Town of Paradise
Town Council Meeting Agenda
6:00 PM – August 13, 2024
Town of Paradise Council Chamber – 5555 Skyway, Paradise, CA
Meeting Procedures
I. The Mayor is the Presiding Chair and is responsible for maintaining an orderly meeting. The Mayor calls the meeting to order and introduces each item on the agenda.
II. The Town staff then provides a report to Council and answers questions from the Council.
III. Citizens are encouraged to participate in the meeting process and are provided several opportunities to address Council. Any speaker addressing the Council is limited to three minutes per speaker - fifteen minutes per agenda item A. If you wish to address the Council regarding a specific agenda item, please complete a “Request to Address Council” card and give it to the Town Clerk prior to the beginning of the meeting. This process is voluntary and allows for citizens to be called to the speaker podium in alphabetical order.
Comments and questions from the public must be directed to the Presiding Chair and Town Council Members (please do not address staff.) Town staff is available to address citizen concerns Monday through Thursday at Town Hall between the hours of 8am and 5pm.
B. If you wish to address Council regarding an item not on the agenda, you may do so under Item 4, “Public Communication.” Again, please fill out a card and give it to the Town Clerk before the meeting. State Law prohibits Council action on items not listed on a public agenda.
In compliance with the Americans with Disabilities Act (ADA) Compliance, persons who need special accommodations to participate in the Town Council meeting may contact the Town Clerk at least three business days prior to the date of the meeting to provide time for any such accommodation.
Town Manager, Jim Goodwin
Town Attorney, Scott E. Huber
Town Clerk/Elections Official, Vacant
CDD, Planning & Onsite, Susan Hartman
CDD, Building & Code Enforcement, Tony Lindsey
Finance Director/Town Treasurer, Aimee Beleu
Public Works Director/Town Engineer, Marc Mattox
Division Chief, CAL FIRE/Paradise Fire, Garrett Needles Chief of Police, Eric Reinbold
Recovery & Economic Development Director, Colette Curtis Human Resources & Risk Management Director, Crystal Peters Information Systems Director, Luis Marquez
Mayor, Ron Lassonde
Vice Mayor, Greg Bolin
Council Member, Steve Crowder
Council Member, Steve “Woody” Culleton
Council Member, Rose Tryon
1 1. OPENING
1a. Call to Order
1b. Pledge of Allegiance to the Flag of the United States of America 1c. Invocation
1d. Roll Call
1e. A proclamation recognizing Town Clerk Dina Volenski. 1f. A proclamation recognizing the Hope Crisis Response Network (HCRN). 1g. Camp Fire Recovery Updates - Written reports are included in the agenda packet.
p5 Colette Curtis, Recovery and Economic Development Director - Recovery Projects, Advocacy, Economic Recovery and Development, Communications and Emergency Operations.
p9 Marc Mattox, Public Works Director/Town Engineer - Infrastructure and Sewer Update.
p12 Tony Lindsey, CDD-Building and Code Enforcement-Code Enforcement Update.
p16 Kate Anderson, Business and Housing Manager-Business and Housing Update.
2. CONSENT CALENDAR
One roll call vote is taken for all items. Consent items are considered to be routine business that does not call for discussion.
2a. p18 Approve the minutes from the July 9, 2024 Regular and July 23, 2024 Special Town Council meetings.
2b. p25 Approve July 2024 Cash Disbursements in the amount of $8,623,708.56.
2c. p34 1. Waive second reading of the entire Town Ordinance No. 637 and approve reading by title only (roll call vote); and, 2. Adopt Town Ordinance No. 637 "An ordinance of the Town Council of the Town of Paradise modifying and amending chapter 8.04 of the Paradise Municipal Code related to nuisance abatement procedures."
2d. p39 1. Authorize the Mayor to sign letters of support for HCD’s 2020 CDBGDR MHP grants for affordable housing projects in Paradise; or 2. Provide alternative directive to Town staff.
2e. p43 Adopt Resolution No. 2024- ___, “A Resolution of the Town Council of the Town of Paradise Approving Agreements for the Purchase of Tax Defaulted Properties from Butte County."
2f. p54 1. Approve Program Supplement Agreement No. F030 to the Master Agreement Administering Agency-State Agreement for Federal-Aid Projects, Agreement No. 03-5425F15 for Roe Road Extension Project phase 1; and, 2. Adopt Resolution 2024-__ “A resolution of the Town 2 3
Council of the Town of Paradise authorizing the Town Manager of the Town of Paradise or their designee to sign Program Supplement Agreement No F030 to the Administering Agency-State Agreement for Federal-Aid projects corresponding to Project No. CPFL 5425 (049).”
2g. p65 Adopt Resolution No. 2024__ , “A Resolution of the Town Council of the Town of Paradise authorizing agents to execute an application with the California Governor’s Office of Emergency Services for obtaining certain federal financial assistance.”
2h. p70 Authorize the Finance Director to advertise Request for Proposal (RFP) for a three-year Financial Audit Servicing contract.
3. ITEMS REMOVED FROM CONSENT CALENDAR
4. PUBLIC COMMUNICATION
For matters that are not on the Council business agenda, speakers are allowed three (3) minutes to address the Council. The Town Council is prohibited from taking action on matters that are not listed on the public agenda. The Council may briefly respond for clarification and may refer the matter to the Town staff.
5. PUBLIC HEARINGS - None
6. COUNCIL CONSIDERATION
Action items are presented by staff and the vote of each Council Member must be announced. A roll call vote is taken for each item on the action calendar. Citizens are allowed three (3) minutes to comment on agenda items.
6a. p85 1. Provide staff with consensus on the proposed draft Ordinance relating to electronic changeable message signs to present for adoption at a future council meeting; or, 2. Provide alternative direction to town staff. 6b. p91 1. Provide staff with consensus on proposed standards for an Implementation plan related to Ordinance 637 regarding nuisance abatement procedures to present at future council meeting; or, 2. Provide alternative direction to town staff.
6c. p98 Consider adopting Resolution No. 2024-___ “A Resolution of the Town Council of the Town of Paradise approving the recommended signal control intersection alternative identified in the Intersection Control Evaluation Report for the Skyway and Pentz Road intersection”. (ROLL CALL VOTE) 6d. p171 Consider adopting Resolution No. 2024-____, “A Resolution of the Town Council of the Town of Paradise accepting the Pavement Restoration Special Requirements for Moratorium Roads” (ROLL CALL VOTE) 6e. p177 1. Hear an informational update relating to the Town’s progress for completion of FEMA and FHWA funded Camp Fire repairs to public roadways; and, 2. Provide staff direction on the decision to continue repairs within the Town’s proposed Sewer Service Area based on the current schedule of the Paradise Sewer Project.
3 6f. p183 1. Review alternatives proposed for the purchase or rental of hazardous fuels reduction equipment to be utilized under a limited term Hazard Mitigation Grant Program Grant; and, 2. Concur with staff recommendation and make necessary budget adjustments to procure needed equipment utilizing gas-tax backfill reserves. (ROLL CALL VOTE)
7. COUNCIL INITIATED ITEMS AND REPORTS
7a. Council initiated agenda items
7b. Council reports on committee representation
7c. Future Agenda Items
8. STAFF COMMUNICATION
8a. Town Manager Report
9. CLOSED SESSION
10. ADJOURNMENT
4 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 1(g)
ORIGINATED BY: Colette Curtis, Recovery and Economic
Development Director
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Monthly Recovery Update
LONG TERM
RECOVERY PLAN:
Yes
COUNCIL ACTION REQUESTED:
1. None
Background:
This report continues the Monthly Updates provided to keep the Town Council apprised of important developments related to the recovery of the Town of Paradise from the Camp Fire.
Included in this update are items related to recovery projects, advocacy economic recovery and development, communications and emergency operations.
Analysis:
ECONOMC DEVELOPMENT
CDBG-DR Economic Development
The Town of Paradise submitted an application for a Workforce Training Center, located on the Paradise High School campus.
The project is a partnership between the Town of Paradise, Butte College, PUSD, Valley Contractors Workforce Foundation, and NoRETC.
HCD recently notified the Town the project is eligible for funding, and staff is working with HCD on the Standard Agreement.
Restoration of Regional Air Service
Council approved an investment to the Revenue Guarantee Fund of $75,000. The agreement has been fully executed and the Town is providing the 25% deposit to the fund.
Healthcare
The Town of Paradise and Adventist Health Feather River Foundation are working together to create a Strategic Healthcare Recovery Plan to assess current inventory, exiting gaps, projections, and a strategic plan for filling the gaps. An RFP has been issued for a consultant to prepare the plan. The Plan is expected to be presented to Council in Spring 2025. 5 Biz Pro Academy
In an effort to make the path to opening a business in Paradise easier, the Town is creating a training program for local volunteers to help potential business owners through the process as mentors.
The program is under development, with a goal of holding the first training in October 2024.
RECOVERY
Overall Hazard Mitigation Project Update
The Project Specific Programmatic Agreement that governs all environmental requirements for the project and has been the primary cause of project delays is now completed. It is being routed for signatures which will allow the projects involved to finally be fully funded and approved. We expect full approval and the start of projects any day now.
Category 4 Tree Removal Program
We opened the program to applicants in July of 2022 and received 577 applicants. This represents 1,014 acres of private property across the Town and nearly 12,000 trees. Phase 2 Federal Environmental Review actions are now complete. CalOES is now completing final reviews and obligation processes. We anticipate full approval in the next month.
Town staff are working day with BCFSC on the implementation plan in order to be able to move quickly upon approval by FEMA
In April, we began property owner outreach and authorization paperwork for Phase two tree removal. As of August 1, we have 355 properties with complete paperwork and work ready to commence. These properties represent about 85% of the total trees eligible for removal in the program.
Early Warning System
All 21 Towers are standing and operational.
21 of the 21 standing Towers have all aesthetic branches installed. 20 of the 21 Towers have completed trenching and are connected to permanent power or in process of final connections through PG&E
We anticipate full system completion, training and handover of the operation will occur by September 2024 once all towers are fully connected to full-time power. With FEMA/CalOES approval of the modification of the towers to include in-home units, we are working through a timeline and process for installation and distribution. We anticipate starting public outreach in September will devices beginning to be handed out this fall.
One tower still requires active construction as we work with CalTrans on needs for connections near existing infrastructure. We anticipate that tower being completed in August.
6 Residential Ignition Resistant Retrofit Program
This project was opened to residents to apply in May 2023 and closed July 31, 2023. 118 property owners have submitted applications.
Assessments were completed in October 2023 and all Phase 1 closeout documents transferred to CalOES/FEMA for final environmental review. Phase 2 retrofit process will begin upon full approval of the environmental process.
Hazardous Fuels Reduction Program
Town Council approved implementation plan in March 2024. We are working with CalOES on options for implementing this project within the approved grant budget due to additional monitoring needs and increased equipment costs.
We expect to have a plan in place to coincide with full approval of the environmental process.
Defensible Space Code Enforcement
The Defensible Space Code Enforcement project was fully approved and obligated in November 2023 by FEMA and CalOES.
Town Staff are coordinating the process to implement this project in order to have the program operating for the Spring 2024 inspection season. Town Council approved implementation plan in January 2024. Grant funded staff have been hired and are in place and working in the community.
COMMUNICATIONS
Downtown Planning Workshop Saturday Aug. 10
Community input was gathered at a Downtown Planning Workshop on August 10. The information gathered will be used for phase 2 of the downtown strategy being drafted by UDA at Council direction.
EMERGENCY MANAGEMENT
Park Fire
o The Town activated the Emergency Operations Center (EOC) in response to the Park fire in July.
o Evacuation warnings were issued and then lifted for the entire Town. o The Town continues to monitor the fire, but is not in an active EOC. The Town is working with Butte County to update the Local Hazard Mitigation Plan (LHMP) in advance of the 2024 deadline.
Financial Impact:
7 None.
8 1
TOWN OF PARADISE
Council Agenda Summary
Date: August 13, 2024
Agenda No. 1(g)
ORIGINATED BY: Marc Mattox, Public Works Director / Town Engineer REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Camp Fire Recovery Updates - Infrastructure
COUNCIL ACTION REQUESTED:
1. None, written monthly update only.
Background:
This report continues the Monthly Disaster Recovery Updates provided to keep the Town Council apprised of important developments related to the recovery of the Town of Paradise from the Camp Fire.
Analysis:
Road Rehabilitation
This month’s road rehabilitation update may be found under Agenda Item 6x.
Paradise Sewer Project
Accomplishments in Past Month
Continued coordination of all permit applications, including interactions with USFWS, NMFS, CDFW, CVRWQCB, CVFPB, SHPO, and USACE. Met with or scheduled project consultations with Konkow Valley Band of Maidu and Mooretown Rancheria tribes.
Facilitated July PCT meeting which focused on overall City of Chico coordination. Continued support for all project funding activities including submittal of the EPA Community Grant.
Supported PDB team progress for Chico WPCF connections, Chico P18 coordination, sewer system operations planning, and project baseline schedule finalization.
Key Activities in the Next Month
Continue coordination of all permit applications, including interactions with USFWS, NMFS, CDFW, CVRWQCB, CVFPB, SHPO, and USACE. Specifically focus on permits related to near-term geotechnical borings. Continue coordination with the City of Chico, Butte County and the Butte County Evacuation Committee.
Continue support for all project funding activities
9 2
Support PDB team progress for submittal of the Draft Basis of Design Report (BODR).
Capital Project Updates
Below is an abbreviated Project List intended to show the current status of each project. More information on each project’s scope and schedule can be found at www.townofparadise.com/pwe.
Typical project progressions and timeframes are as follows:
(1) Environmental, 6-24 months
(2) Design, 12 months
(3) Right of Way, 6-12 months
(4) Construction, 6-24 months
Project ID Project Title Project
Phase
Anticipated
Construction
Completion
Year
7301 On-System Culvert Replacement Complete -
7302 On-System Hardscape Replacement Complete -
7303 On-System Road Rehabilitation Construction 2026
7304 On-System Sign Replacement Complete -
7307 Neal Road Rehabilitation Design 2028
8404 Camp Fire Hydrant Repairs Design 2025
8407 Off-System Road Rehabilitation Construction 2026
8408 Off-System Culvert Repair Complete -
9389 Pentz Pathway Project Phase II Design 2028
9390 Paradise ATP Gateway Project (Neal Road
Class I) Environmental 2028
9391 Oliver Curve Pathway Phase I Design 2028
9394 Paradise Sewer Project Design 2031
9421 Forest Service Road Improvements Environmental 2027 9422 Foster/Black Olive Intersection Improvements Environmental 2027 9423 Elliott/Nunneley Road Extension Environmental 2027 9424 Skyway Link ATP (Bille to Wagstaff) Environmental 2027 9425 Upper Skyway Widening (Bille to Wagstaff) Environmental 2027 9426 Skyway/Pentz Intersection Improvements Environmental 2028 9427 Pentz Road Widening Environmental 2028
9428 Roe Road Phase 1 (Pentz to S. Libby) Environmental 2028 10 3
9430 Pearson-Hilltop Guard Rail Design 2025
9433 Animal Shelter Expansion Construction 2025
9434 Roe Road Phase 2 (S. Libby to Clark) Environmental 2028 Funding Pursuits
Below is a listing of active funding pursuits related to infrastructure recovery and status updates:
Program Project Title Amount
Requested
Anticipated
Award
Notification
Notes
Federal
CDBG-DR
MIT RIP
Evacuation Route
Changeable
Message Sign
Project
$5.4M Summer 2024
Project has been determined as
eligible, awaiting notification on
formal award
Federal
CDBG-DR
MIT RIP
Storm Drain
Resiliency Project $3.9M Summer 2024
Project has been determined as
eligible, awaiting notification on
formal award
Federal
CDBG-DR
MIT RIP
Private Road
Identification
Safety Project
$960,000 Summer 2024
Project has been determined as
eligible, awaiting notification on
formal award
State CTC
Active
Transportatio
n Program
Cycle 7
Oliver Curve
Pathway Project $15.5M October 2024
Project was submitted for
consideration. Program funding
availability has been cut due to
State budget concerns.
11 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 1(g)
ORIGINATED BY: Tony Lindsey, Community Development Director, Building & Code Enforcement
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Camp Fire Recovery Updates – Code Enforcement
LONG-TERM
RECOVERY PLAN:
No
COUNCIL ACTION REQUESTED:
1. None
Background:
The Code Enforcement Division is committed to fostering a safe and appealing living and working environment. Our mission is to uphold and enhance our community's overall quality through the fair and impartial implementation of an enforcement program to rectify violations of municipal codes and land use regulations. In collaboration with residents, neighborhood associations, public service agencies, and other Town departments, we strive to:
Promote voluntary compliance with Town codes.
