Build- ing,215 Church Avenue SW,Roanoke,Virginia.Citizens are advised that the date on which these matters will be heard is a departure from the usual date on which such matters are heard by Council.All persons wishing to address City Council may sign-up online at www.roanokeva.gov/council. In order to sign up,the form to speak before City Council may be accessed under the tab "Sign Up Form to Speak Before Council"on the left of the screen.Sign up forms must be received by noon on January 17,2023. In the event the public hearing is conducted by electronic communication means due to the COVID- 19 pandemic disaster,you will be notified by the City Clerk's Office.For fur- ther information,you may contact the Office of the City Clerk at(540)853- 2541. Cecelia F.McCoy,CMC,City Clerk The City of Roanoke provides interpretation at no cost for all public meetings, upon request.If you would like to request an interpreter,please let us know at least 24 hours in advance by calling(540)853-1283. La Ciudad de Roanoke proporciona interpretaci6n sin costo por todas citas publicas,previa solicitud.Si usted desea solicitar un int6rprete,h6ganoslo sa- ber con al menos 24 horas de antelaci6n por Ilamar(540)853.1283. Jiji la Roanoke linatoa huduma ya ukalimani bila malipo katika mikutano yote ya umma,inapoombwa.Iwapo ungependa kuomba mkalimani,tafadhali tujulishe angalau saa 24 kabla kwa kupiga simu(540)853-1283. ???????????????????????????????????????????????????????? ..... ................... ............. ...... ..... ...... ..... ?????24??????????????????????????????853-1283(540)?????? »v????????? PUBLIC HEARING NOTICE PUBLIC HEARING NOTICE Any public hearings advertised herein will be held in the City Council Chamber, fourth floor, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue SW, Roanoke, Virginia. All persons shall be afforded an opportunity to speak and state their views concerning all aspects of these matters. Any applications will be digitally available for review online at https://roanokeva.gov/2019/Commissions or may be obtained digitally by emailing planning(c�.ro anokeva.gov. If you are a person with a disability who needs accommodations for any public hearings advertised herein, please contact the City Clerk's Office, (540)853-2541, by noon, January 6, 2023. Cecelia F. McCoy, CMC, City Clerk The City of Roanoke Planning Commission will hold a public hearing on January 9, 2023, at 1:30 p.m., or as soon thereafter as the matters may be heard, to consider the following matters. All persons wishing to address the Planning Commission must sign-up with the Secretary to the Planning Commission by emailing planning aroanokeva.gov or by calling (540)853-1330 by noon, January 4, 2023. Written comments of interested persons will be received by the Secretary to the Planning Commission at planning a roanokeva.gov by noon, January 4, 2023. Application by Khawaja Holdings, LLC, to repeal and replace conditions proffered as part of a previous rezoning at 1919 10th Street NW,bearing Official Tax Map No. 2060534. The conditions, adopted through the enactment of Ordinance 41064-022018, require development in conformance with a development plan dated January 9, 2018; building elevations dated December 22, 2017; and a list of permitted uses. No changes to the proffered development plan or elevations are proposed. The applicant proposes to repeal the list of permitted uses and proffer a new list of permitted uses adding the following use to the previous list of permitted uses: laundromat. The use classes permitted in CG, Commercial-General District, include a laundromat. The comprehensive plan designates the property for light manufacturing use. Application by OJP Rentals, LLC, to close by vacation an approximately 12 foot wide by 50 foot long portion of an alley between Colonial Avenue SW and the on-ramp to Route 220 with an approximate area of 600 +/- square feet, adjacent to Official Tax Map Nos. 1280408 and 1280419. Vacation of this portion of said alley is required to combine the property into one parcel and for a Building Permit due to a portion of the applicant's building extending into said alley. Application by TPB Enterprises, LLC, to (i) close by vacation an approximately 0.06 acre portion of Mecca Street NE at the intersection with Orange Avenue NE being adjacent to property located at 2901 Orange Avenue NE, Official Tax Map No. 7090405, to be zoned CG, Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of-way between 2525 Manning Road NE and 0 Manning Road NE, Official Tax Map Nos. 7120208 and 7170201, respectively, for incorporation into the larger master plan; (iii) to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, Official Tax Map No. 7070114, enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and (iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road