Identify and address violations promptly and fairly.
Foster collaboration efforts to address community concerns. Actively engage with the community in navigating the code enforcement process.
Analysis:
Temporary Use Permits (TUPs) are issued under the Urgency Ordinance (Exhibit A).
July June
Parcels permitted to occupy an RV 65* 69*
Accessory structures 13 13
*60 individuals have provided proof of utility connection, while 5 have not and are scheduled for the August Planning Commission meeting, where their permits will be subject to revocation.
RV Code Enforcement activity. (Exhibit B):
July June
Occupied sites without TUPs 37* 38*
Occupied sites with TUP Violations 10 12
Compliance gained/RV cases closed 5 15
*17 of these cases stem from the expiration of a Temporary Use Permit (TUP) for Storage.
The Community Enhancement Outreach Team, comprised of Disaster Case Managers, Fire Prevention, Housing, Police Department, and Code Enforcement personnel, visited permitted 12 and unpermitted RV sites. Throughout these visits, the team engaged with community members to address unmet needs and provided information about available assistance programs.
July June
Sites Visited 11 10
Community members contacted 6 4
Tenants 6 5
Owner-occupied 5 5
Supplied contact information 7 3
Do not qualify/refused 0 3
Fire Prevention is crucial to our community's safety and supports our continued economic growth. It focuses on three primary goals: Education, Engineering, and Enforcement. Our defensible space and hazardous fuel management ordinance requires property owners to uphold fire-safe conditions regardless of residency. The dedicated Fire Prevention team conducts weed abatement inspections on 11,125 parcels throughout our community to ensure compliance and reduce fire hazards.
Escrow defensible space inspections July June
Clearance requests received 75 88
Certificates issued 70 80
Land Surveyor's Certifications 10 14
First inspection compliance rate 92% 86%
Weed abatement inspections
Compliant parcels 9,320 – 83% 8,295 – 75%
Active Code cases 822 309
Commercial parcels 41 14
Residential parcels 781 295
Other Code Enforcement Items:
Abandoned Vehicle Authority July June
Vehicle Abatements 6 11
Additionally, Code Enforcement received complaints covering various issues, including waste and refuse problems, zoning violations, construction without the required permits, fire hazards, concerns about vehicles, unauthorized dwellings, cannabis, and the absence of garbage service.
13 TUPs under ORD 612 5/31/22
RV TUP STORAGE ONLY RV TUP OCCUPIED 7/27/2022
12/21/2023 12/21/2022
10 59 EXHIBIT A
632 6/26/2024
TUP - No Utilities Provided 5 RV TUP Extended 60 7/31/2024 14 TUPs under ORD 612
RV TUP STORAGE ONLY RV TUP OCCUPIED
TUP Violations 5/31/22
Violations w/ TUP RV no TUP
12/21/2022 7/27/2022 EXHIBIT B 12 38
TUP Violations 12/21/2023 5/31/22 6/26/2024 7/27/2022 6/26/2024 12/21/2023 12/21/2022
7/31/2024 10 36
15 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 1(g)
ORIGINATED BY: Sarah Richter, Housing Program Technician REVIEWED BY: James Goodwin, Town Manager
SUBJECT: Housing Recovery Update
LONG TERM
RECOVERY PLAN:
No
COUNCIL ACTION REQUESTED:
1. None
Background:
This report provides the Town Council with an update on Housing activities.
Analysis:
We have 36.2% of our pre-disaster housing stock to-date (1,377 surviving units + 2,972 new CofOs to-date [an increase of 49 from last month] = 4,349 habitable dwellings / 12,015 housing units before the Camp Fire). An additional 813 permits have been issued but have not received their CofO yet.
Town of Paradise Owner-Occupied Rehabilitation/Reconstruction Program ($16 million) -- This program helps homeowners rehabilitate or reconstruct their home. We have completed 57 homes, 7 are under construction, and 7 applications in process. HCD just recently allowed the grantees to increase loan amounts under the CalHome OOR program to $250,000 when reconstructing a residence.
Town of Paradise First-Time Homebuyer Program ($7 million) -- Helping to make home ownership more affordable. We have assisted 42 households to-date and have 11 applications in process.
CDBG-DR Multifamily Rental Housing Program ($55 million) -- Affordable rental housing. Seven (7) projects are eligible for funding; a total of 292 units. One project has leased up; four projects (146 units) are under construction; 43 units are scheduled to be completed this fall and another 12 units are scheduled to be completed end of 2024 or early 2025. The 2 remaining projects are awaiting tax credits.
CDBG (2024 Annual Allocation=$52,474; unspent funds=$90,410.48) – Our annual grant for fiscal year 2024 is only 52% of the previous year’s award. Awards are determined by weighing a community’s population, rate of poverty, and number of overcrowded units. The data HUD uses is years behind, so our allocation is only now reflecting our Camp Fire population loss. The Annual Plan for 2024 allocates funds to economic development. CV funds ($208,244 not included above) can assist households living in RVs with emergency rental assistance; applications available now; 1 application has been approved.
16 HOME Infill New Construction ($700,000) -- Create affordable housing for first-time homebuyers.
Grant has been awarded but still waiting for Standard Agreement from HCD.
Permanent Local Housing Allocation (PLHA) ($399,166) – Allocates matching funds to North Valley Housing Trust to administer for affordable housing projects. A predevelopment loan of $400,000 has been made ($200,000 of PLHA funds) and $75,000 ($75,000 of PLHA funds) was loaned to build a small, single-family home.
Financial Impact:
None.
17 TOWN COUNCIL
Meeting Minutes
6:00 PM – July 09, 2024
1. OPENING
The Regular meeting of the Paradise Town Council was called to order by Mayor Lassonde at 6:00 p.m. in the Town Council Chamber located at 5555 Skyway, Paradise, California who led the Pledge of Allegiance to the Flag of the United States of America.
An invocation was offered by Vice Mayor Bolin.
COUNCIL MEMBERS PRESENT: Greg Bolin, Steve Crowder, Steve “Woody” Culleton, Rose Tryon and Ronald Lassonde, Mayor
COUNCIL MEMBERS ABSENT: None
STAFF PRESENT: Town Manager Jim Goodwin, Town Attorney Scott E. Huber, Deputy Town Clerk Melanie Elvis, Finance Director/Town Treasurer Aimee Beleu, Community Development Director Susan Hartman, Community Development Director Tony Lindsey, Recovery and Economic Development Director Colette Curtis, Public Works Director/Town Engineer Marc Mattox, Business and Housing Manager Kate Anderson, Information Systems Director Luis Marquez, Police Chief Eric Reinbold, and Fire Chief Garrett Needles.
1a. Camp Fire Recovery Updates - Written reports are included in the agenda packet. (110-60-061)
Colette Curtis, Recovery and Economic Development Director - Recovery Projects, Advocacy, Economic Recovery and Development,
Communications and Emergency Operations.
Marc Mattox, Public Works Director/Town Engineer - Infrastructure and Sewer Update.
Tony Lindsey, CDD-Building and Code Enforcement- Code Enforcement Update.
Kate Anderson, Business and Housing Manager- Business and Housing Update.
2. CONSENT CALENDAR
MOTION by Bolin, seconded by Crowder, approved consent calendar items 2a through 2d. Roll call vote was unanimous.
18 2a. Approved the Special and Regular Meeting Minutes of the June 11, 2024 Town Council meetings, and the Special Meeting Minutes of the June 18, 2024 Town Council meeting.
2b. Approved June Cash Disbursements in the amount $6,613,529.11. (310-10-015)
2c. Adopted Resolution No. 2024-46 “A Resolution of the Town Council of the Town of Paradise accepting the work performed under the Station 82 Roof Replacement Project Contract No. 9435.CON, performed by Four Seasons Roofing.” (440-65-023, 510-20-425)
2d. 1. Adopted Resolution No. 2024-47, “A Resolution of the Town Council of the Town of Paradise certifying to the County of Butte the validity of the legal process used to place direct charges (special assessments) on the secured tax roll”; and, 2. Authorized the Town Manager and Finance Director to approve direct charge (special assessment) changes; and, 3.
Authorized the Town Manager and Finance Director to execute the governing authority certification related to the direct assessments on the property tax roll. (550-40-051, 510-20-107, 540-10-020)
3. ITEMS REMOVED FROM CONSENT CALENDAR - None
4. PUBLIC COMMUNICATION
1. James Clarkson asked that Council create a townwide calendar for community events.
5. PUBLIC HEARING - None
6. COUNCIL CONSIDERATION
6a. Finance Director/Town Treasurer presented an overview of the proposed Fiscal Year 2024/2025 Operating Budget and resolutions.
MOTION by Culleton, seconded by Crowder, adopted Resolutions No. 2024-48 through 2024-53. Roll call vote was unanimous.
1. Adopted Resolution No. 2024-48 “A Resolution of the Town Council of the Town of Paradise Adopting the Final Budget for the Town of Paradise Including all Attachments, Appendices, and other related Documents for the 2024-2025 Fiscal Year ending June 30, 2025.” (340-10-017)
2. Adopted Resolution No. 2024-49, “A Resolution of the Town Council of the Town of Paradise Approving and Adopting the Annual Appropriation Limit for Fiscal Year 2024-2025.” (340-10-017)
3. Adopted Resolution No. 2024-50, “A Resolution of the Town Council of the Town of Paradise Amending the General Fund Reserves for Fiscal Year 2024-2025.” (340-10-017)
19 4. Adopted Resolution No. 2024-51, “A Resolution of the Town Council of the Town of Paradise approving and Adopting the Town of Paradise Capital Improvement Plan (CIP) and Disaster Recovery Plan for the 2024-2025 Fiscal Year.” (340-10-017, 950-40-034)
5. Adopted Resolution No. 2024-52, “A Resolution of the Town Council of the Town of Paradise Approving the New Job Classification Descriptions.” (340-10-017, 610-10-020, 610-10-015)
6. Adopted Resolution No. 2024-53, “A Resolution of the Town Council of the Town of Paradise, California adopting the amended Salary Pay Plan for Town of Paradise Employees for the Fiscal Year 2024-2025.” (340-10-017, 610-10-020, 610-10-018)
6b. Community Development Director Susan Hartman presented the current design standards relating to electronic changeable message signs and provided examples of limited-use regulations if allowed in additional zones for consideration.
1. Aubry Pruis spoke in favor of expanding the use of electronic changeable message signs but regulating the size to be much smaller than what is currently allowed in the Community Facility (CF) and Community Service (CS) design standards.
Council provided staff with direction to 1. Bring back a draft ordinance amending Title 17 to allow electronic changeable message signs in the Community Commercial (CC) and Industrial Services (IS) Zones with narrowed design regulations; and 2. Directed staff to explore the possibility of a use permit to allow Ace Hardware a more expanded use of their electronic changeable message sign beyond the current standard regulations stipulated by current zoning and design standards to temperature, time and date.
6c. Community Development Director Tony Linsdey provided an overview of proposed Ordinance No. 637 relating to nuisance abatement procedures.
1. Cathy Woody spoke in favor of this item; said she thinks there should be more than 30’ of clearance around larger lots; and that neighboring lots are responsible for why she can’t obtain insurance.
2. Jon Remalia spoke in favor of this item and said he thought consequences should be based on lot size.
3. Heidi Lange spoke in favor of this item and asked if the 30’ barrier for larger lots was acceptable to insurance companies.
4. Jody Jones spoke in favor of this item.
20 5. Raymond Klien said the Town needed to condemn the overgrown properties for blight.
6. Kelly Konselmen spoke in favor of this item; said neighboring lots hinder development and that hazardous trees should be as much a concern as overgrown properties.
7. Aubry Pruis said that the rights of compliant property owners were in jeopardy by derelict owners.
8. Ron Jones spoke in favor of this item and shared that the Butte County Fire Safe Council has money to help remove hazardous trees.
9. Pat Zinn spoke in favor of this item.
10. Pamela Mosely said that there is a disconnect in allowing people to keep their properties at dangerous levels. She said she lost her house in the Camp Fire and that she has almost lost her business and her new home from fires started by people who were irresponsibly trimming weeds.
11.Dustin Carry said he used a skip-trace to fine property owners who have current violations on their properties. He said he started a text campaign to help, but was asked by the Town to stop.
Town Attorney Scott E. Huber clarified that he was never asked to stop messaging but to put “LLC” after his business name to clarify it was not affiliated with the Town.
12.Steven Murray spoke in favor of implementing a better program.
MOTION by Culleton, seconded by Crowder 1. Waived the first reading of Town Ordinance No. 637 and read by title only; and, 2. Introduced Town Ordinance No. 637 “An ordinance of the Town Council of the Town of Paradise modifying and amending chapter 8.04 of the Paradise Municipal Code related to nuisance abatement procedures” with a correction to remove the word “residential” in Section 2. Roll call vote was unanimous. (540-16-206)
6d. Public Works Director/Town Engineer Marc Mattox provided an overview of the options presented by PG&E relating to necessary utility work along Skyway and Pentz Road in 2025 for public impacts relating to traffic control and time of work.
1. Aubry Pruis said he has seen roads which have been paved, trenched and repaved and stated that he thought it was a waste of resources. 21 MOTION by Bolin, seconded by Tryon, concurred with staff’s recommendation to direct PG&E to pursue Option 2: concurrent nighttime work along Skyway with soft closures and daytime work along Pentz with soft closures, including securing a Noise Variance in compliance with Paradise Municipal Code. Roll call vote was unanimous. (950-90-004) 6e. Public Works Director/Town Engineer Marc Mattox provided an overview of proposed resolution to award Contract No. 9433.CON for the Animal Shelter Expansion Project to Modern Building, Inc.
1. Earl Adams wanted to know where he could make a donation to PASH to support the expansion project.
MOTION by Bolin, seconded by Tryon adopted Resolution No. 2024-54, “A Resolution of the Town Council of the Town of Paradise Awarding Contract No. 9433.CON for the Animal Shelter Expansion Project to the Lowest Responsible and Responsive Bidder in the Amount of their Base Bid and any Additive Bids Chosen by the Town.” Roll call vote was unanimous. (410-50-002, 510-20-440)
6f. Recovery and Economic Development Director Colette Curtis presented a review of the current business license program.
1. Monica Nolan spoke in favor of this item.
2. Raymond Klien spoke in favor of this item.
All Council concurred and directed staff to implement and enforce the regulations, as written, in the Paradise Municipal Code. (395-40-010) 6g. Recovery and Economic Development Director Colette Curtis presented the request to issue an RFP to identify the healthcare gaps and needs in the community.
MOTION by Crowder, seconded by Lassonde authorized Town staff to issue a Request for Proposals (RFP) for qualified consultant firms to complete a Strategic Healthcare Recovery Plan for the Town of Paradise Service Area. Roll call vote was unanimous. (460-10-002) 6h. Dan Erkheart from Pioneer Community Energy presented an overview of the proposed Impact Assessment Study.
1. Raymond Kelin spoke in favor of this item.
2. Aubry Pruis spoke in favor of this item.
3. Ron Jones spoke in opposition of the Town having to pay for the study.
MOTION by Bolin, seconded by Tryon, authorized the Town Manager to jointly commission an Impact Assessment Study to determine the financial feasibility and timing of the Town joining Pioneer Community Energy’s Joint 22 Exercise of Powers Agreement (JPA) in conjunction with Butte County with a not-to-exceed amount of $3750. AYES: Bolin, Tryon and Lassonde (430-20-007)
7. COUNCIL INITIATED ITEMS AND REPORTS
7a. Council initiated agenda items – None
7b. Council reports on committee representation:
Council Member Culleton attended the monthly Solid Waste Committee meeting and attended several ribbon cuttings.
7c. Future Agenda Items - None
8. STAFF COMMUNICATION
8a. Town Manager Report – None
8b. Community Development Director Susan Hartman provided a report on the Community Development Department’s current projects.
9. CLOSED SESSION - None
10. ADJOURNMENT
Mayor Lassonde adjourned the meeting at 9:31 p.m.
Date approved:
By: Attest:
___________________________ _________________________
Ronald Lassonde, Mayor Melanie Elvis, Deputy Town Clerk 23 MINUTES
PARADISE TOWN COUNCIL
SPECIAL MEETING – 10:30 PM – July 23, 2024
1. OPENING
The Special meeting of the Paradise Town Council was called to order by Mayor Lassonde at 10:30 a.m. in the Council Chambers located at 5555 Skyway, Paradise, California who led the Pledge of Allegiance to the Flag of the United States of America.
COUNCIL MEMBERS PRESENT: Greg Bolin, Steve Crowder, Steve “Woody” Culleton, and Ronald Lassonde Mayor.
Council Member Rose Tryon arrived at 10:32 a.m.
COUNCIL MEMBERS ABSENT: None
STAFF PRESENT: Town Manager Jim Goodwin, Deputy Town Clerk Melanie Elvis, and Administrative Assistant Jacquelyn Blancett.
At 10:31 a.m. Mayor Lassonde announced that the Town Council would adjourn to Closed Session for the following item:
2. CLOSED SESSION
2a. Pursuant to Government Code Section 54957, the Town Council will hold a closed session discussion relating to a performance evaluation of the Town Manager.
After reconvening from Closed Session Mayor Lassonde announced no reportable action was taken.
3. ADJOURNMENT
Mayor Lassonde adjourned the Council meeting at 11:18 a.m.
Date approved:
By: Attest:
__________________________ __________________________
Ronald Lassonde, Mayor Melanie Elvis, Deputy Town Clerk 24 TOWN OF PARADISE
CASH DISBURSEMENTS REPORT
FOR THE PERIOD OF
July 1, 2024 - July 31, 2024
25 CASH DISBURSEMENTS REPORT
July 1, 2024 - July 31, 2024
Check Date Pay Period End Description Amount Total
7/5/2024 6/30/2024 Net Payroll - Direct Deposits and Checks $ 253,487.77 7/19/2024 7/14/2024 Net Payroll - Direct Deposits and Checks $ 260,147.86 $ 513,635.63
Accounts Payable
Payroll Vendors: Taxes, PERS, Dues, Insurance, Etc. 2,883,252.14 Operations Vendors: Supplies, Contracts, Utilities, Etc. $ 5,226,820.79 TOTAL CASH DISBURSEMENTS ACCOUNTS PAYABLE 8,110,072.93
GRAND TOTAL CASH DISBURSEMENTS $ 8,623,708.56
APPROVED BY:
Aimee Beleu - Finance Director/Town Treasurer
APPROVED BY:
Jim Goodwin - Town Manager
26 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
AP TCB - General Checking
Check
86905 07/08/2024 Open Accounts Payable ICMA 457 - MissionSquare $2,060.28 86906 07/08/2024 Open Accounts Payable STATE DISBURSEMENT UNIT $656.29 86943 07/11/2024 Open Accounts Payable 4LEAF, Inc $7,636.00 86944 07/11/2024 Open Accounts Payable ABILITY USA $276.00 86945 07/11/2024 Open Accounts Payable Adams Ashby Group, Inc. $36,736.40 86946 07/11/2024 Open Accounts Payable Adobe, Inc. $45.58 86947 07/11/2024 Open Accounts Payable ADVANCED DOCUMENT
CONCEPTS
$249.94
86948 07/11/2024 Open Accounts Payable ALLIANT INSURANCE $36,029.00 86949 07/11/2024 Open Accounts Payable Amazon Capital Services $4,225.44 86950 07/11/2024 Open Accounts Payable Angelo, Kilday & Kilduff, LLP $150.00 86951 07/11/2024 Open Accounts Payable ANIMAL HOSPITAL/VETMOBILE $718.00 86952 07/11/2024 Open Accounts Payable AT&T & CALNET3 - CIRCUIT LINES $102.91 86953 07/11/2024 Open Accounts Payable AT&T/CALNET3 - REPEATER LINES $197.05 86954 07/11/2024 Open Accounts Payable AT&T/CALNET3 - COMMUNITY PARK
$27.56
86955 07/11/2024 Open Accounts Payable AT&T/CALNET3 - Summary $28.03 86956 07/11/2024 Open Accounts Payable AT&T/CALNET3 - Summary $3,408.21 86957 07/11/2024 Open Accounts Payable AT&T/CALNET3 - TH/FDPD FIBER LINES
$1,057.74
86958 07/11/2024 Open Accounts Payable Baker Tilly US, LLP $11,081.25 86959 07/11/2024 Open Accounts Payable BATTERIES PLUS $15,336.23 86960 07/11/2024 Open Accounts Payable Bear Electrical Systems, Inc $5,311.00 86961 07/11/2024 Open Accounts Payable Big O Tires $512.13 86962 07/11/2024 Open Accounts Payable Blue Flamingo Marketing Advocates $4,276.35 86963 07/11/2024 Open Accounts Payable Brush Masters $3,900.00 86964 07/11/2024 Open Accounts Payable Bug Smart $83.00 86965 07/11/2024 Open Accounts Payable BUTTE REGIONAL TRANSIT $146.75 86966 07/11/2024 Open Accounts Payable Calif Dept of Tax and Fee Administration
$594.44
86967 07/11/2024 Open Accounts Payable CALIFORNIA BUILDING
STANDARDS COMMISSION
$1,100.70
86968 07/11/2024 Open Accounts Payable CALIFORNIA STATE DEPARTMENT
OF CONSERVATION
$3,895.27
86969 07/11/2024 Open Accounts Payable CALIFORNIA STATE DEPARTMENT
OF JUSTICE
$772.00
86970 07/11/2024 Open Accounts Payable Caltronics Business Systems/J.J. R Ent Inc
$1,418.77
86971 07/11/2024 Open Accounts Payable CivicPlus, LLC $4,523.60 86978 07/11/2024 Open Accounts Payable COMCAST CABLE $166.63 86979 07/11/2024 Open Accounts Payable CSG Consultants, Inc. $6,200.00 86980 07/11/2024 Open Accounts Payable Cursor Control Inc. $1,500.00 86981 07/11/2024 Open Accounts Payable Dokken Engineering, Inc. $124,081.46 86982 07/11/2024 Open Accounts Payable Down Range Indoor Training Center $470.74 86983 07/11/2024 Open Accounts Payable DURHAM PENTZ TRUCK CENTER $118.72 86984 07/11/2024 Open Accounts Payable Eagle Security Systems $265.00 86985 07/11/2024 Open Accounts Payable FOUR SEASONS ROOFING $35,233.60 86986 07/11/2024 Open Accounts Payable FP/FRANCOTYP-POSTALIA
MAILING SOLUTIONS
$135.00
user: Jack Gates Pages: 1 of 7 Thursday, August 1, 2024 Payment Register
TOWN OF PARADISE
From Payment Date: 7/1/2024 - To Payment Date: 7/31/2024 27 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
86987 07/11/2024 Open Accounts Payable Golden State Emergency Vehicle Service, Inc.
$299.22
86988 07/11/2024 Open Accounts Payable GREAT AMERICA LEASING CORP. $145.47 86989 07/11/2024 Open Accounts Payable GREEN RIDGE LANDSCAPING $5,296.00 86990 07/11/2024 Open Accounts Payable Hawkins Delafield & Wood LLP $10,875.00 86991 07/11/2024 Open Accounts Payable HINDERLITER, DE LLAMAS & ASSOCIATES INC.
$600.00
86992 07/11/2024 Open Accounts Payable Hope Crisis Response Network, Inc $19,176.00 86994 07/11/2024 Open Accounts Payable I.M.P.A.C. PAYMENTS IMPAC GOV
SVCS/US BANCORP
$7,064.34
86995 07/11/2024 Open Accounts Payable INTERSTATE OIL COMPANY $116.64 86996 07/11/2024 Open Accounts Payable INTERSTATE SALES $1,884.01 86997 07/11/2024 Open Accounts Payable Jacobs Engineering Group Inc. $12,682.39 86998 07/11/2024 Open Accounts Payable Jennifer Arbuckle $2,812.50 86999 07/11/2024 Open Accounts Payable L.N. CURTIS & SONS $4,143.42 87000 07/11/2024 Open Accounts Payable LACO Associates $24,000.00 87001 07/11/2024 Open Accounts Payable LOCATE PLUS CORPORATION $35.00 87002 07/11/2024 Open Accounts Payable Matrix Consulting Group, LTD $5,100.00 87003 07/11/2024 Open Accounts Payable Meyers Police K-9 Training, LLC $1,050.00 87004 07/11/2024 Open Accounts Payable Mountain Cascade, Inc. $289,325.68 87005 07/11/2024 Open Accounts Payable Mt Shasta Spring Water Co., Inc $502.68 87006 07/11/2024 Open Accounts Payable MUNIMETRIX SYSTEMS CORP $39.99 87007 07/11/2024 Open Accounts Payable NAPA Auto Parts $1,002.37 87008 07/11/2024 Open Accounts Payable NCCSIF TREASURER $479,154.00 87009 07/11/2024 Open Accounts Payable NCCSIF TREASURER $49,410.75 87010 07/11/2024 Open Accounts Payable NCCSIF TREASURER $49,410.75 87011 07/11/2024 Open Accounts Payable NCCSIF TREASURER $49,411.75 87012 07/11/2024 Open Accounts Payable NCCSIF TREASURER $49,410.75 87013 07/11/2024 Open Accounts Payable NetFile, Inc. $3,750.00 87014 07/11/2024 Open Accounts Payable Nichols-Melburg + Rossetto, AIA + Associates Inc
$7,066.30
87015 07/11/2024 Open Accounts Payable North State Tire Co. Inc. $387.09 87016 07/11/2024 Open Accounts Payable NORTHERN RECYCLING & WASTE SERVICES, INC.
$4,013.13
87017 07/11/2024 Open Accounts Payable NORTHGATE PETROLEUM CO $9,229.06 87018 07/11/2024 Open Accounts Payable NV5, Inc. $2,854.15 87019 07/11/2024 Open Accounts Payable NV5, Inc. $42,951.83 87020 07/11/2024 Open Accounts Payable O'REILLY AUTO PARTS $1,567.17 87021 07/11/2024 Open Accounts Payable Oakley, Matthew, Matthew, Oakley $75.00 87022 07/11/2024 Open Accounts Payable OFFICE DEPOT ACCT#36233169 $717.74 87023 07/11/2024 Open Accounts Payable Oroville Tow & Salvage $200.00 87024 07/11/2024 Open Accounts Payable Pace Analytical Services, LLC $4,804.30 87025 07/11/2024 Open Accounts Payable PACIFIC GAS & ELECTRIC $1,101.07 87026 07/11/2024 Open Accounts Payable Parks, Lorissa $300.00 87027 07/11/2024 Open Accounts Payable Peters, Habib, McKenna, JuhlRhodes & Cardoza, LLP$118.00 87028 07/11/2024 Open Accounts Payable Ridge Builders LLC $13,950.00 87029 07/11/2024 Open Accounts Payable RRA Builders $2,476.98 87030 07/11/2024 Open Accounts Payable Selectron Technologies, Inc. $38,900.00 87031 07/11/2024 Open Accounts Payable Sigler Pest Control $350.00 user: Jack Gates Pages: 2 of 7 Thursday, August 1, 2024 Payment Register
TOWN OF PARADISE
From Payment Date: 7/1/2024 - To Payment Date: 7/31/2024 28 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
87032 07/11/2024 Open Accounts Payable SONSRAY MACHINERY LLC $104.19 87033 07/11/2024 Open Accounts Payable Speedo Check $1,116.00 87034 07/11/2024 Open Accounts Payable Spherion Staffing $17,827.35 87035 07/11/2024 Open Accounts Payable Stratti $16,669.55 87036 07/11/2024 Open Accounts Payable T MOBILE USA, INC. $1,734.25 87037 07/11/2024 Open Accounts Payable Tahoe Pure Water Co. $165.23 87038 07/11/2024 Open Accounts Payable The Ferguson Group $5,293.67 87039 07/11/2024 Open Accounts Payable THOMAS ACE HARDWARE $143.58 87040 07/11/2024 Open Accounts Payable THOMAS ACE HARDWARE - ENG.
DEPT.
$347.09
87041 07/11/2024 Open Accounts Payable THOMAS ACE HARDWARE -
MOTORPOOL
$3.28
87042 07/11/2024 Open Accounts Payable THOMAS HYDRAULIC & HARDWARE SUPPLY, INC.
$423.17
87043 07/11/2024 Open Accounts Payable Top Notch Commercial Cleaning Inc. $3,600.00 87044 07/11/2024 Open Accounts Payable TYLER TECHNOLOGIES, INC. $1,365.00 87045 07/11/2024 Open Accounts Payable Utility Associates, Inc. $99.00 87046 07/11/2024 Open Accounts Payable VERIZON WIRELESS $249.46 87047 07/11/2024 Open Accounts Payable VistaNet Inc. $2,600.00 87048 07/11/2024 Open Accounts Payable Williams Scotsman, Inc. (Mobile Mini) $475.93 87049 07/11/2024 Open Accounts Payable WITTMEIER AUTO CENTER $53.84 87050 07/11/2024 Open Accounts Payable Cole Huber LLP $74,809.68 87051 07/18/2024 Open Accounts Payable ICMA 457 - MissionSquare $2,060.28 87052 07/18/2024 Open Accounts Payable STATE DISBURSEMENT UNIT $656.29 87053 07/24/2024 Open Miscellaneous Billing
Refund
Sengkhom Dokbouakham & Serrano
Martin Villegas
$100.00
87054 07/24/2024 Open Miscellaneous Billing
Refund
Sengkhom Dokbouakham & Serrano
Martin Villegas
$100.00
87055 07/25/2024 Open Accounts Payable 4LEAF, Inc $4,980.00 87056 07/25/2024 Open Accounts Payable ACCESS INFORMATION
PROTECTED
$280.28
87057 07/25/2024 Open Accounts Payable ACI ENTERPRISES, INC. $2,631.72 87058 07/25/2024 Open Accounts Payable Adobe, Inc. $6,837.00 87059 07/25/2024 Open Accounts Payable Akin, David $420.00 87060 07/25/2024 Open Accounts Payable Amazon Capital Services $428.85 87061 07/25/2024 Open Accounts Payable AT&T & CALNET3 - CIRCUIT LINES $764.08 87062 07/25/2024 Open Accounts Payable AT&T MOBILITY $123.05 87063 07/25/2024 Open Accounts Payable Bidwell Truck & Auto $4,797.29 87064 07/25/2024 Open Accounts Payable BINTF $12,500.00 87065 07/25/2024 Open Accounts Payable Biometrics4ALL, Inc $14.25 87066 07/25/2024 Open Accounts Payable Bug Smart $83.00 87067 07/25/2024 Open Accounts Payable Bureau Veritas North America, Inc $11,880.00 87068 07/25/2024 Open Accounts Payable BUTTE CO SHERIFF'S OFFICE $68,089.56 87069 07/25/2024 Open Accounts Payable CALIFORNIA POLICE CHIEFS
ASSOCIATION
$617.00
87070 07/25/2024 Open Accounts Payable CALIFORNIA STATE DEPARTMENT
OF JUSTICE
$499.00
87071 07/25/2024 Open Accounts Payable Chico State Enterprises $9,505.80 87072 07/25/2024 Open Accounts Payable Cole Huber LLP $4,434.00 87073 07/25/2024 Open Accounts Payable COMCAST CABLE $424.63 87074 07/25/2024 Open Accounts Payable COMCAST CABLE $399.63 user: Jack Gates Pages: 3 of 7 Thursday, August 1, 2024 Payment Register
TOWN OF PARADISE
From Payment Date: 7/1/2024 - To Payment Date: 7/31/2024 29 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
87075 07/25/2024 Open Accounts Payable Crossfire Tree & Vegetation Services $2,120.00 87076 07/25/2024 Open Accounts Payable CSG Consultants, Inc. $1,040.00 87077 07/25/2024 Open Accounts Payable DATCO SERVICES CORPORATION $328.50 87078 07/25/2024 Open Accounts Payable DELL SMALL BUSINESS $13,372.31 87079 07/25/2024 Open Accounts Payable DingXin Cheng $1,750.00 87080 07/25/2024 Open Accounts Payable Down Range Indoor Training Center $145.54 87081 07/25/2024 Open Accounts Payable ENLOE MEDICAL CENTER, INC. $720.00 87082 07/25/2024 Open Accounts Payable Entersect $109.95 87083 07/25/2024 Open Accounts Payable FOOTHILL MILL & LUMBER $214.50 87084 07/25/2024 Open Accounts Payable FOUR SEASONS ROOFING $1,854.40 87085 07/25/2024 Open Accounts Payable GOLD NUGGET MUSEUM $12,160.93 87086 07/25/2024 Open Accounts Payable GOVERNOR'S OFFICE OF
EMERGENCY SERVICES
$238.75
87087 07/25/2024 Open Accounts Payable GREAT AMERICA LEASING CORP. $156.25 87088 07/25/2024 Open Accounts Payable GREEN RIDGE LANDSCAPING $7,711.14 87089 07/25/2024 Open Accounts Payable Guardian Public Safety Background Investigations
$1,650.00
87090 07/25/2024 Open Accounts Payable HDR Engineering, Inc $164,084.83 87091 07/25/2024 Open Accounts Payable Houdek, Michael $120.47 87092 07/25/2024 Open Accounts Payable I.M.P.A.C. PAYMENTS IMPAC GOV
SVCS/US BANCORP
$11,023.11
87093 07/25/2024 Open Accounts Payable Ilse Arellano $1,300.00 87094 07/25/2024 Open Accounts Payable INTERSTATE OIL COMPANY $978.17 87095 07/25/2024 Open Accounts Payable INTERSTATE SALES $184.39 87096 07/25/2024 Open Accounts Payable JOHNNY ON THE SPOT
PORTABLES
$186.65
87097 07/25/2024 Open Accounts Payable Kelly's Appraisal Service , Scott, Kelly $500.00 87098 07/25/2024 Open Accounts Payable KOEFRAN INDUSTRIES $1,200.00 87099 07/25/2024 Open Accounts Payable Law Office of Gregory P. Einhorn $880.00 87100 07/25/2024 Open Accounts Payable LIEBERT CASSIDY WHITMORE $4,680.00 87101 07/25/2024 Open Accounts Payable LIFE ASSIST INC $747.10 87102 07/25/2024 Open Accounts Payable Look Ahead Veterinary Services $391.03 87103 07/25/2024 Open Accounts Payable Mercy Housing California 113, L.P. $1,269,790.28 87104 07/25/2024 Open Accounts Payable MID VALLEY TITLE & ESCROW $100,000.00 87105 07/25/2024 Open Accounts Payable MID VALLEY TITLE & ESCROW $100,000.00 87106 07/25/2024 Open Accounts Payable MID VALLEY TITLE & ESCROW $100,000.00 87107 07/25/2024 Open Accounts Payable Morgan Ridge Construction, Inc. $27,596.00 87108 07/25/2024 Open Accounts Payable Mountain Cascade, Inc. $586,753.87 87109 07/25/2024 Open Accounts Payable NAPA Auto Parts $155.09 87110 07/25/2024 Open Accounts Payable Nichols-Melburg + Rossetto, AIA + Associates Inc
$6,811.44
87111 07/25/2024 Open Accounts Payable North State Tire Co. Inc. $1,244.51 87112 07/25/2024 Open Accounts Payable Northern California Glove & Safety $672.98 87113 07/25/2024 Open Accounts Payable O'REILLY AUTO PARTS $817.43 87114 07/25/2024 Open Accounts Payable OFFICE DEPOT ACCT#36233169 $147.65 87115 07/25/2024 Open Accounts Payable OROVILLE FORD $474.02 87116 07/25/2024 Open Accounts Payable Oroville Tow & Salvage $100.00 87117 07/25/2024 Open Accounts Payable Owen Equipment Sales $767.48 87118 07/25/2024 Open Accounts Payable PACIFIC GAS & ELECTRIC $24,429.24 87119 07/25/2024 Open Accounts Payable PageFreezer Software Inc $6,283.68 user: Jack Gates Pages: 4 of 7 Thursday, August 1, 2024 Payment Register
TOWN OF PARADISE
From Payment Date: 7/1/2024 - To Payment Date: 7/31/2024 30 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
87120 07/25/2024 Open Accounts Payable Pamela Elkhechen $225.00 87121 07/25/2024 Open Accounts Payable PARADISE ART CENTER $9,769.51 87122 07/25/2024 Open Accounts Payable PARADISE PERFORMING ARTS CENTER
$10,867.76
87123 07/25/2024 Open Accounts Payable PARADISE POST $101.24 87124 07/25/2024 Open Accounts Payable PARADISE RIDGE CHAMBER OF
COMMERCE
$45,000.00
87125 07/25/2024 Open Accounts Payable Paradise Senior Associates, Limited Partnership
$311,580.42
87126 07/25/2024 Open Accounts Payable Paradise Symphony Society, Inc. $6,916.89 87127 07/25/2024 Open Accounts Payable PETERSON TRACTOR CO $6,059.95 87128 07/25/2024 Open Accounts Payable PORAC LAW ENFORCEMENT $2,360.00 87129 07/25/2024 Open Accounts Payable Ridge Builders LLC $36,094.00 87130 07/25/2024 Open Accounts Payable Shelby's Pest Control, Inc. $110.00 87131 07/25/2024 Open Accounts Payable T and S DVBE Inc. $6,552.28 87132 07/25/2024 Open Accounts Payable THEATRE ON THE RIDGE $15,284.90 87133 07/25/2024 Open Accounts Payable THOMAS ACE HARDWARE $37.70 87134 07/25/2024 Open Accounts Payable THOMAS ACE HARDWARE - ENG.