NE; 0 Scott Road NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated between Official Tax Map Nos. 7120208 and 7170201; bearing Official Tax Map Nos. 7070114, 7130104, 7130105, 7130106, 7130107, 7130108, 7130109, 7130113, 7130123, 7130121, 7130122, 7120208, 7170201 (respectively), from CG (c), Commercial-General District with conditions; CG, Commercial-General District; R-5, Residential Single-Family District; RA, Residential Agricultural District; and I-1, Light Industrial District, to MXPUD, Mixed Use Planned Unit Development District, subject to the Development Plan that specifies uses, location of buildings and infrastructure, site access, and building design. The land use categories permitted in MXPUD include residential; accommodations and group living; commercial; industrial; warehousing and distribution; assembly and entertainment; public, institutional and community; transportation; utility; agricultural; and accessory, with a maximum density of one dwelling unit per 1,800 square feet of lot area. The comprehensive plan designates the property for commercial corridor, mixed residential, general residential, and industrial use. The proposed uses are multi-family dwelling and other uses as noted on the PUD plan. Tina M. Carr, Secretary, City Planning Commission City Council will hold a public hearing on the aforesaid matters on January 17, 2023, at 7:00 p.m., or as soon thereafter as the matters may be heard, in the City Council Chamber, fourth floor, Room 450, Noel C. Taylor Municipal Building, 215 Church Avenue SW, Roanoke, Virginia. Citizens are advised that the date on which these matters will be heard is a departure from the usual date on which such matters are heard by Council. All persons wishing to address City Council may sign-up online at www.roanokeva.gov/council. In order to sign up, the form to speak before City Council may be accessed under the tab "Sign Up Form to Speak Before Council" on the left of the screen. Sign up forms must be received by noon on January 17, 2023. In the event the public hearing is conducted by electronic communication means due to the COVID-19 pandemic disaster, you will be notified by the City Clerk's Office. For further information, you may contact the Office of the City Clerk at(540)853-2541. Cecelia F. McCoy, CMC, City Clerk The City of Roanoke provides interpretation at no cost for all public meetings, upon request. If you would like to request an interpreter, please let us know at least 24 hours in advance by calling(540) 853-1283. La Ciudad de Roanoke proporciona interpretacion sin costo por todas citas publicas, previa solicitud. Si usted desea solicitar un interprete,haganoslo saber con al menos 24 horas de antelaci6n por hamar(540) 853-1283. Jiji la Roanoke linatoa huduma ya ukalimani bila malipo katika mikutano yote ya umma, inapoombwa. Iwapo ungependa kuomba mkalimani, tafadhali tujulishe angalau saa 24 kabla kwa kupiga simu(540) 853-1283. u,yl9i)�a jLa ySl .�,IiS o,liul,��ALa �jU- _.;1.4 jA :1�I CjS L�,°9°c uL 1�a o� �,ly u�19��� 9•��� S3's> U(540) 853-1283 Jo--�-24 31.1,ts1.1 --L-i LsAtL�;;t..--,y Please publish in newspaper on Tuesday, December 27, 2022, and Tuesday, January 3, 2023. Please bill and send affidavit of publication by USPS and via email to: Tina M. Carr Secretary to the Planning Commission Planning, Building, & Development City of Roanoke Noel C. Taylor Municipal Building 215 Church Avenue, SW, Room 170 Roanoke, VA 24011 540/853-1730 tina.carra,roanokeva.gov Please send affidavit of publication to: Cecelia F. McCoy, CMC, City Clerk 215 Church Avenue SW, Suite 456 Noel C. Taylor Municipal Building Roanoke, Virginia 24011-1536 540/853-2541 susic.mcco u,roanokeva.gov CITY OF ROANOKE OFFICE OF THE CITY CLERK 215 Church Avenue,S.W.,Room 456 ~=' Roanoke,Virginia 24011-1536 Telephone: (540)853-2541 Fax: (540)853-1145 E-mail: clerk@roanokeva.gov CECELIA F.MCCOY,CMC CECELIA T.WEBB,CMC City Clerk Deputy City Clerk January 9, 2023 RUTH VISUETE PEREZ Assistant Deputy City Clerk Ben Crew, Project Manager Balzer& Associates, Inc. 1208 Corporate Circle Roanoke, Virginia 24018 Dear Mr. Crew: A public hearing has been scheduled to be held on Tuesday, January 17 at 7:00 p.m., pending formal action by the City Planning Commission in regard to a request by TPB Enterprises, LLC, to (i) close by vacation an approximately 0.06 acre portion of Mecca Street, NE at the intersection with Orange Avenue, NE being adjacent to property located at 2901 Orange Avenue NE, to be zoned Commercial-General District, and incorporated into 2901 Orange Avenue NE with the realignment of Mecca Street NE; (ii) to close by vacation an approximately 0.03 acre portion of right-of-way between 2525 Manning Road, NE and 0 Manning Road, NE, respectively, for incorporation into the larger master plan; (iii) to repeal all conditions proffered as part of a previous rezoning on property located at 2843 Orange Avenue NE, enacted through Ordinance No. 29277 relating to substantial conformity with a site plan, fencing requirements, and zoning; and (iv) to rezone the property located at 2843, 2814, 0, 2838, 2828, 2842, and 2920 Orange Avenue NE; 2802 and 0 Daleton Road ,NE; 0 Scott Road, NE; 2519, 2525, and 0 Manning Road NE; and the portion of right-of-way to be vacated. (See copy of the Public Hearing Notice attached.) Formal action by the City Planning Commission following its meeting on Monday, January 9., may be viewed on the City's webpage, www.roanokeva.gov, under "Roanoke Planning Commission News", If you have questions regarding the Planning Commission public hearing, please contact Tina Carr, Secretary to the City Planning Commission at (540) 853-1730. Questions regarding the City Council public hearing may be directed to the City Clerk's Office at (540) 853-2541. Sincerely, � C_� �— ' Cecelia F. McCoy, CMC City Clerk Enclosure Adjoining Property Owners January 9, 2023 c: James Fielding Douthat Western Virginia Water Authority 3625 Ridgewood Lane 601 S Jefferson Street, S.W., Ste 200 Roanoke, Virginia 24014 Roanoke, Virginia 24011 Fitzgerald James Darrell VI'ASSOCIATES LLC 2431 Manning Road, N.E. 1401 Municipal Avenue Roanoke, Virginia 24012 Roanoke, Virginia 24012 Beth Israel Congregation Cemetery 5500 LLC % Shirley McNeil 3812 Derby Road 920 Franklin Road Roanoke Virginia 24012 Roanoke, Virginia 24015 Fifty-Five Hundred, LLC Linda Short Hodges 3812 Derby Drive 440 Edgemont Circle Roanoke, Virginia 24012 Vinton, Virginia 24179 D J N Investments LLC The Agape Center Corporation, Inc. P. O. Box 649 P. O. Box 573 Vinton, Virginia 24179 Moneta, Virginia 24121 P & JI, LLC Alpha Portfolio Owner LLC 940 Camney Lane c/o Oak Street Real Estate Capital LLC Vinton, Virginia 24179 Attn: Asset Mgmt Chicago II 60602 D White Properties LLC White Tire Distributors Lynchburg Cranie Service, Inc. Naples FL 34105 P. O. Box 432 Forest, Virginia 24551 Star City Real Properties LLC 2804 Matthew Dr Terry Jo Abernathy Vinton, Virginia 24179 2524 Manning Road, N.E. Roanoke, Virginia 24012 Bradley V. Thomas 3618 Wellington Drive, SE Douglas M. Gimbert Roanoke, Virginia 24014 2701 Mary Linda Avenue Roanoke, Virginia 24012 The Casey D Marshall Trust 106 Inlet Court Robert & Gloria M. Sydnor Clarksville, Virginia 23927 1094 Boaters Way Dunnsville, Virginia 22454 Mark L Stout, Jr. 2464 Howard Avenue, NE Roanoke, Virginia 24012 2 BRC Orange Avenue LLC 5826 Samet Drive, Ste 105 High Point, NC 27265 Joyce B. Higgs 2331 Daleton Road, NE Roanoke, Virginia 24012 Joyce B. Higgs 2631 Daleton Road, NE Roanoke, Virginia 24012 Lawrence C and Laurna G Mundy 1512 Scott Road, NE Roanoke, Virginia 24012 David C and Jennifer W Underwood 1515 Scott Road, NE Roanoke, Virginia 24012 Brazos River Group, LLC POBox 18 Salem, Virginia 24153 Wallace A & Jacqueline B. Reed 2842 Orange Avenue, NE Roanoke, Virginia 24012 Fatima Property, LLC 3526 Shenandoah Avenue, NW Roanoke, Virginia 24017 BHT Properties, LLC 2920 Orange Avenue, NE Roanoke, Virginia 24012 City of Roanoke P O Box 1451 Roanoke Virginia 24007 3 Zoning Amendment g A pp C ition Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Roanoke,Virginia 24011 Click Here to Print Phone: (540)853-1730 Filing Date:Dec 16,2022 Submittal Number: Amended Application No.1 lRequest (801100t alit at a�gnlvlr ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑ Rezoning,Conditional ❑Amendment of Planned Unit Development Pian X❑Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑ Establishment of Comprehensive Sign Overlay District �Proae.�ty Information• Address: 2519 Manning Rd,NE/o Scott Road NE/2525 Manning Road NE/0 Manning Road NE Official Tax No(s).: 17130122/7130121/7120208/7170201 Existing Q Without Conditions Ordinance Zoning: R-5,Residential Single-Family ❑ With Conditions No(s).(If n/a ❑ Planned Unit Development applicable): Requested ❑ Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmei ❑ With Conditions Land Use: Allowable Uses Per PUD Plan [1 Planned Unit Development Property Owner Intformatilom Name: James Fielding Douthat Phone Number: +1 (540)1 8136 AddressE3625 Ridgewood Lane Roanoke,VA 24014 E-mail: as)douthat@cox.net P, nn:fs 5lgnaUto: 111116 ' 't I'for tilo (if different rom owner): Name: TPB Enterprises,LLC Phone Number: +1 (434)610-3719 Address: P.O.Box 148 Forest,VA dcyrus@thom 24551 E-mail: asbuildersofva.c Ws: t o fixed A ein `Informat if to ` 11Icablele' Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +1 (540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail; Bcrew@Balzer.cc AuOafudAp ArsS4iftc - Zoning Amendment 'App1 kation Checklist he following must be submitted for ail applications: • Completed application form and checklist. • Written narrative explaining the reason for the request. V Metes and bounds description,If applicable. Q Filing fee. IFor a rezoning not otherwise listed,the following must also be submitted:. F_ Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. IFor a conditional rezoning, the following must also be submitted: F Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as C- 'development plan'if proffered. 