DEPT.
$318.73
87135 07/25/2024 Open Accounts Payable THOMAS ACE HARDWARE - FIRE DEPT.
$43.78
87136 07/25/2024 Open Accounts Payable THOMAS ACE HARDWARE -
MOTORPOOL
$9.69
87137 07/25/2024 Open Accounts Payable THRIFTY ROOTER $334.71 87138 07/25/2024 Open Accounts Payable Top Notch Commercial Cleaning Inc. $2,400.00 87139 07/25/2024 Open Accounts Payable TRUEPOINT SOLUTIONS, LLC $1,155.00 87140 07/25/2024 Open Accounts Payable TUCKER PEST CONTROL INC $95.00 87141 07/25/2024 Open Accounts Payable ULINE $86.76
87142 07/25/2024 Open Accounts Payable Urban Design Associates. LTD $6,094.00 87143 07/25/2024 Open Accounts Payable Utility Associates, Inc. $33.00 87144 07/25/2024 Open Accounts Payable VALLEY OAK VETERINARY CENTER
$831.23
87145 07/25/2024 Open Accounts Payable VERIZON WIRELESS $570.15 87146 07/25/2024 Open Accounts Payable VERIZON WIRELESS $1,366.48 87147 07/25/2024 Open Accounts Payable Voiance Language Services, LLC $11.04 87148 07/25/2024 Open Accounts Payable WITTMEIER AUTO CENTER $1,163.44 87149 07/30/2024 Open Accounts Payable Aflac $57.98
87150 07/30/2024 Open Accounts Payable Met Life $12,913.46 87151 07/30/2024 Open Accounts Payable OPERATING ENGINEERS $1,088.00 87152 07/30/2024 Open Accounts Payable PARADISE POLICE OFFICERS
ASSOCIATION
$2,302.46
87153 07/30/2024 Open Accounts Payable SUN LIFE INSURANCE $9,675.16 87154 07/30/2024 Open Accounts Payable SUPERIOR VISION SVC INC $928.00 87155 07/30/2024 Open Accounts Payable TOP CONFIDENTIAL MID MGMT
ASSOCIATION
$50.00
Type Check Totals: 208 Transactions $4,720,572.99
EFT
30 07/08/2024 Open Accounts Payable CALPERS - RETIREMENT $63,389.01 31 07/08/2024 Open Accounts Payable EMPLOYMENT DEVELOPMENT
DEPARTMENT
$12,542.96
32 07/08/2024 Open Accounts Payable ING LIFE INS & ANNUITY COMPANY $10,178.12 user: Jack Gates Pages: 5 of 7 Thursday, August 1, 2024 Payment Register
TOWN OF PARADISE
From Payment Date: 7/1/2024 - To Payment Date: 7/31/2024 31 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
33 07/08/2024 Open Accounts Payable INTERNAL REVENUE SERVICE $41,357.99 34 07/18/2024 Open Accounts Payable CALPERS - RETIREMENT $65,778.91 35 07/18/2024 Open Accounts Payable EMPLOYMENT DEVELOPMENT
DEPARTMENT
$13,133.57
36 07/18/2024 Open Accounts Payable ING LIFE INS & ANNUITY COMPANY $10,190.76 37 07/18/2024 Open Accounts Payable INTERNAL REVENUE SERVICE $42,752.16 38 07/22/2024 Open Accounts Payable CALPERS - RETIREMENT $2,433,653.00 39 07/23/2024 Open Accounts Payable CALPERS $157,827.46 Type EFT Totals: 10 Transactions $2,850,803.94
AP TCB - General Checking Totals
Checks Status Count Transaction Amount Reconciled Amount Open 208 $4,720,572.99 $0.00
Reconciled 0 $0.00 $0.00
Stopped 0 $0.00 $0.00
Total 208 $4,720,572.99 $0.00
EFTs Status Count Transaction Amount Reconciled Amount
Open 10 $2,850,803.94 $0.00
Reconciled 0 $0.00 $0.00
Total 10 $2,850,803.94 $0.00
All Status Count Transaction Amount Reconciled Amount
Open 218 $7,571,376.93 $0.00
Reconciled 0 $0.00 $0.00
Stopped 0 $0.00 $0.00
Total 218 $7,571,376.93 $0.00
AP - US Bank TOP AP Checking
Check
85618 07/01/2024 Open Accounts Payable Town of Paradise $224,000.00 user: Jack Gates Pages: 6 of 7 Thursday, August 1, 2024 Payment Register
TOWN OF PARADISE
From Payment Date: 7/1/2024 - To Payment Date: 7/31/2024 32 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
85619 07/25/2024 Open Accounts Payable Town of Paradise $314,696.00 Type Check Totals: 2 Transactions $538,696.00
AP - US Bank TOP AP Checking Totals
Checks Status Count Transaction Amount Reconciled Amount Open 2 $538,696.00 $0.00
Reconciled 0 $0.00 $0.00
Stopped 0 $0.00 $0.00
Total 2 $538,696.00 $0.00
EFTs Status Count Transaction Amount Reconciled Amount
Open 0 $0.00 $0.00
Reconciled 0 $0.00 $0.00
Total 0 $0.00 $0.00
All Status Count Transaction Amount Reconciled Amount
Open 2 $538,696.00 $0.00
Reconciled 0 $0.00 $0.00
Stopped 0 $0.00 $0.00
Total 2 $538,696.00 $0.00
Grand Totals:
Checks Status Count Transaction Amount Reconciled Amount Open 210 $5,259,268.99 $0.00
Reconciled 0 $0.00 $0.00
Stopped 0 $0.00 $0.00
Total 210 $5,259,268.99 $0.00
EFTs Status Count Transaction Amount Reconciled Amount
Open 10 $2,850,803.94 $0.00
Reconciled 0 $0.00 $0.00
Total 10 $2,850,803.94 $0.00
All Status Count Transaction Amount Reconciled Amount
Open 220 $8,110,072.93 $0.00
Reconciled 0 $0.00 $0.00
Stopped 0 $0.00 $0.00
Total 220 $8,110,072.93 $0.00
user: Jack Gates Pages: 7 of 7 Thursday, August 1, 2024 Payment Register
TOWN OF PARADISE
From Payment Date: 7/1/2024 - To Payment Date: 7/31/2024 33 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 2(c)
ORIGINATED BY: Tony Lindsey, Community Development Director – Building & Code Enforcement
REVIEWED BY: Jim Goodwin, Town Manager
Scott Huber, Town Attorney
SUBJECT: Adoption of Ordinance No. 637
LONG-TERM
RECOVERY PLAN:
No
COUNCIL ACTION REQUESTED:
1. Waive second reading of the entire Town Ordinance No. 637 and approve reading by title only (roll call vote); and,
2. Adopt Town Ordinance No. 637 "An ordinance of the Town Council of the Town of Paradise modifying and amending chapter 8.04 of the Paradise Municipal Code related to nuisance abatement procedures."
Background:
On July 9, 2024 the Town Council introduced the above-noted Town ordinance for purposes of eventual adoption. If adopted, the proposed ordinance intends to amend Chapter 8.04 of the Paradise Municipal Code related to nuisance abatement procedures.
Analysis:
The new provisions to the municipal code are designed to provide an additional process to achieve higher compliance rates. This method supplements the existing abatement approaches described in the chapter and introduces alternative nuisance abatement procedures specifically designed to address non-compliant parcels more effectively. These additions are crafted to enhance the efficiency of managing non-compliance, allowing the council the discretion to employ these measures as needed. This flexibility ensures that the Town can respond appropriately to maintain and improve the health and safety of the Town's "Post Camp Fire" community.
It is important to keep in mind that adoption of this ordinance does not mandate any level of enforcement activity. The Weed Abatement Implementation Plan requested by the Town Council will provide those details. A draft of that plan will be discussed at this meeting and then brought back to Council on September 10 for adoption.
Town staff recommends the Town Council waive the second reading of this ordinance, read it by title only, and formally adopt Town Ordinance No. 637 [copy attached]. Once adopted, the provisions of this ordinance will be effective 30 days later.
Financial Impact:
There will be a nominal cost for publishing the ordinance in the local newspaper. 34 TOWN OF PARADISE
ORDINANCE NO. 637
AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PARADISE MODIFYING AND AMENDING CHAPTER 8.04 OF THE PARADISE MUNICIPAL
CODE RELATED TO NUISANCE ABATEMENT PROCEDURES
The Town Council of the Town of Paradise, State of California does hereby ORDAIN AS FOLLOWS:
SECTION 1. Findings. The Town Council finds and declares as follows:
a) Paradise Municipal Code Chapter 8.04 outlines procedures to abate public nuisances; and b) Those procedures, while successful, do not currently produce satisfactory compliance, in some circumstances, with fire safety regulations related to the elimination of significant weed and brush growth; and
c) The Council would like to implement an additional method of nuisance abatement, which has the potential to increase compliance on those properties that have received little attention since the Camp Fire; and
d) The administrative costs (staff time and expenses) related to nuisance abatement of fire hazards experienced by the town in the last year amount to $2,487 per hazardous property. The administrative costs increase proportionally for hazardous properties with larger amounts of hazardous material, ensuring a balanced approach that ensures compliant property owners/taxpayers do not subsidize the cost of the program. The Town intends to recover the reasonable administrative costs to abate each hazardous property as a nuisance abatement lien.
SECTION 2. Section 8.04.020.5 is added to the Paradise Municipal Code as follows:
8.04.020.5 – Infraction and Misdemeanor Violations
In addition to any procedure for the abatement of a public nuisance as outline in Chapter
8.04, any person owning, leasing, occupying or having charge or possession of any property and maintaining such property in a manner that constitutes a public nuisance may be cited as an infraction or a misdemeanor, as outlined in Chapter 1.08 of the Paradise Municipal Code.
SECTION 3. Section 8.04.135 is added to the Paradise Municipal Code as follows:
8.04.135.01 – Alternative Nuisance Abatement Method
The method of nuisance abatement outlined in Section 8.04.135 shall be in addition to the other methods outlined in this Chapter. The method described in Section 8.04.135 may be initiated or waived at any time at the direction of the Town Council.
8.04.135.03 – Superseding of California Fire Code.
To the extent that this Chapter contradicts the California Fire Code, Chapter 49, this Chapter shall control.
35 8.04.135.05 – Declaration of Public Nuisance by Council Resolution The Town Council may declare, by resolution in accordance with Sections 39561— 39700 of the Government Code, that a fire hazard exists, as described in Section 8.04.010 of this Chapter, which are, or may become, a hazard upon or in front of private property to the center line of adjoining roads in the Town, and that such hazard are public nuisances.Also, it is unlawful for any property owner in the Town to cause or permit any fire hazard, as described in Section 8.04.010 of this Chapter, to remain on any real property in the Town or on portions of roads adjoining such real property to the centerline of such roads. It shall be the duty of every such person to eliminate such fire hazards. The Town Council may also declare such property-specific fire hazards as seasonal and recurring nuisances.
8.04.135.07 – Notice to destroy or remove vegetative growth and/or refuse.
In the event the person or persons owning, occupying, renting, managing, or controlling any real property within the Town’s jurisdiction shall fail to prevent an unlawful public nuisance from existing, as defined in Section 8.04.010, it shall be the duty of the Fire Chief or authorized representatives to prepare a list for the Town Council to approve by resolution of all such properties that are subject to abatement pursuant to Chapter
8.04.135. The Town Council may direct the Town Clerk, in accordance with Section 39567.1 of the Government Code, to mail written notice of the proposed abatement to all persons owning property described in the resolution. The Town Clerk shall cause such written notice to be mailed to each person to whom such described property is assessed in the last equalized assessment roll available on the date the resolution was adopted by the Town Council. The address of the owner(s) shown on the assessment roll shall be conclusively deemed to be the proper address for the purpose of mailing such notice. Such notice shall be mailed at least 14 days prior to the time fixed for hearing objections by the Town Council.
8.04.135.10 – Form of notice.