'For a planned unit development,the following must also be submitted:: R Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. lFor a comprehensive sign overlay district,thefollowing must be submitted: F Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. IFor an amendment of proffered conditions,the following must also be submitted:+ Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, f` if applicable. I- Written proffers to be amended. See the City's Guide to Proffered Conditions. I- Copy of previously adopted Ordinance. For a planned unit development amendment, the following must also be submitted: F mended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. F Copy of previously adopted Ordinance. For a comprehensive sign overlay amendment, the following must also be submitted: I- Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. F- Copy of previously adopted Ordinance. fFor a proposal that requires a traffic impact study be submitted to the City,the following must also be submitted: F- A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. !For a proposal that requires a traffic impact analysis be submitted to VDOT,.the following must also be submitted: F- Cover sheet. F- Traffic impact analysis. i- Concept plan. i- Proffered conditions,if applicable. C- Required fee. *An electronic copy of this application and checklist can be found at www.roanokeva.gov/planningcommission. A complete packet must be submitted each time an application Is amended,unless otherwise specified by staff. Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Roanoke,Virginia 24011 jj GIIck Hare, Print. Phone: (540)853-1730 Filing Date:Dec 16,2022 Submittal Number: Amended Application No.t ❑Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑Rezoning,Conditional ❑Amendment of Planned Unit Development Plan ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑Establishment of Comprehensive Sign Overlay District Address: 0 Daleton Road NE Official Tax No(s).: 7130123 Existing ❑x Without Conditions Ordinance Zoning: 1-1,Light Industrial ❑With Conditions No(s).(If n/a ❑ Planned Unit Development applicable): Requested ❑Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developme ❑ With Conditions Land Use: Allowable Uses Per PUD Plan Exp Planned Unit Development Illy _46 Name: City of Roanoke Phone Number: Address: 215 Church Avenue,SW,Roanoke,VA 24011 1 E-mail: /L ' 1 Name: PB Enterprises,LLC Phone Number: +1 (434)610-3719 Address: P.O.Box 148 orest,VA 2455 1___._ E-mail: dcyrus@thomasbuildersofv� r. Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +1(540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Bcrew@Balzer.cc b�y,Kspy, ZonlnwA A4. (x Completed application form and checklist. r Written narrative explaining the reason for the request, rx—� Metes and bounds description,if applicable. rx Filing fee. r; Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, r- Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, Please label as r 'development plan'if proffered. r Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. r, Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the Citys Zoning Ordinance. Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, r• if applicable. F Written proffers to be amended. See the City's Guide to Proffered Conditions. F Copy of previously adopted Ordinance. f- Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinanw; F- Copy of previously adopted Ordinance. dt n e�rp f)t ait!)re ;tf f1 ,.. F Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. F Copy of previously adopted Ordinance. r A Traffic Impact Study in compliance with Appendix 8-2(e)of the City's Zoning Ordinance. F Cover sheet, r- Traffic impact analysis. r— Concept plan. F Proffered conditions,if applicable. I— Required fee. ;An electronic copy of this application and checklist can be found at www.roanokeva,govlplanningcommisslon. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. DocuSlgn Envelope 10:029809FC•DF3449EC-8FDC-EIB0DB26FB85 IM ZOOM, ii:.f• .:J'. �.�' - '�t . •i•,,. ;t3;?•,nt.v:.A':• ':'t ��..�'.Si°I; .�•�J. !. �it. ='d::a7....n.�:..vtsa�u `-v'.•.:_....._..'La,ua:'.1._:�<•']..s:.>F.�. G.::c.::.Ylilf:ls:_..i.'s'.y'0 ti.'�r'i'.1 Department of Planning,suing and Development Room 170,Noel C,Taylor Munfcipal Building 215 Church Avenue,S,W, Roanoke,Virglnla 24011 �i„je[et4' f Phone: (540)853.1730 Filing pate:pec 16,2022 Submittal NumberAmended Application No.1 �J Rezoning,Not Otherwise Listed E]Amendment of Proffered Conditions (l Rezoning,Conditional ❑Amendment or Planned Unit Development Plan p Rozoning to planned Unit Development 0 Amendment of Comprehensive Slgn Overlay District ❑Establishment of Comprehensive Sign Overlay District Address; 2802 Daleton Road NE Official Tax No(s).: 7130113 Exisling �]x Without Conditions Ordinance Zoning: RA,Residentlal-Agricultural ❑Wth Conditions No(s).(If n/a ❑Planned Unit Development applicable): Requested []Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmet 0 With Conditions Land Use: Allowable Uses Per PUD Pian Planned Unit Development Name: Barry Reed Phone Number:r-40 +1(636)346 3475 995i by 2842 Orange Avenue NE Roanoke,VA 7.4012 E-mail: Name: 8 Enterprises,LLC Phone Number +1(434)610-3719 Addre : P 0.Box 148 Fore t,VA 24551 _ E-mail: dcyrus@thomasbuildersofva. Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +1(540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Bcrew@Balxer.cc ...LroewargCnnayea+v. (\ � DocuSign Envotope Ib:029809FC-DF34-49EC-8FDC-E1 BDDB28F686 ltkiYL� � t ' ` '1•�.�11'1'14'�"A C��i'�tC'�1'� f r t T '_�•''%. 1 ►iqh rkGl��� •r: _ �.c:. . stiu. ..a.,.�.....� ._•. .i.a . ' i,..r..r�:��21 ---_. _�.`•,;xr:,...vj:.�saii:..:�e.ae:i:_.,,.._to?�".�}.'.S.".""ii:"ii'`y•.L:. .P�:=3::+e�iffiF��.::e:..�:r>�i,i•,':�::..z: S iR Completed appllcallon form and oheoldlst. VK Written narrative explaining the reason for the request, VK Metes and bounds desotlplion,If applicable. Flung fee. Vol IVZ[fllil a- C Concept plan meeting the Application Requirements of Item 2(c)'in Zoning Amendment Procedures. �Q r.-- Written proffers. See the Citys Guide to Proffered Conditions. Concept plan meeting the Application Requirements of Item`2(c)'in Zoning Amendment Procedures, Please label as 'development plan'if proffered, 19 Nowim Development plan meeting the requirements of Section$6.2-326 of the Clty's Zoning Ordinance. f-Comprehensive signage plan meeting the requirements of Section 36.2.336(d)(2)of the City's zoning Ordinance. Amended development or concept plan meeting the ApplWQon Rtequirements of ltem'2(c)'in Zoning Amendment Procedures, if applicable. r Written proffers to be amended. See the City's Guide to Proifored Conditions, (=:Copy of previously adopted Ordinance. j"' Amended development pian meeiing the requirements of Section 36.2-326 of the City's Zoning Ordinance f"" Copy of previously adopted Ordinance. r Amended comprehenslve signage plan meeting the requirements of Section 36.2-336(d)of tie City's Zoning Ordinance, Copy of previously adopted Ordinance. Emm.ME ( ;A Traffic impact Study In compliance with Appendix f3 2(e)of the City's Zoning Ordinance. r le Jj Cover sheet. [`Traffic Impact analysis. r Concept plan. [ Proffered conditions,if appricable, G Required fee. *An electronic copy of this appilcaton and checklist can be found at www.roanokeva.goviplanningeormnission, A complete packet must be submitted each time an application Is amended,unless otherwise specified by staff. I Zoning Amendment pp A r licatitn i Department of Planning, Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Roanoke,Virginia 24011 Click Hereto Print Phone: (540)853-1730 Filing Date: 2022-12-16 Submittal Number: Amended Application No.1 lRe uest(ase ect:pill That apil;W- ❑ Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑ Rezoning,Conditional ❑Amendment of Planned Unit Development Plan x❑ Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑ Establishment of Comprehensive Sign Overlay District (rPrap� Infonnatfoll: Address: 11 2802 Daleton Road NE Official Tax No(s).: 7130113 Existing x Without Conditions Ordinance Zoning: RA,Residential-Agricultural ❑ With Conditions No(s).(If n/a ❑ Planned Unit Development applicable): Requested ❑ Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developme ❑ With Conditions Land Use: Allowable Uses Per PUD Plan Planned Unit Development Property Owner Information: Name: Betina A Ails Phone Number: +1 (540)520-4922 Address: 2842 Orange Avenue NE Roanoke,VA 24012 E-mail: —� DoeuSlgned I � is. fir (ua(I.a.{.� ll. A .