The notice shall be substantially in the following form:
NOTICE TO DESTROY
VEGETATIVE GROWTH AND/OR REMOVE
REFUSE
Notice is hereby given on the day of , 20 , the Town
Council passed a resolution declaring that (insert the appropriate hazard: dry or dead shrubs, trees or other vegetation; combustible waste; etc.) constitute a fire hazard which must be abated by the (insert the appropriate phrase: cutting of dry or dead shrubs, trees or other vegetation; combustible waste; etc.) If the owner does not abate the hazard, it will be abated by the Town and the cost of the removal will be assessed upon the County property tax bill, and will constitute a lien upon such land until paid. A copy of said resolution is on file in the office of the Town Clerk. All property owners having any objections to the proposed removal of the hazard are hereby notified to attend a meeting of the Town Council of the Town of Paradise to be held , when their objections will be heard and given due consideration.
Dated this day of , 20 .
Fire Chief, or designee
Town of Paradise
8.04.135.15 – Hearing of objections.
At the time stated in the notices, the Council shall hear and consider all objections to the proposed removal of vegetative growth and/or refuse. At the conclusion of the hearing, the Council shall allow or overrule any objections. At that time, the Town acquires jurisdiction to proceed and perform the work of abatement. The decision of the Council is final.
36 8.04.135.17 – Order to abate nuisance.
If objections have not been made or after the Council has disposed of those objections made, the Council shall order the Fire Chief or designee to abate the nuisance(s). If the Council agrees with any objection related to a specific property, the Council may remove that property from the list approved by Resolution in Section 8.04.135.05
8.04.135.20 – Destruction and removal of fire hazard by Town.
In the event the person or persons owning, occupying, renting, managing, or controlling real property in the Town shall fail to remove or eliminate the fire hazard in accordance with provisions of this Chapter 8.04 within 10 calendar days after the hearing of objections and order to abate nuisance, it shall be the duty of the Fire Chief and his or her deputies, assistants, employees, contracting agent, or other representatives to remove or eliminate such fire hazard, and they are expressly authorized to enter upon private property for such purpose. It is unlawful for any person to interfere, hinder, or refuse to allow them to enter upon private property for the purpose(s) to remove or eliminate fire hazards in accordance with the provisions of this part. Any person owning, occupying, renting, managing, leasing, or controlling real property in the Town shall have the right to remove or eliminate fire hazards, or have the same removed or eliminated at his or her own expense, at any time prior to the arrival of the Fire Chief or his or her authorized representatives for such purpose(s).
8.04.135.23 – Account and report of cost of abatement.
The Fire Chief or authorized representatives shall keep an account of the cost of abatement for each separate lot or parcel of land. He or she shall submit such itemized written report, showing such cost, to the Council for confirmation. Such report shall refer to each separate lot or parcel of land by description sufficiently reasonable to identify the same, together with the expense proposed to be assessed against it, which shall include charges sufficient to pay for the administrative costs of the program, including but not limited to attorneys’ fees and costs. The Council finds and determines that the reasonable administrative expenses shall equal $2,487 per property, or 67% of the total cost of abatement, whichever is greater.
8.04.135.25 – Notice of report and hearing.
The Town Clerk shall make available a copy of such report and assessment list at his or her office together with the notice of the filing thereof and of the time and place when and where it will be submitted to the Council for hearing and confirmation. The copy shall be available for at least five calendar days prior to the submission to the Council.
8.04.135.27 – Hearing of report: Modification: Confirmation of report.
At the time and place fixed for receiving and considering the report, the Council shall hear the same, together with any protests or objections of the property owners liable to be assessed for the abatement. Upon the conclusion of such hearing, the Council shall then confirm the report by motion and the amount thereof shall constitute a nuisance abatement lien on the property assessed until paid. The confirmation of the assessment by the Council shall be final and conclusive.
8.04.135.30 – Report to Assessor and Tax Collector: Filing copy of report with County Auditor.
A certified copy of the report shall be filed with the County Auditor for entry of such assessment on the County tax roll.
8.04.135.35 – Collection of assessment: Penalties and procedures for foreclosure. The amount of the assessment shall be collected at the time and in the manner of ordinary 37 municipal taxes. If delinquent, the amount is subject to the same penalties and procedure of foreclosure and sale provided for ordinary municipal taxes. In addition, the Town may elect to foreclose as outlined in Government Code section 38773.1.
SECTION 4. Severability. If any provision of this ordinance or the application thereof to any person or circumstances is for any reason held to be invalid by a court or competent jurisdiction, such provision shall be deemed severable, and the invalidity thereof shall not affect the remaining provisions or other applications of the ordinance, which can be given effect without the invalid provision or application thereof.
SECTION 5. CEQA Exemption. Adoption of this Ordinance is exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to California Public Resources Code Section 21080(b)(3)regarding projects to maintain, repair, restore, or replace property or facilities damaged or destroyed as a result of a declared disaster and Section 21080(b)(4) regarding actions to mitigate or prevent an emergency, and CEQA Guidelines Section 15269(a) regarding maintaining, repairing, restoring, demolishing, or replacing property or facilities damaged or destroyed as a result of a disaster-stricken area in which a state of emergency has been proclaimed by the Governor pursuant to the California Emergency Services Act, commencing with Section 8550 of the California Government Code.
SECTION 6. Publication. This ordinance shall take effect thirty (30) days after the date of its passage. Before the expiration of fifteen (15) days after its passage, this ordinance or a summary thereof shall be published in a newspaper of general circulation published and circulated within the Town of Paradise along with the names of the members of the Town Council of Paradise voting for and against same.
PASSED AND ADOPTED BY THE Town Council of the Town of Paradise, County of Butte, State of California, on this 13th day of August, 2024, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Ronald Lassonde, Mayor
ATTEST:
Melanie Elvis, Deputy Town Clerk
APPROVED AS TO FORM:
Scott E. Huber, Town Attorney
38 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 2(d)
ORIGINATED BY: Kate Anderson, Housing Program Manager
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Authorize the Mayor to Sign a Letters of Support for 2020
CDBG-DR MHP
LONG TERM
RECOVERY PLAN:
Yes, RP06, Focus on Attainable Housing
COUNCIL ACTION REQUESTED:
1. Adopt a motion to authorize the Mayor to sign letters of support for HCD’s 2020 CDBG-DR MHP grants for affordable housing projects in Paradise; or
2. Adopt an alternative directive to town staff concerning this item.
Background:
On June 28, 2024, the State of California Department of Housing and Community Development (HCD) released a NOFA for its 2020 Community Development Block Grant – Disaster Recovery (CDBG-DR) funds allocated to Multifamily Housing Program (MHP). Unlike the 2018 CDBG-DR MHP funds which were allocated to local jurisdictions to administer, these 2020 funds are being administered directly by HCD. HCD is taking applications for proposed projects through September 6, 2024.
To be eligible for funding, proposed projects must tie back to the disaster by increasing the supply of affordable housing units in a most impacted and distressed area and therefore must be located in certain counties. These proposed projects must have a letter or resolution of support for the proposed project from the local legislative body where the proposed project is located.
Analysis:
With tax credit allocations extremely competitive, affordable housing projects are having to layer funds from multiple sources in order to increase their chances of receiving tax credit allocations in future rounds. For two of these projects, the Town has committed 2018 CDBG-DR MHP funds which constitutes 142 affordable units, and the third project would provide an additional 48 affordable units for families, senior and special needs.
Financial Impact:
Approval of this agenda item as recommended will not result in any financial impact upon the Town’s general fund.
39 Town of Paradise
5555 Skyway
Paradise, CA 95969
(530) 872-6291
Working together to rebuild a thriving community.
July 30, 2024
Mr. Gustavo Velasquez, Director
California Department of Housing & Community Development 2020 West El Camino Avenue
Sacramento, CA 95833
RE: TOWN OF PARADISE SUPPORT FOR CAPE COD, AFFORDABLE HOUSING PROJECT – PARADISE, CA Dear Mr. Velasquez:
On behalf of the Town Council of Paradise, I am pleased to present this letter of support for an application to the State of California CDBG-DR, submitted by Zen Development LLC and Kingdom Development, Inc., to construct CAPE COD, a new affordable housing project proposed to replace the burned down Cape Cod Trailer Park at 6799 Skyway in the town of Paradise. We understand that Cape Cod will provide 48 newly constructed affordable units, with 12 units designated for Special Needs, paired with on-site services and case management.
The need for housing is a critical component to addressing housing stability in the Town of Paradise.
This project brings together the complexity of rural development and the value of collaboration between development partners and public agencies in providing housing for a vulnerable population wracked by natural disasters. Funding from the CDBG-DR program is essential to the development of Cape Cod and can support rebuilding the affordable housing stock so tragically lost in the Camp Fire and subsequent fires.
I hope that this funding application receives your fullest consideration. If you have any questions or comments, please do not hesitate to contact me at 530-872-6291, or via e-mail at [email protected].
Sincerely,
Ronald Lassonde,
Mayor
40 Town of Paradise
5555 Skyway
Paradise, CA 95969
(530) 872-6291
Working together to rebuild a thriving community.
July 30, 2024
Mr. Gustavo Velasquez, Director
California Department of Housing & Community Development 2020 West El Camino Avenue
Sacramento, CA 95833
RE: TOWN NOF PARADISE SUPPORT FOR CLARK ROAD APARTMENTS, AFFORDABLE HOUSING PROJECT – PARADISE, CA
Dear Mr. Velasquez:
On behalf of the Town of Paradise, I am pleased to write this strong letter of support for an application to the State of California CDBG-DR, submitted by Kingdom Development, Inc., to construct Clark Road Apartments, an affordable housing project. Located in Paradise, CA, Clark Road Apartments will provide 71 newly constructed affordable units, with 18 designated for Special Needs, paired with on-site services and case management. The local agencies are already committing their support to this worthy project in the form of a soft financing commitment from the Town of Paradise, and 25 Project Based Vouchers from the Housing Authority of the County of Butte.
The need for housing is a critical component to addressing homelessness in the Town of Paradise.
This project brings together the complexity of rural development and the value of collaboration between development partners and public agencies in providing housing for a vulnerable population.
We understand that funding from the CDBG-DR program is essential to the development of Clark Road Apartments and can support the partnerships that will bring this vital housing project to life.
I hope that this funding application receives your fullest consideration. If you have any questions or comments, please do not hesitate to contact me at 530-872-6291, or via e-mail at [email protected].
Sincerely,
Ronald Lassonde,
Mayor
41 Town of Paradise
5555 Skyway
Paradise, CA 95969
(530) 872-6291
Working together to rebuild a thriving community.
August 5, 2024
California Department of Housing
and Community Development
651 Bannon Street
Sacramento, CA 95811
RE: Cypress Senior Apartments
The Town of Paradise is pleased to demonstrate support on behalf of Mercy Housing California and Community Housing Improvement Program (CHIP) as they apply for 2020 CDBG-DR-MHP funding for Cypress Senior Apartments, the second phase of an affordable housing project serving families and seniors in Paradise.
As the Paradise community progresses toward economic recovery following the Camp Fire in 2018, it is essential to replace the naturally occurring affordable housing that was destroyed in the disaster. The Camp Fire destroyed an estimated 95 percent of the town’s structures and between 2018 and 2020, the town’s population dropped by approximately 21,600 residents, an 82 percent decline. Nearly all rental housing was destroyed in the fire. The destruction included some of the Town’s only deed-restricted affordable housing projects.
The entire 2-phase development is a 140-unit multigenerational development situated on a 23.97-acre site and consists of Cypress Family Apartments, 70 units and a second Phase – Cypress Senior Apartments – 70 units. The housing is targeted to households earning between 30%‐60% of the Area Median Income and each of the phases has a commitment of 25 project-based vouchers from the Housing Authority of the County of Butte.
Cypress Family Apartments is currently under construction with completion anticipated by December 2025. To begin construction of Cypress Senior Apartments, additional funding must be identified to address a $23,143,474 funding gap. An additional award of CDBG-DR funding from the 2020 allocation that is intended to support recovery in Butte County will help address the funding gap and further increase the project’s competitiveness to secure low-income housing tax credits needed to develop the Cypress Senior Apartments.
If you have any questions or comments, please do not hesitate to contact me at 530-872-6291, or via e-mail at [email protected].
Sincerely,
Ronald Lassonde,
Mayor
42 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 2(e)
ORIGINATED BY: Scott E. Huber, Town Attorney
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Agreements for Purchase of Tax Defaulted Properties from Butte County
LONG TERM
RECOVERY PLAN:
N/A
COUNCIL ACTION REQUESTED:
1. Adopt Resolution No. 2024- ___, “A Resolution of the Town Council of the Town of Paradise Approving Agreements for the Purchase of Tax Defaulted Properties from Butte County. (ROLL CALL VOTE)
Background:
The Council will consider the purchase of Assessor’s Parcel Numbers 052-202-003-000 and 052- 202-004-000, which are located on the corner of Fir Street and Black Olive Drive in the Town of Paradise (“Subject Properties”), from Butte County, through the Board of Supervisors and Tax Collector, as a result of the non-payment of property taxes by the property owners pursuant to the provisions of Division 1, Part 6, Chapter 8, of the Revenue and Taxation Code.
Analysis:
Pursuant to the provisions of Division 1, Part 6, Chapter 8, of the California Revenue and Taxation Code, a public agency may object to the tax lien sale of property within its jurisdictional boundaries and apply to purchase the property from the Tax Collector, through the County Board of Supervisors. In this instance, the Butte County Tax Collector has listed the Subject Properties for sale resulting from the nonpayment of property taxes by the property owners for numerous years.
As such, the Subject properties are scheduled to be sold by the Butte County Tax Collector as part of a tax lien sale. The current minimum bid, as established by the Butte County Board of Supervisors is $16,562 for APN 052-202-003-000 and $16,903 for APN 052-202-004-000.
On April 11, 2024, the Town filed an objection to the tax sale, which allows the Town to purchase the properties for the minimum bid price as established by the Board of Supervisors pursuant to Chapter 8 of the Revenue and Tax Code. The Town contracted for an environmental analysis to be conducted, and no concerns were raised related to the Subject Properties. If the Town would like to purchase the Subject Properties, the Town must now approve the agreements for the purchase of the Subject Properties. These agreements will ultimately need to be approved by the Butte County Board of Supervisors and the Office of the State Controller. Once that occurs, the Tax Collector will sell the property and transfer title to the Town. All other liens against the Subject Properties will be extinguished.
43 Financial Impact:
A one-time General Fund expenditure of $33,465.
Attachment:
Resolution No. 2024- ___, “A Resolution of the Town Council of the Town of Paradise Approving Agreements for the Purchase of Tax Defaulted Properties from Butte County.” 44 1
TOWN OF PARADISE
RESOLUTION NO. 2024- ____
A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF PARADISE
APPROVING AN AGREEMENT FOR THE PURCHASE OF
TAX DEFAULTED PROPERTY FROM BUTTE COUNTY
WHEREAS, Pursuant to the provisions of Division 1, Part 6, Chapter 8, of the California Revenue and Taxation Code, a public agency may object to the tax lien sale of property within its jurisdictional boundaries and apply to purchase the property from the Tax Collector; and,
WHEREAS, Assessor’s Parcel Numbers 052-202-003-000 and 052-202-004-000, which are located on the corner of Fir Street and Black Olive Drive in the Town of Paradise (“Subject Properties”) have been listed for sale resulting from the nonpayment of property taxes by the property owners for numerous years; and,
WHEREAS, The Town of Paradise would like to purchase the Subject Properties pursuant to Division 1, Part 6, Chapter 8, of the California Revenue and Taxation Code for a public purpose.
NOW, THEREFORE, BE IT RESOLVED by the Town Council of the Town of Paradise as follows:
Section 1. The above recitals are true and correct and are incorporated as if fully set forth herein.
Section 2. The Town Manager is authorized to execute the purchase agreements and all other necessary documents for the acquisition of the Subject Properties in the amounts of $16,562 for APN 052-202-003-000 and $16,903 for APN 052-202-004-000.
PASSED AND ADOPTED by the Town Council of the Town of Paradise on this 13th day of August 2024, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
By:
Ronald Lassonde, Mayor
ATTEST: APPROVED AS TO FORM:
_____________________________ __________________________________ Melanie Elvis, Deputy Town Clerk Scott E. Huber, Town Attorney 45 1
AGREEMENT TO PURCHASE TAX-DEFAULTED PROPERTY
This agreement is made this 30th day of July, 2024, by and between the Board of Supervisors of Butte County, State of California (“COUNTY”), and Town of Paradise, an Incorporated Town ("PURCHASER"), pursuant to the provisions of Division 1, Part 6, Chapter 8, of the Revenue and Taxation Code.
The real property identified as Assessor’s Parcel Number 052-202-003-000, situated within said county, hereinafter set forth and described in this agreement, is tax-defaulted and is subject to the power of sale by the tax collector of said county for the nonpayment of taxes, pursuant to provisions of law.
It is mutually agreed as follows:
1. That, as provided by Revenue and Taxation Code section 3800, the cost of giving notice of this agreement shall be paid by the PURCHASER.
2. That the PURCHASER agrees to pay the sum of $16,562.00 plus penalties accruing to the effective date of this agreement for the real property described in Exhibit "A" within 30 days after the date this agreement becomes effective. Upon payment of said sum to the tax collector, the tax collector shall execute and deliver a deed conveying title to said property to PURCHASER.
3. That the PURCHASER agrees to use the parcel for the following public purpose and specified intent: Preservation of downtown Paradise and future building site
4. That if said PURCHASER is a taxing agency as defined in Revenue and Taxation Code section 121, or any other agency that receives its revenue share under the provisions of Division 1, Part 8, Chapter 3 of the Revenue and Taxation Code, it will not share in any distribution of the payment required by section 3791 and section 3720 of the Revenue and Taxation Code.
5. If all or any portion of any individual parcel described in this agreement is redeemed prior to the effective date of this agreement, this agreement shall be null and void as to that individual parcel.
6. COUNTY makes no representation or warranty concerning the condition of title to the subject property. Additionally, COUNTY makes no representation or warranty concerning the physical condition of the subject property, and PURCHASER acknowledges that it is not relying upon any statements or representations of the COUNTY concerning the subject property and is purchasing the subject property in its "AS IS" condition.
7. PURCHASER shall pay all other expenses in addition to the purchase price of $16,562.00 for the property, including, but not limited to, the cost of proceeding to obtain 46 2
a clear title to the property and the expenses incurred in the payment, compromise, or other method of removal of any liens or adverse claims against the property.
8. COUNTY shall sell the parcel listed in Exhibit “A” as a single transaction to the PURCHASER in consideration of the receipt of the payment per the payment conditions.
9. Notwithstanding this provision, PURCHASER shall defend, indemnify, and hold harmless COUNTY, its Board of Supervisors, officers, directors, agents, employees and volunteers from and against any and all demands, claims, actions, liabilities, losses, damages, and costs, including reasonable attorneys’ fees, arising out of, or resulting from, the performance of this Agreement and the validity of the tax-default sale of the property described in Exhibit “A.” Pursuant to Revenue and Taxation Code section 3809, a proceeding based on alleged invalidity or irregularity of any proceeding instituted under the code can only be commenced within one year after the date of execution of the Tax Collector's deed.
10. The parcel acquired pursuant to this Agreement may contain hazardous wastes, toxic substances, or other substances regulated by federal, state, and local agencies. COUNTY in no way whatsoever assumes any responsibility, implied or otherwise, and makes no representations or warranties that the parcel is in compliance with federal, state, or local laws governing such substances. COUNTY in no way assumes any responsibility, implied or otherwise, for any costs or liability of any kind imposed upon, or voluntarily assumed by, PURCHASER or any other owner to remediate, clean up, or otherwise bring the property into compliance with federal, state, or local laws regarding any parcel purchased.
11. COUNTY and PURCHASER agree that, under 42 U.S.C. § 9601(20)(D), the Comprehensive Environmental Response, Compensation, and Liability Act (“CERCLA”) expressly excludes local and state governments from clean up liability for properties they acquire as a result of tax delinquencies. Notwithstanding this provision, PURCHASER shall defend, indemnify, and hold harmless COUNTY, its Board of Supervisors, officers, directors, agents, employees and volunteers from and against any and all demands, claims, actions, liabilities, losses, damages, and costs, including reasonable attorneys' fees, arising out of or resulting from the performance of this agreement, regardless of whether caused in part by a party indemnified hereunder, including, but not limited to, allegations that COUNTY and/or COUNTY’s officers, directors, agents, employees, or volunteers are liable for costs or other charges related to the remediation, clean up, or other work necessary to bring any parcel purchased under this agreement into compliance with federal, state, or local laws.
The undersigned hereby agree to the terms and conditions of this agreement and is duly authorized to sign for said municipality.
This document is being executed in counterpart, each of which constitutes an original. 47 3
ATTEST:
Town of Paradise, an Incorporated Town
By:______________________________
Town Manager
ATTEST: BOARD OF SUPERVISORS
______________________________ By: _______________________________ Clerk of the Board of Supervisors Board Chair
Pursuant to the provisions of Revenue and Taxation Code sections 3772, 3773, 3775, 3793.1 and 3841, the Town Council of the Town of Paradise hereby agrees to the selling price as provided in this agreement.
ATTEST:
Town of Paradise, an Incorporated Town
_____________________________
Mayor
Pursuant to the provisions of Revenue and Taxation Code section 3795, the Controller approves the foregoing agreement this _______ day of __________________.
Malia Cohen, CALIFORNIA STATE CONTROLLER
By:__________________________________________
48 4
EXHIBIT "A"
FIRST YEAR DEFAULT
AP NUMBER DEFAULTED NUMBER PURCHASE PRICE
______________________________________________________________________________ 052-202-003-000
052-202-004-000
Legal Description 052-202-003-000
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE TOWN OF PARADISE, COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
Legal Description 052-202-004-000
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE TOWN OF PARADISE, COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
49 1
AGREEMENT TO PURCHASE TAX-DEFAULTED PROPERTY
This agreement is made this 30th day of July, 2024, by and between the Board of Supervisors of Butte County, State of California (“COUNTY”), and Town of Paradise, an Incorporated Town ("PURCHASER"), pursuant to the provisions of Division 1, Part 6, Chapter 8, of the Revenue and Taxation Code.
The real property identified as Assessor’s Parcel Number 052-202-004-000, situated within said county, hereinafter set forth and described in this agreement, is tax-defaulted and is subject to the power of sale by the tax collector of said county for the nonpayment of taxes, pursuant to provisions of law.
It is mutually agreed as follows:
1. That, as provided by Revenue and Taxation Code section 3800, the cost of giving notice of this agreement shall be paid by the PURCHASER.
2. That the PURCHASER agrees to pay the sum of $16,903.00 plus penalties accruing to the effective date of this agreement for the real property described in Exhibit "A" within 30 days after the date this agreement becomes effective. Upon payment of said sum to the tax collector, the tax collector shall execute and deliver a deed conveying title to said property to PURCHASER.
3. That the PURCHASER agrees to use the parcel for the following public purpose and specified intent: Preservation of downtown Paradise and future building site
4. That if said PURCHASER is a taxing agency as defined in Revenue and Taxation Code section 121, or any other agency that receives its revenue share under the provisions of Division 1, Part 8, Chapter 3 of the Revenue and Taxation Code, it will not share in any distribution of the payment required by section 3791 and section 3720 of the Revenue and Taxation Code.
5. If all or any portion of any individual parcel described in this agreement is redeemed prior to the effective date of this agreement, this agreement shall be null and void as to that individual parcel.
6. COUNTY makes no representation or warranty concerning the condition of title to the subject property. Additionally, COUNTY makes no representation or warranty concerning the physical condition of the subject property, and PURCHASER acknowledges that it is not relying upon any statements or representations of the COUNTY concerning the subject property and is purchasing the subject property in its "AS IS" condition.
7. PURCHASER shall pay all other expenses in addition to the purchase price of $16,903.00 for the property, including, but not limited to, the cost of proceeding to obtain 50 2
a clear title to the property and the expenses incurred in the payment, compromise, or other method of removal of any liens or adverse claims against the property.
8. COUNTY shall sell the parcel listed in Exhibit “A” as a single transaction to the PURCHASER in consideration of the receipt of the payment per the payment conditions.
9. Notwithstanding this provision, PURCHASER shall defend, indemnify, and hold harmless COUNTY, its Board of Supervisors, officers, directors, agents, employees and volunteers from and against any and all demands, claims, actions, liabilities, losses, damages, and costs, including reasonable attorneys’ fees, arising out of, or resulting from, the performance of this Agreement and the validity of the tax-default sale of the property described in Exhibit “A.” Pursuant to Revenue and Taxation Code section 3809, a proceeding based on alleged invalidity or irregularity of any proceeding instituted under the code can only be commenced within one year after the date of execution of the Tax Collector's deed.
10. The parcel acquired pursuant to this Agreement may contain hazardous wastes, toxic substances, or other substances regulated by federal, state, and local agencies. COUNTY in no way whatsoever assumes any responsibility, implied or otherwise, and makes no representations or warranties that the parcel is in compliance with federal, state, or local laws governing such substances. COUNTY in no way assumes any responsibility, implied or otherwise, for any costs or liability of any kind imposed upon, or voluntarily assumed by, PURCHASER or any other owner to remediate, clean up, or otherwise bring the property into compliance with federal, state, or local laws regarding any parcel purchased.
11. COUNTY and PURCHASER agree that, under 42 U.S.C. § 9601(20)(D), the Comprehensive Environmental Response, Compensation, and Liability Act (“CERCLA”) expressly excludes local and state governments from clean up liability for properties they acquire as a result of tax delinquencies. Notwithstanding this provision, PURCHASER shall defend, indemnify, and hold harmless COUNTY, its Board of Supervisors, officers, directors, agents, employees and volunteers from and against any and all demands, claims, actions, liabilities, losses, damages, and costs, including reasonable attorneys' fees, arising out of or resulting from the performance of this agreement, regardless of whether caused in part by a party indemnified hereunder, including, but not limited to, allegations that COUNTY and/or COUNTY’s officers, directors, agents, employees, or volunteers are liable for costs or other charges related to the remediation, clean up, or other work necessary to bring any parcel purchased under this agreement into compliance with federal, state, or local laws.
The undersigned hereby agree to the terms and conditions of this agreement and is duly authorized to sign for said municipality.
This document is being executed in counterpart, each of which constitutes an original. 51 3
ATTEST:
Town of Paradise, an Incorporated Town
By:______________________________
Town Manager
ATTEST: BOARD OF SUPERVISORS
______________________________ By: _______________________________ Clerk of the Board of Supervisors Board Chair
Pursuant to the provisions of Revenue and Taxation Code sections 3772, 3773, 3775, 3793.1 and 3841, the Town Council of the Town of Paradise hereby agrees to the selling price as provided in this agreement.
ATTEST:
Town of Paradise, an Incorporated Town
_____________________________
Mayor
Pursuant to the provisions of Revenue and Taxation Code section 3795, the Controller approves the foregoing agreement this _______ day of __________________.
Malia Cohen, CALIFORNIA STATE CONTROLLER
By:__________________________________________
52 4
EXHIBIT "A"
FIRST YEAR DEFAULT
AP NUMBER DEFAULTED NUMBER PURCHASE PRICE
______________________________________________________________________________ 052-202-004-000
052-202-003-000
Legal Description 052-202-004-000
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE TOWN OF PARADISE, COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
Legal Description 052-202-003-000
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE TOWN OF PARADISE, COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
53 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 2(f)
ORIGINATED BY: Louis Johnson, Supervising Project Manager REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Program Supplemental Agreement -
Roe Road Extension Project Phase 1
LONG TERM
RECOVERY PLAN:
Yes, Tier 1, Evacuation Route
COUNCIL ACTION REQUESTED:
1. Approve Program Supplement Agreement No. F030 to the Master Agreement Administering Agency-State Agreement for Federal-Aid Projects, Agreement No. 03- 5425F15 for Roe Road Extension Project phase 1.
2. Adopt Resolution 2024-__ “A resolution of the Town Council of the Town of Paradise authorizing the Town Manager of the Town of Paradise or their designee to sign Program Supplement Agreement No F030 to the Administering Agency-State Agreement for Federal-Aid projects corresponding to Project No. CPFL 5425 (049).” Background:
On June 3, 2024 the Town of Paradise received Preliminary Engineering Authorization to proceed on a Community Project Funding/Congressionally Directed Spending grant under the Highway Infrastructure Programs (HIP) in the amount of $1,800,000 for the Roe Rd Phase 1 project. This grant will provide for the Preliminary Engineering design phase of the project. The additional $64,200,000 funding required to complete environmental, design, right-of-way and construction have been secured through a CDBG-DR Grant.
Roe Road Phase 1 Project will construct a new three lane 1.25-mile roadway with wide shoulders.
The project will include a Class I multi-use pathway, ADA curb ramps, storm drain infrastructure, and intersections with Pentz Road, Edgewood Lane, and South Libby Road.
Roe Road Extension - Phase 1 Project is part of a five-phase project to construct a new east-west roadway connection between Skyway and Pentz Road. The proposed project will construct 1.25- miles of roadway between South Libby Road and Pentz Road to improve circulation and connectivity throughout the Town and provide alternative ingress/egress routes for residential neighborhoods. The project will also construct a parallel Class I bikeway for travel by people walking and bicycling and provides first responders a dedicated bi-directional travel lane during emergency events. The project improves access to evacuation routes, completes missing road segments, reduces dead-end streets, reduces fire fuel proximity to the roadway, and is consistent with the Town Long-Term Recovery Plan.
54 Analysis:
To remain eligible for the allocated grant funding, the Town of Paradise is required to execute Program Supplement Agreements to the Administering Agency-State Agreement for Federal-Aid Projects (Agreement No. 03-5425F15). The supplement agreement serves as a contract between the Town of Paradise and California Department of Transportation, binding each to certain responsibilities to process Federally funded projects. The attached agreements must be approved by the Town to continue receipt of Federal funds. In addition, the Town is required to adopt resolutions identifying the newly awarded projects and designate an official authorized to execute Program Supplement Agreements.
Financial Impact:
Total estimated cost for Preliminary Engineering phase of the project is $6,632,000. Federal funds will cover $1,800,000. The remaining $4,832,000 will be covered by CDBG-DR funding.
Attachments:
1. Resolution Program Supplement Agreement for Roe Road Extension Project Phase 1
2. Program Supplement Agreement No. F030 for Roe Road Extension Project Phase 1 55 TOWN OF PARADISE
RESOLUTION NO. 2024-___
1 TOWN OF PARADISE
RESOLUTION NO. 2024-____
A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF PARADISE
AUTHORIZING THE TOWN MANAGER OF THE TOWN OF PARADISE OR
THEIR DESIGNEE TO SIGN PROGRAM SUPPLEMENT AGREEMENT NO
F030 TO THE ADMINISTERING AGENCY-STATE AGREEMENT FOR
FEDERAL-AID PROJECTS CORRESPONDING TO PROJECT NO. CPFL 5425 (049).
WHEREAS, the Town of Paradise has received and will continue to receive federal funds for various transportation projects and has entered into an Agency-State Agreement for Federal-Aid Projects with the California Department of Transportation; and, WHEREAS, the State of California through its Department of Transportation (Caltrans) administers the Congressionally Directed Funds and selects projects for funding; and, WHEREAS, the Roe Road Extension Project Phase 1 Project has $1,800,000 of Congressionally Directed Federal funds allocated to the Project; and, WHEREAS, Caltrans provides Program Supplement Agreements in accordance with Administering Agency-State Agreement for Federal-Aid Projects, Agreement No. 03-5425F15 (Master Agreement), which upon full execution enables the Town of Paradise to request and receive Federal funds for certain street projects; and, WHEREAS, Caltrans requires the Town of Paradise to execute the Program Supplement Agreement No. F030 for the Roe Road Extension Project Phase 1 Project, in order to be eligible to receive Federal-Aid for eligible project costs; and, WHEREAS, these funds will require that they are managed in accordance with the Caltrans Local Assistance Procedures Manual; and,
WHEREAS, the Town Council of the Town of Paradise has approved and agreed to this Program Supplement Agreement.
NOW, THEREFORE, BE IT RESOLVED by the Town Council of the Town of Paradise as follows:
Section 1. The above recitals are true and correct and are incorporated by reference as if fully set forth herein
Section 2. That the Town Manager of the Town of Paradise, or his designee, is hereby authorized to sign said Agreement on behalf of the Town. 56 TOWN OF PARADISE
RESOLUTION NO. 2024-___
2 Section 3. The Town Clerk shall certify to the passage and adoption of this resolution.
PASSED AND ADOPTED by the Town Council of the Town of Paradise on this 13th day of August 2024, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Ronald Lassonde, Mayor
ATTEST:
Melanie Elvis, Deputy Town Clerk
APPROVED AS TO FORM:
Scott E. Huber, Town Attorney
57 F030
FOR FEDERAL-AID PROJECTS NO 03-5425F15
0324000266
June 11, 2024
03-BUT-0-PRDS
CPFL-5425(049)
5425
This Program Supplement hereby adopts and incorporates the Administering Agency-State Agreement for Federal Aid which was entered into between the Administering Agency and the State on 04/25/2016 and is subject to all the terms and conditions thereof. This Program Supplement is executed in accordance with Article I of the aforementioned Master Agreement under authority of Resolution No. approved by the Administering Agency on (See copy attached).