(i�►.t� (°Z. Pr"a4t235D8a g .. A licant`Inforination Illf different fr6M tr "ner d Name: TPB Enterprises,LLC Phone Number: +1 (434)610-3719 Address: P.O.Box 148 Forest,VA 24551 E-mail: dcyrus@thomasbuildersofv / e Name: Balzer and Associates,Inc. c/o Ben Crew Phone Number: +1 (540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Bcrew@Balzer.cc h0o ind Agents Sg twe: I Zoning Amendment !Application Checklist IThe following must be submitted for all applications: Fx Completed application form and checklist. r Written narrative explaining the reason for the request. r Metes and bounds description,if applicable. Fx-: Filing fee. CFora rezoning not otherwise listed,the following must also be submitted: I— Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. IFor a conditional rezoning,the following must also be.submiited: " F-, Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as F 'development plan'if proffered. IFor a planned unit development;the following must also'be submitted:' r Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. For a comprehensive sign overlay district,the following must be submitted:` 17 Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. IFor an amendment of proffered condlflons,the following must also tie;submitted: Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, r if applicable. F Written proffers to be amended. See the City's Guide to Proffered Conditions. I Copy of previously adopted Ordinance. 'For a planned unit development amendment,the following must also be submitted: I - Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. I- Copy of previously adopted Ordinance. For a comprehensive sign overlay amendment,the following must also be submitted: F- Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. F- Copy of previously adopted Ordinance. IFor a proposal that requires a traffic impact study be submitted to the City,the following must also be submitted: A Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. (For`a proposal that requires a traffic impact analysis be submitted to VDOT;the following must also be submitted: F Cover sheet. I— Traffic impact analysis. I— Concept plan. F- Proffered conditions,if applicable. F- Required fee. *An electronic copy of this application and checklist can be found at www.roanokeva.gov/planningcommission. A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. DocuSign Envelope ID:C9CEEA2B-0475.4748-A446-F66C39259E1A Zoning Amendment Application Department of Planning,Building and Development Room 170,Noel C.Taylor Municipal Building 215 Church Avenue,S.W. Roanoke,Virginia 24011 Click Here to Print Phone: (540)853-1730 Filing Date: Dec 16,2022 Submittal Number: Amended Application No.1 IReauest (select all that apply): ❑ Rezoning,Not Otherwise Listed ❑Amendment of Proffered Conditions ❑ Rezoning,Conditional ❑Amendment of Planned Unit Development Plan ❑x Rezoning to Planned Unit Development ❑Amendment of Comprehensive Sign Overlay District ❑ Establishment of Comprehensive Sign Overlay District Oroperty Information: Address: 2802 Daleton Road NE Official Tax No(s).: 7130113 Existing ❑x Without Conditions Ordinance Zoning: RA,Residential-Agricultural ❑ With Conditions No(s).(If n/a ❑ Planned Unit Development applicable): Requested ❑ Without Conditions Proposed Zoning: MXPUD,Mixed Use Planned Unit Developmet ❑ With Conditions Land Use: Allowable Uses Per PUD Plan U Planned Unit Development Property Owner Information: Name: Brett A Reed Phone Number:L +1 (540)819-6873 Address: L2842 Orange Avenue NE Roanoke,VA 24012 E-mail: �D,ocuuSSigned �G, / ►7 Z!r�r ` t °°'7f W61 Applicant Information (if different from owner): Name: ITPB Enterprises,LLC Phone Number: +1 (434)610-3719 Address: P 0.Box 14 est,VA 24551E-mail: dcyrus@thomasbuildersofva�c M's e• lAtithor Id'Agent. "Or atlan'(if applicable): Name: Balzer and Associates,Inc. c/o Ben Crew , Phone Number: +1 (540)772-9580 Address: 1208 Corporate Circle Roanoke,VA 24018 E-mail: Screw@Balzer.cc Au%orued Agen[s signature: DocuSign Envelope ID:C9CEEA2B-0475-4748-A446-F66C39259E1A Zoning Amendment 'Application Checklist The following must be submitted for all applications: V Completed application form and checklist. FX_ Written narrative explaining the reason for the request. (x Metes and bounds description,if applicable. fx Filing fee. jFor a rezoning not otherwise listed,the following must also be submitted: F— Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. jFor a conditional rezoning,the following must also be submitted: F Written proffers. See the City's Guide to Proffered Conditions. Concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures. Please label as r 'development plan'if proffered. IFor a planned unit derrelopmenf,the following must also be submitted:' ix Development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. IFor a comprehensive sign overlay district,the following must be submitted:' F- Comprehensive signage plan meeting the requirements of Section 36.2-336(d)(2)of the City's Zoning Ordinance. IFor an amendment of proffered conditions,the following must also be submitted'.