The Administering Agency further stipulates that as a condition to the payment by the State of any funds derived from sources noted below obligated to this PROJECT, the Administering Agency accepts and will comply with the special covenants or remarks set forth on the following pages.
Roe Road Extension Project
Roe Road Extension Project phase 1 0.0(MILES)
Estimated Cost Federal Funds Matching Funds
Y926 $1,800,000.00
TOWN OF PARADISE
By ________________________________ By ________________________________ Title _______________________________
Date _______________________________
Attest _______________________________ Date _______________________________ Division of Local Assistance
I hereby certify upon my personal knowledge that budgeted funds are available for this encumbrance:
Accounting Officer _______________________ Date _______________ PROGRAM SUPPLEMENT NO.
to
ADMINISTERING AGENCY-STATE AGREEMENT
Adv. Project ID Date:
Location:
Project Number:
E.A. Number:
Locode:
PROJECT LOCATION:
TYPE OF WORK: LENGTH:
LOCAL OTHER
$1,800,000.00 $0.00 $0.00
Chief, Office of Project Implementation
STATE OF CALIFORNIA
Department of Transportation
$1,800,000.00
Program Supplement 03-5425F15-F030- ISTEA 1Page of 7
06/11/2024
58 SPECIAL COVENANTS OR REMARKS
03-BUT-0-PRDS
CPFL-5425(049)
1. A. The ADMINISTERING AGENCY will advertise, award and administer this project in accordance with the current published Local Assistance Procedures Manual.
B. ADMINISTERING AGENCY agrees that it will only proceed with work authorized for specific phase(s) with an "Authorization to Proceed" and will not proceed with future phase(s) of this project prior to receiving an "Authorization to Proceed" from the STATE for that phase(s) unless no further State or Federal funds are needed for those future phase(s).
C. STATE and ADMINISTERING AGENCY agree that any additional funds which might be made available by future Federal obligations will be encumbered on this PROJECT by use of a STATE-approved "Authorization to Proceed" and Finance Letter. ADMINISTERING AGENCY agrees that Federal funds available for reimbursement will be limited to the amounts obligated by the Federal Highway Administration.
D. Award information shall be submitted by the ADMINISTERING AGENCY to the District Local Assistance Engineer within 60 days of project contract award and prior to the submittal of the ADMINISTERING AGENCY'S first invoice for the construction contract.
Failure to do so will cause a delay in the State processing invoices for the construction phase.
Attention is directed to Section 15.6 "Award Package" of the Local Assistance Procedures Manual.
E. ADMINISTERING AGENCY agrees, as a minimum, to submit invoices at least once every six months commencing after the funds are encumbered for each phase by the execution of this Project Program Supplement Agreement, or by STATE's approval of an applicable Finance Letter. STATE reserves the right to suspend future authorizations/obligations for Federal aid projects, or encumbrances for State funded projects, as well as to suspend invoice payments for any on-going or future project by ADMINISTERING AGENCY if PROJECT costs have not been invoiced by ADMINISTERING AGENCY for a six-month period.
If no costs have been invoiced for a six-month period, ADMINISTERING AGENCY agrees to submit for each phase a written explanation of the absence of PROJECT activity along with target billing date and target billing amount.
ADMINISTERING AGENCY agrees to submit the final report documents that collectively constitute a "Report of Expenditures" within one hundred eighty (180) days of PROJECT completion. Failure of ADMINISTERING AGENCY to submit a "Final Report of Expenditures" within 180 days of PROJECT completion will result in STATE imposing sanctions upon ADMINISTERING AGENCY in accordance with the current Local Assistance Procedures Manual.
Program Supplement 03-5425F15-F030- ISTEA Page 2 of 7
59 SPECIAL COVENANTS OR REMARKS
03-BUT-0-PRDS
CPFL-5425(049)
F. Administering Agency shall not discriminate on the basis of race, religion, age, disability, color, national origin, or sex in the award and performance of any Federal-assisted contract or in the administration of its DBE Program Implementation Agreement. The Administering Agency shall take all necessary and reasonable steps under 49 CFR Part 26 to ensure nondiscrimination in the award and administration of Federal-assisted contracts. The Administering Agency's DBE Implementation Agreement is incorporated by reference in this Agreement. Implementation of the DBE Implementation Agreement, including but not limited to timely reporting of DBE commitments and utilization, is a legal obligation and failure to carry out its terms shall be treated as a violation of this Agreement. Upon notification to the Administering Agency of its failure to carry out its DBE Implementation Agreement, the State may impose sanctions as provided for under 49 CFR Part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.).
G. Any State and Federal funds that may have been encumbered for this project are available for disbursement for limited periods of time. For each fund encumbrance the limited period is from the start of the fiscal year that the specific fund was appropriated within the State Budget Act to the applicable fund Reversion Date shown on the State approved project finance letter. Per Government Code Section 16304, all project funds not liquidated within these periods will revert unless an executed Cooperative Work Agreement extending these dates is requested by the ADMINISTERING AGENCY and approved by the California Department of Finance.
ADMINISTERING AGENCY should ensure that invoices are submitted to the District Local Assistance Engineer at least 75 days prior to the applicable fund Reversion Date to avoid the lapse of applicable funds. Pursuant to a directive from the State Controller's Office and the Department of Finance; in order for payment to be made, the last date the District Local Assistance Engineer can forward an invoice for payment to the Department's Local Programs Accounting Office for reimbursable work for funds that are going to revert at the end of a particular fiscal year is May 15th of the particular fiscal year. Notwithstanding the unliquidated sums of project specific State and Federal funding remaining and available to fund project work, any invoice for reimbursement involving applicable funds that is not received by the Department's Local Programs Accounting Office at least 45 days prior to the applicable fixed fund Reversion Date will not be paid. These unexpended funds will be irrevocably reverted by the Department's Division of Accounting on the applicable fund Reversion Date.
H. As a condition for receiving federal-aid highway funds for the PROJECT, the Administering Agency certifies that NO members of the elected board, council, or other key decision makers are on the Federal Government Exclusion List. Exclusions can be found at www.sam.gov.
Program Supplement 03-5425F15-F030- ISTEA Page 3 of 7
60 SPECIAL COVENANTS OR REMARKS
03-BUT-0-PRDS
CPFL-5425(049)
2. A. ADMINISTERING AGENCY shall conform to all State statutes, regulations and procedures (including those set forth in the Local Assistance Procedures Manual and the Local Assistance Program Guidelines, hereafter collectively referred to as "LOCAL ASSISTANCE PROCEDURES") relating to the federal-aid program, all Title 23 Code of Federal Regulation (CFR) and 2 CFR Part 200 federal requirements, and all applicable federal laws, regulations, and policy and procedural or instructional memoranda, unless otherwise specifically waived as designated in the executed project-specific PROGRAM SUPPLEMENT.
B. Invoices shall be formatted in accordance with LOCAL ASSISTANCE PROCEDURES.
C. ADMINISTERING AGENCY must have at least one copy of supporting backup documentation for costs incurred and claimed for reimbursement by ADMINISTERING AGENCY. ADMINISTERING AGENCY agrees to submit supporting backup documentation with invoices if requested by State. Acceptable backup documentation includes, but is not limited to, agency's progress payment to the contractors, copies of cancelled checks showing amounts made payable to vendors and contractors, and/or a computerized summary of PROJECT costs.
D. Indirect Cost Allocation Plan/Indirect Cost Rate Proposals (ICAP/ICRP), Central Service Cost Allocation Plans and related documentation are to be prepared and provided to STATE (Caltrans Audits & Investigations) for review and approval prior to ADMINISTERING AGENCY seeking reimbursement of indirect costs incurred within each fiscal year being claimed for State and federal reimbursement. ICAPs/ICRPs must be prepared in accordance with the requirements set forth in 2 CFR, Part 200, Chapter 5 of the Local Assistance Procedural Manual, and the ICAP/ICRP approval procedures established by STATE.
E. STATE will withhold the greater of either two (2) percent of the total of all federal funds encumbered for each PROGRAM SUPPLEMENT or $40,000 until ADMINISTERING AGENCY submits the Final Report of Expenditures for each completed PROGRAM SUPPLEMENT PROJECT.
F. Payments to ADMINISTERING AGENCY for PROJECT-related travel and subsistence (per diem) expenses of ADMINISTERING AGENCY forces and its contractors and subcontractors claimed for reimbursement or as local match credit shall not exceed rates authorized to be paid rank and file STATE employees under current State Department of Personnel Administration (DPA) rules. If the rates invoiced by ADMINISTERING AGENCY are in excess of DPA rates, ADMINISTERING AGENCY is responsible for the cost difference, and any overpayments inadvertently paid by STATE shall be reimbursed to STATE by ADMINISTERING AGENCY on demand within thirty (30) days of such invoice.
Program Supplement 03-5425F15-F030- ISTEA Page 4 of 7
61 SPECIAL COVENANTS OR REMARKS
03-BUT-0-PRDS
CPFL-5425(049)
G. ADMINISTERING AGENCY agrees to comply with 2 CFR, Part 200, Uniform Administrative Requirements, Cost Principles and Audit Requirement for Federal Awards.
H. ADMINISTERING AGENCY agrees, and will assure that its contractors and subcontractors will be obligated to agree, that Contract Cost Principles and Procedures, 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31, et seq., shall be used to determine the allowability of individual PROJECT cost items.
I. Every sub-recipient receiving PROJECT funds under this AGREEMENT shall comply with 2 CFR, Part 200, 23 CFR, 48 CFR Chapter 1, Part 31, Local Assistance Procedures, Public Contract Code (PCC) 10300-10334 (procurement of goods), PCC 10335-10381 (non-A&E services), and other applicable STATE and FEDERAL regulations.
J. Any PROJECT costs for which ADMINISTERING AGENCY has received payment or credit that are determined by subsequent audit to be unallowable under 2 CFR, Part 200, 23 CFR, 48 CFR, Chapter 1, Part 31, and other applicable STATE and FEDERAL regulations, are subject to repayment by ADMINISTERING AGENCY to STATE.
K. STATE reserves the right to conduct technical and financial audits of PROJECT WORK and records and ADMINISTERING AGENCY agrees, and shall require its contractors and subcontractors to agree, to cooperate with STATE by making all appropriate and relevant PROJECT records available for audit and copying as required by the following paragraph:
ADMINISTERING AGENCY, ADMINISTERING AGENCY'S contractors and subcontractors, and STATE shall each maintain and make available for inspection and audit by STATE, the California State Auditor, or any duly authorized representative of STATE or the United States all books, documents, papers, accounting records, and other evidence pertaining to the performance of such contracts, including, but not limited to, the costs of administering those various contracts and ADMINISTERING AGENCY shall furnish copies thereof if requested.
All of the above referenced parties shall make such AGREEMENT, PROGRAM SUPPLEMENT, and contract materials available at their respective offices at all reasonable times during the entire PROJECT period and for three (3) years from the date of submission of the final expenditure report by the STATE to the FHWA.
L. ADMINISTERING AGENCY, its contractors and subcontractors shall establish and maintain a financial management system and records that properly accumulate and segregate reasonable, allowable, and allocable incurred PROJECT costs and matching funds by line item for the PROJECT. The financial management system
Program Supplement 03-5425F15-F030- ISTEA Page 5 of 7
62 SPECIAL COVENANTS OR REMARKS
03-BUT-0-PRDS
CPFL-5425(049)
of ADMINISTERING AGENCY, its contractors and all subcontractors shall conform to Generally Accepted Accounting Principles, enable the determination of incurred costs at interim points of completion, and provide support for reimbursement payment vouchers or invoices set to or paid by STATE.
M. ADMINISTERING AGENCY is required to have an audit in accordance with the Single Audit Act of 2 CFR 200 if it expends $750,000 or more in Federal Funds in a single fiscal year of the Catalogue of Federal Domestic Assistance.
N. ADMINISTERING AGENCY agrees to include all PROGRAM SUPPLEMENTS adopting the terms of this AGREEMENT in the schedule of projects to be examined in ADMINISTERING AGENCY's annual audit and in the schedule of projects to be examined under its single audit prepared in accordance with 2 CFR, Part 200.
O. ADMINISTERING AGENCY shall not award a non-A&E contract over $5,000, construction contracts over $10,000, or other contracts over $25,000 [excluding professional service contracts of the type which are required to be procured in accordance with Government Code sections 4525 (d), (e) and (f)] on the basis of a noncompetitive negotiation for work to be performed under this AGREEMENT without the prior written approval of STATE. Contracts awarded by ADMINISTERING AGENCY, if intended as local match credit, must meet the requirements set forth in this AGREEMENT regarding local match funds.
P. Any subcontract entered into by ADMINISTERING AGENCY as a result of this AGREEMENT shall contain provisions B, C, F, H, I, K, and L under Section 2 of this agreement.
3. Appendix E of the Title VI Assurances (US DOT Order 1050.2A) During the performance of this agreement, the ADMINISTERING AGENCY, ADMINISTERING AGENCY'S contractors and subcontractor, (hereinafter referred to as the "contractor") agrees to comply with the following nondiscrimination statutes and authorities; including but not limited to:
Pertinent Nondiscrimination Authorities:
A. Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21.
B. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); C. Federal-Aid Highway Act of 1973, (23 U.S.C. 324 et seq.), (prohibits discrimination on the basis of sex);
D. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. 794 et seq.), as Program Supplement 03-5425F15-F030- ISTEA Page 6 of 7
63 SPECIAL COVENANTS OR REMARKS
03-BUT-0-PRDS
CPFL-5425(049)
amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; E. The Age Discrimination Act of 1975, as amended, (42 U.S.C. 6101 et seq.), (prohibits discrimination on the basis of age);
F. Airport and Airway Improvement Act of 1982, (49 U.S.C. 4 71, Section 4 7123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); G. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or
activities" to include all of the programs or activities of the Federal-aid recipients, subrecipients and contractors, whether such programs or activities are Federally funded or not);
H. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; I. The Federal Aviation Administration's Nondiscrimination statute (49 U.S.C. 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); J. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures nondiscrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; K. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100);
L. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).
Program Supplement 03-5425F15-F030- ISTEA Page 7 of 7
64 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 2(g)
ORIGINATED BY: Aimee Beleu, Finance Director / Town Treasurer REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: CalOES Authorized Agent Resolution Update
COUNCIL ACTION REQUESTED:
1. Adopt Resolution No. 2024__ , “A Resolution of the Town Council of the Town of Paradise authorizing agents to execute an application with the California Governor’s Office of Emergency Services for obtaining certain federal financial assistance.”
Background:
Adoption of the FY 2024-25 Operating and Capital Budget requires the creation of a resolution to update the Town’s authorized agents with the California Governor’s Office of Emergency Services (Cal OES). The Town of Paradise, a public entity established under the laws of the State of California, may authorize its agent(s) to provide Cal OES for all matters pertaining to such state disaster assistance the assurances and agreements required.
An application updating the Town’s authorized agents must then be filed with Cal OES for the purpose of obtaining certain federal financial assistance under Public Law 93-288 as amended by the Robert T. Stafford Disaster Relief and Emergency Assistance Act of 1988, and/or state financial assistance under the California Disaster Assistance Act.
Analysis:
Authorized Agents include:
Town Manager
Recovery and Economic Development Director
Finance Director
The resolution is universal and is effective for all open and future disasters up to three (3) years following the date of approval.
Financial Impact:
Adoption of the attached resolution does not result in a cost to the Town of Paradise. 65 TOWN OF PARADISE
RESOLUTION NO. 2024-___
A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF PARADISE
AUTHORIZING AGENTS TO EXECUTE AN APPLICATION WITH THE
CALIFORNIA GOVERNOR’S OFFICE OF EMERGENCY SERVICES
FOR OBTAINING CERTAIN FEDERAL FINANCIAL ASSISTANT
BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF PARADISE AS FOLLOWS:
Section 1: That the Town Manager, the Finance Director, and the Recovery and Economic Development Director are hereby authorized to execute for and on behalf of the Town of Paradise, a public entity established under the laws of the State of California, this application and to file it with the California Governor's Office of Emergency Services for the purpose of obtaining certain federal financial assistance under Public Law 93-288 as amended by the Robert T. Stafford Disaster Relief and Emergency Assistance Act of 1988, and/orstate financial assistance under the California Disaster Assistance Act.
Section 2: That the Town of Paradise, a public entity established under the laws of the State of California, hereby authorizes its agent(s) to provide to the governor's Office of Emergency Services for all matters pertaining to such state disaster assistance the assurances and agreements required.
Section 3: This is a universal resolution and is effective for all open and future disasters up to three (3) years following the date of approval below.