` Amended development or concept plan meeting the Application Requirements of item'2(c)'in Zoning Amendment Procedures, if applicable. r- Written proffers to be amended. See the City's Guide to Proffered Conditions. F Copy of previously adopted Ordinance. For a planned unit development amendment,the following must also be submitted: I Amended development plan meeting the requirements of Section 36.2-326 of the City's Zoning Ordinance. f - Copy of previously adopted Ordinance. For a comprehensive sign overlay amendment,the following must also be submitted: i! Amended comprehensive signage plan meeting the requirements of Section 36.2-336(d)of the City's Zoning Ordinance. F_ Copy of previously adopted Ordinance. for a proposal that requires a traffic impact study be submitted to the City,the following must also be submitted: F- Traffic Impact Study in compliance with Appendix B-2(e)of the City's Zoning Ordinance. !For a proposal that requires a traffic impact analysis be submitted to VDOT,the following must also be submitted: F- Cover sheet. F Traffic impact analysis. Fu Concept plan. (- Proffered conditions,if applicable. F- Required fee. 'An electronic copy of this application and checklist can be found at www.roanokeva.gov/planningcoinmission, A complete packet must be submitted each time an application is amended,unless otherwise specified by staff. dotW�a-Nm*,YVYi BRRAG(Bus Riders of Roanoke Advocacy Group) January 2023 Our Priorities f 1. Restoring peak service (every 30 minutes, at certain times of the day) a. We realize that doing this requires full staffing - more drivers. b. Question: how do we get to full staffing? i. It is not acceptable to shake our heads and say "everyone is struggling with staffing"because transit is key to other local businesses being able to get workers and customers. Transit is in a special category because of the role it plays, so we should do everything we can to solve this particular staffing problem. ii. TransitCenter has produced a report called Bus Operators in Crisis outlining the roots of the problem (which predate the pandemic) and steps to take to address it. https://transitcenter.org/gT- content/uploads/2022/07/Bus-Operators-in-Crisis RGB Interactive-l.pdf They recommend— 1. Better pay and better wage progression with long-term service 2. Better support in getting the CDL license 3. See if the hiring process needs improvement 4. Attention to safety of operators 5. Workplace culture that respects operators 6. Reforms in work hours and scheduling (avoid split shifts, mandated overtime) 7. Nice quality facilities 8. Listen to operators iii. We don't have all the answers to this but we think the priority is so high that the city manager's office should a) make sure all of the above considerations have been addressed; and b) consider hiring a consultant to help solve the problem. Valley Metro has been working diligently on this for months, to no avail, so we think further steps, like an outside consultant, may be warranted. 2. Later-evening and Sunday service a) We are very grateful for the promise of Metro Flex to answer this demand last spring. To this point we have not seen any progress on this initiative. What is the latest? b) We also recognize that on-demand service is not the same as fixed-route service; what we truly want, longer term, is fixed-route service during these times and we 3, are not losing sight of that goal. ,l Improved bus stops and related infrastructure a) Valley Metro is completing a bus stop inventory. Once this data is in hand (should happen in spring of 23), can we please allocate money to improve the bus stops that need improvement? From a rider perspective we can think of several. b) The inventory should also indicate areas where improvements in sidewalks and other infrastructure is needed, with special interest in ADA accessibility. We would like to see adequate money allocated for these improvements to be completed in a timely manner. Why we think these are important a) Frequency is freedom. Bus riders tend to be lower-income individuals, and yet they pay a"time tax"because of bus routes that only circulate once an hour. The schedule itself is a significant deterrent to ridership - who can "afford"the time? a. City Plan 2040 calls for a"Liveable Built Environment" including "an integrated, multi-modal transportation system." (A great city deserves great transit!) b) Buses drive the economy. Studies have shown that"good, dependable transit service provides a tool for upward mobility" (Snyder 2009). For every dollar invested in transit, the economy benefits by $5 (Economic Development Research Group 2020). Other cities that invest in transit have seen significant returns (Hook 2013). a. City Plan 2040 calls for a"Resilient Economy." Surely a resilient economy is one in which workers can get to work via a reliable public transit system. c) Riders deserve dignity. Bus stops and related infrastructure support a culture of respect for bus riders. We see grandmothers waiting in the rain. We see elders with walkers struggling up steep curbs. We see children standing by the edge of the road as cars rush by at high speeds. Our city is better than this: we must show respect for everyone's dignity by providing decent accommodations. a. City Plan 2040 calls for"Interwoven Equity." This includes "access and opportunities available to all" - surely such access is predicated upon an excellent transportation system that treats people with dignity. d) Bus riders tend to be people of color. For a city that says we value diversity, it is a very bad look for us to underfund a system that primarily serves our non-white citizens. a. City Plan 2040 calls for"Interwoven Equity." We seek to overcome "barriers that limited opportunity for underserved communities, particularly the African-American community, and eroded trust in institutions." An inadequate bus system does represent a barrier that limits opportunity; we need to strengthen trust in our institutions by offering excellent transportation service. e) A really good bus system enhances public health. People who take transit tend to walk more, because they walk to and from their bus stops; studies have shown that they are more likely to meet the recommended amount of physical activity (LaChapelle and Frank 2009). Furthermore, inadequate transportation services "can cause patients to miss appointments, which exacerbates medical problems and wastes medical resources" (Litman 2010). Finally, transit-oriented communities have only one-quarter the traffic fatality rate of car-oriented, sprawling areas - another way that buses contribute to public health (Litman 2010). a. City Plan 2040 calls for a"Healthy Community." Buses can help us get there! f) A really good bus system will help our natural environment. Heil and Pargal (2010) note that air quality is measurably improved by reducing car use through strategies like "a viable public transport system." Thomas Abdallah(2017) calls transit"one of the best and most effective sustainability solutions,"because an effective bus system reduces both local air pollution and greenhouse gas emissions that impact the entire globe. a. City Plan 2040 calls for"Harmony with Nature." Buses can help us get there! How much this will cost • Let us first note that a budget is both a moral document and a practical one. On the moral side, we urge you to use the budget to affirm our city's commitments to a Liveable Built Environment and a Resilient Economy with Interwoven Equity, Health, and Harmony with Nature. This is our chance to "put our money where our mouth is." We can make these things happen by supporting a better bus system for all. • Also we would like to note that studies show investments in transit yield returns for the local economy and hence the tax base. • We don't know exactly how much any of this will cost. We are trying to figure that out. • We recognize there may need to be practical compromises but our job is to hold up high standards and let you know that we expect you to help our city do better. Why we think it's worthwhile • A great city deserves great transit. Are we a great city? Let's show up our peer cities by having the best transit system in the region. This is how we attract young people. This is how we attract business. BRRAG's vision for Roanoke includes excellent transit that attracts all good things to our city, lifts our people out of poverty, and brings health and well being to our citizens. References Abdallah,Thomas. Sustainable Mass Transit: Challenges and Opportunities in Urban Public Transportation. Amsterdam: Elsevier, 2017. Economic Development Research Group. "Economic Impact of Public Transportation Investment: 2020 Update."American Public Transportation Association,April 2020. https:Hwww.apta.com/wp- c_ontent/uploads/APTA-Economic-Impact-Public-Transit-2020.pdf. Heil,Mark,and Sheoli Pargal. "Reducing Air Pollution from Urban Passenger Transport,"Journal of Environmental Planning and Management 43 no. 5 (August 2010): 665-688. Hook, Walter, Stephanie Lotshaw,and Annie Weinstock. "More Development For Your Transit Dollar,"2013. https://itdpdotorg wpengine.com/wp-content/uploads/2013/11/More-Development-For-_Your-Transit= Dollar ITDR.pdf Lachapelle,Ugo, and Lawrence D Frank. "Transit and Health: Mode of Transport,Employer-Sponsored Public Transit Pass Programs, and Physical Activity."Journal of Public Health Policy 30,no. S 1 (January 2009): S73-94. h aps://doi.or 10.1057/jph2008.52. Litman, Todd. "Evaluating Public Transportation Health Benefits."American Public Transportation Association.Victoria, BC: Victoria Transport Policy Institute,June 14,2010. https://apta.com/wp- content/uploads/Resources/resources/reportsandpublications/Documents/APTA_Health_Benefits—Litma n.pdf. Snyder, Ryan. "The Bus Riders Union Transit Model: Why a Bus-Centered System Will Best Serve U.S. Cities."Labor/Community Strategy Center,April 2009. TransitCenter. "Bus Operators in Crisis."July 2022. https://transitcenter.or wp-content/uploads/2022/07/Bus- Operators-in-Crisis_RGB Interactive--.1 p_df