UPON MOTION OF COUNCIL MEMBER ______________________, SECONDED BY COUNCIL MEMBER __________________________, THE FOLLOWING WAS
PASSED AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PARADISE THIS 9TH DAY OF JULY, 2024 BY THE FOLLOWING VOTE:
AYES:
NOES:
ABSENT:
NOT VOTING:
___________________________
Ronald Lassonde, Mayor
ATTEST:
66 BY: ______________________________
Melanie Elvis, Deputy Town Clerk
APPROVED AS TO LEGAL FORM:
BY: _____________________________
Scott E. Huber, Town Attorney
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Town Manager
Recovery and Economic Development Director
Finance Director
Town of Paradise
Town of Paradise
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13 August 24
Ronald Lassonde, Mayor
Greg Bolin, Town Council
Steve Crowder, Town Council
Melanie Elvis Deputy Town Clerk
Town of Paradise
Town Council
Town of Paradise 13 August 24
Deputy Town Clerk
69 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 2(h)
ORIGINATED BY: Aimee Beleu, Finance Director / Town Treasurer REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Financial Audit Services RFP
COUNCIL ACTION REQUESTED:
1. Authorize the Finance Director to advertise Request for Proposal (RFP) for a three-year Financial Audit Servicing contract.
Background:
Richardson CPA is the current contractor for the Town’s Financial Statements. As the current contract with Richardson CPAs is effective only through the end of FY 2023-24, the Town is required to seek proposals for professional financial auditing services for the next three years. As such, the Town intends to post a Request for Proposal (RFP) for professional auditing services in August 2024. The RFP will be advertised through Public Purchase on the Town’s website.
Analysis:
The Town is seeking a three-year contract for Financial Audit Services.
Financial Impact:
Financial services are budgeted in the General Fund.
70 TOWN OF PARADISE
NOTICE OF PROPOSAL REQUEST
Financial Services
The Town Council of the Town of Paradise invites separate, sealed proposals for the purchase of the following service. All proposals must be in sealed envelopes and delivered to the Town of Paradise Clerk’s Department at 5555 Skyway, Paradise, CA, no later than September 20, 2024, at 4:00 P.M., at which time they will be opened publicly. A recommended award of contract will be presented to the Town Council of the Town of Paradise. The Town of Paradise reserves the right to reject any or all bids and waive any non-material informality in any bid.
FINANCIAL SERVICES: Contact Aimee Beleu Finance Director-Town Treasurer, 5555 Skyway, Paradise, CA; [email protected] for form of proposal or see the complete request for proposal posted on the Town’s website under the finance department.
Professional Auditing Services for the three (3) fiscal years ending June 30, 2025, 2026 and 2027. Please label the proposal as Auditing Services Proposal.
August 14, 2024
By: Melanie Elvis, Deputy Town Clerk
71 TOWN OF PARADISE
REQUEST FOR PROPOSALS
For
PROFESSIONAL AUDITING SERVICES
Aimee Beleu
Administrative Services Director/Town Treasurer
Town of Paradise
5555 Skyway
Paradise, CA 95969
TOWN OF PARADISE
REQUEST FOR PROPOSALS
PROFESSIONAL AUDITING SERVICES
72 Town of Paradise
RFP for Auditing Services Page 2
I. INTRODUCTION
The Town of Paradise (Town) is requesting proposals from qualified certified public accountant firms to audit its financial statements for the three (3) fiscal years ending June 30, 2025, 2026, and 2027 in addition to performing other reviews as specified below. At the option of the Town, the auditing engagement may be extended for two (2) subsequent fiscal years by written amendment. These audits are to be performed in accordance with auditing standards generally accepted in the United States of America, the standards set forth for financial audits contained in Generally Accepted Government Auditing Standards issued by the Comptroller General of the United States, the U.S. Office of Management and Budget Uniform Grant Guidance/Super Circular Audits of State and Local Governments and Non-Profit Organizations, and other applicable laws regulations and rules.
There is no expressed or implied obligation for the Town of Paradise to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. Materials submitted by respondents are subject to public inspection under the California Public Records Act (Government Code Sec. 6250 et seq.), unless exempt.
To be considered, three (3) copies of the proposal must be received by the Town Clerk at 5555 Skyway, Paradise, CA 95969 by 4:00 P.M. on September 20, 2024. The outside of the envelope should be marked: “AUDITING SERVICES PROPOSAL”, please include a thumb drive with a PDF document of the proposal. The Town reserves the right to reject any or all proposals submitted.
During the evaluation process, the Town of Paradise reserves the right, where it may serve the Town’s best interest, to request additional information or clarification from proposers, or to allow corrections of errors or omissions. At the discretion of the Town of Paradise, firms submitting proposals may be requested to make oral presentations as part of the evaluation process.
The Town reserves the right to retain all proposals submitted and to use any idea(s) in a proposal regardless of whether that proposal is selected. Submission of a proposal indicates acceptance by the firm of the conditions contained in the request for proposals, unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the Town of Paradise and the firm selected.
It is anticipated the selection of a firm will be completed by September 27, 2024. Following the notification of the selected firm, a recommendation and proposed contract will be prepared for review and approval by the Town Council at its October 8, 2024 meeting. The Town reserves the right to reject any or all proposals, to waive any non-material irregularities or information in any proposal, and to accept or reject any items or combination of items.
II. NATURE OF SERVICES REQUIRED
A. Scope of the Work to be Performed
73 Town of Paradise
RFP for Auditing Services Page 3
The Town of Paradise desires annual financial statements to be prepared and audited by the independent auditor for the fiscal year ending June 30, 2025, and each of the subsequent years included in the audit firm’s contract with the Town. The selected independent auditor will be required to perform the following tasks. Any exceptions to these requirements should be clearly indicated in the proposal.
1. The audit firm will perform an audit of all funds of the Town of Paradise. The audit will be conducted in accordance with auditing standards generally accepted in the United States of America and Government Auditing Standards, issued by the Comptroller of the United States. The Town’s Financial Reports will be prepared and word processed by the audit firm. The audit firm will render their audit report on the basic financial statements, which will include both Government-Wide Financial Statements, and Fund Financial Statements. The audit firm will also apply limited audit procedures to Management’s Discussion and Analysis (MD&A) and required supplementary information pertaining to the General Fund and each major fund of the Town.
Management’s discussion and analysis, and certain note schedules will be prepared by the Town and submitted electronically to the auditors for inclusion in the Town’s financial statements.
2. The audit firm will perform a single audit on the expenditures of federal grants in accordance with U.S. Office of Management and Budget Grant Guidance/Super Circular. It will render the appropriate audit reports on the Internal Control over Financial Reporting based upon the audit of the Town’s financial statements in accordance with Government Auditing Standards, and the appropriate reports on compliance with Requirements Applicable to each Major Program, Internal Control over Compliance and on the Schedule of Expenditures of Federal Awards.
The single audit report will include appropriate schedule of expenditures of federal awards, footnotes, findings, and questioned costs, including reportable conditions and materials and weaknesses, and follow upon prior audit finding where required.
3. The audit firm shall perform agreed-upon auditing procedures pertaining to the Town’s GANN Limit (Appropriations Limit) and render a letter annually to the Town regarding compliance.
4. The audit firm shall issue a separate “management letter” that includes recommendations for improvements in internal control, accounting procedures and other significant observations that are considered to be non-reportable conditions.
Management letters shall be addressed to the Town Council and the Town Manager.
5. The audit firm shall prepare annual State Controller’s Reports for the Town of Paradise except for the Annual Street Report. The Annual Street Report will be prepared by the Town of Paradise.
6. The audit firm may be consulted throughout the year as an information resource and may be asked to provide guidance on implementing Federal and State regulations 74 Town of Paradise
RFP for Auditing Services Page 4
or GASB pronouncements as they may affect local government accounting. This would not include any task that entails significant research or a formal report.
B. Auditing Standards to be Followed
To meet the requirements of this Request for Proposals, the audit shall be performed in accordance with:
1. Generally accepted auditing standards as set forth by the American Institute of Certified Public Accounts;
2. The standards applicable to financial audits contained in the most recent version of Government Auditing Standards, issued by the Comptroller General of the United States;
3. The provisions of the Single Audit Act as amended; and
4. The provisions of U. S. Office of Management and Budget (OMB), Audits of State and Local Governments and Non-Profit Organizations.
5. Guidance for federal awards and agreements as provided in the Code of Federal Regulation (CFR) 2 Part 200, Uniform Administrative Requirement, Cost Principles and Audit Requirements for Federal Awards.
6. Any other applicable standards for conducting examination of those items outlined in the Scope of Services and/or reports to be issued.
C. Working Paper Retention
All working papers and reports must be retained at the auditor's expense for a minimum of seven (7) years, unless the firm is notified in writing by the Town of Paradise of the need to extend the retention period. The auditor will be required to make working papers available to the Town of Paradise or any government agencies included in the audit of federal grants. In addition, the firm shall respond to the reasonable inquiries of successor auditors and allow successor auditors to review working papers relating to matters of continuing accounting significance.
D. Coordination Requirements
1. All audit work will be coordinated with the Finance Director, who will facilitate staff scheduling and year-end closing.
2. The auditor shall provide periodic progress reports while performing the audit fieldwork. These reports shall identify problems encountered or foreseen, deficiencies in work performed by Town staff, disagreements over the application of accounting principles, and other items that could result in delay of the audits or other reviews.
75 Town of Paradise
RFP for Auditing Services Page 5
3. The Town expects that the professional staff provided by the independent audit firm will be fully qualified with the appropriate experience, and that answers and guidance will be provided by audit executives to senior and junior staff.
E. Irregularities and Illegal Acts
Auditors shall be required to make an immediate, written report of all irregularities and illegal acts or indications of illegal acts of which they become aware to the following parties: Town Manager and Town Attorney.
III. General Information
A. Background Information
The Town of Paradise is located in beautiful northern California, in Butte County, approximately 90 miles north of Sacramento. The Town of Paradise is a full service Town with over 10,000 residents. Incorporated in 1979, the Town provides a wide range of municipal services, including police and fire protection, community planning, building and safety, street maintenance, and onsite wastewater monitoring services. The Town is managed under the Council/Town Manager form of government. The annual operating and capital budgets total approximately $122 million, including $22 million in the General Fund. It has a work force of 100 full-time and 4 part-time employees. The Town’s fiscal year begins on July 1 and ends on June 30.
B. Fund Structure
The Town of Paradise uses the following fund types and account groups in its financial reporting:
Fund Type/Account Group Town
General Fund 4
Special Revenue Fund 51
Capital Project/Grant Fund 16
Fiduciary Fund 5
Successor Agency 2
General Fixed Assets Account Group 1
General Long-Term Debt Account Group 1
C. Computer Systems
The Town’s computerized systems are run on a Network. The accounting functions are computerized using New World Systems accounting software. The applications operating on this system are general ledger, accounts payable, accounts receivable, payroll and budget.
D. Work Area, Telephone, and Office Equipment
The Town will provide the auditor with reasonable workspace, desks and chairs. The auditor will also be provided with access to a telephone, a computer with access to the general ledger system, and photocopying and FAX machines.
76 Town of Paradise
RFP for Auditing Services Page 6
E. Availability of Prior Reports and Work Papers
Mann, Urrutia, Nelson, CPAs and Associates of Sacramento, CA conducted the Town’s most recent audit. The work papers of the previous audits are the property of the previous auditor and can be reviewed by the successful Proposer. The Town’s annual financial statements with independent auditor’s report and budgets are available on the Town’s website at www.townofparadise.com.
F. Manner of Payment
Progress payment will be made on the basis of hours of work completed during the course of the engagement and out-of-pocket expenses incurred in accordance with the firm’s proposal.
Interim billings shall cover a period of not less than a calendar month.
IV. TIME REQUIREMENTS
A. Proposal Calendar
The following is a list of key dates up to, and including, the date proposals are to be submitted:
Date Activity
August 14, 2024 Request for Proposal issued
September 20, 2024 Due date for proposals (due by 4:00 p.m.) September 25-27, 2024 Oral Interviews (conducted at Town’s discretion) October 8, 2024 Contract awarded by Town Council
B. Audit Schedule
The planning phase of the audit engagement may commence upon award by Town Council and execution of the contract. The auditor will provide the Town with an audit plan and list of required documents at least two weeks prior to the beginning of fieldwork. The Town plans to have the books closed and all agreed upon schedules available for the auditors by November 1st each year.
C. Date Reports Are Due
The auditor shall provide all drafts and recommendations for improvements to the Town Manager and the Finance Director within a reasonable time period after the last day of fieldwork.
The auditor should be available for any meetings that may be necessary to discuss the draft audit reports. Once all issues of discussion are resolved, the completed financial statements, Single Audit report and other reports shall be delivered to the Finance Director. It is anticipated that this process will be completed and the final products to be delivered by December 31st each year.
77 Town of Paradise
RFP for Auditing Services Page 7
V. PROPOSAL REQUIREMENTS
A. General Requirements
1. Inquiries concerning the Request for Proposals and the subject of the Request for Proposals must be made to:
Aimee Beleu
Finance Director/Town Treasurer
5555 Skyway
Paradise, CA 95969
(530) 872-6291 x 119
[email protected]
CONTACT WITH PERSONNEL OF THE TOWN OTHER THAN THE ABOVE REGARDING
THIS REQUEST FOR PROPOSALS MAY BE GROUNDS FOR ELIMINATION FROM THE SELECTION PROCESS.
2. Three (3) copies of the Proposal shall be received by the office of the Town Clerk of the Town of Paradise by 4:00 p.m. on September 20, 2024 for a proposal to be considered. The Proposal should address the items listed in sections B below.
The Proposal should be addressed as follows:
“Auditing Services Proposal”
Town of Paradise
Attn: Town Clerk
5555 Skyway
Paradise, CA 95969
B. Proposal Content
1. Title Page
Show the request for proposal subject; the firm’s name; the name, address, telephone number, and email address of the contact person; and the date of the proposal.
2. Table of Contents
Identify the materials submitted by section and page number.
3. Signed Transmittal Letter
Briefly state the Proposer’s understanding of the work to be done; the commitment to perform the work within the time period; a statement why the firm believes itself to be best qualified to perform the engagement; and signed by the person authorized to represent the audit firm.
78 Town of Paradise
RFP for Auditing Services Page 8
4. Contents of Proposal
The purpose of the proposal is to demonstrate the qualifications, competence and capacity of the firm seeking to undertake an independent audit of the Town in conformity with the requirements of this request for proposals. As such, the substance of proposals will carry more weight than the form or manner of presentation. The proposal should demonstrate the qualifications of the firm and of the particular staff to be assigned to this engagement. It should also specify an audit approach that will meet the request for proposals requirements.
The proposal should address all points outlined in the request for proposals. The proposal should be prepared simply and economically, providing a straightforward, concise description of the proposer’s capabilities to satisfy the requirements of this request for proposals. While additional data may be presented, the following subjects must be included. They represent the criteria against which the proposal will be evaluated.
a) License to Practice in California
An affirmative statement should be included verifying the firm and all assigned key professional staff are properly licensed to practice in California. b) Independence
The firm should provide an affirmative statement that it is independent of the Town of Paradise as defined by auditing standards generally accepted in the United States of America and the General Accounting Office's Government Auditing Standards.
c) Firm Qualifications and Experience
To qualify the firm must have experience in governmental audits of cities in the State of California, as well as experience with preparation of annual financial statements.
(1) State whether your audit organization is national, regional, or local and indicate the location of the office that has responsibility for the audit. (2) Indicate the number and nature of the professional staff to be employed in this engagement on a full-time basis and the number and nature of the staff to be so employed on a part-time basis. Staff consistency is an important consideration.
(3) Describe specialized services that the firm has provided for municipalities, such as transient occupancy tax audits, franchise fee audits, and/or management consulting services.
(4) Provide a list of all current municipal clients.
(5) Submit a copy of the report on its most recent external quality control review (peer review). Include a statement whether that quality control 79 Town of Paradise
RFP for Auditing Services Page 9
review included a review of specific government engagements (required by Government Auditing Standards.
(6) Provide information on the results of any Federal or State desk reviews or field reviews of its audits during the past three (3) years. In addition, provide information on the circumstances and status of any disciplinary action taken or pending against the firm during the past three (3) years with State regulatory bodies or professional organizations. (7) Partner, Supervisory and Staff Qualifications and Experience Identify the principal supervisory and management staff, including engagement partners, managers, other supervisors and specialists who would be assigned to this engagement. Include resumes, indicating whether each such person is registered or licensed to practice as a certified public account in California. Provide information on the government auditing experience of each person, including information on relevant continuing professional education for the past (3) three years and membership in professional organizations relevant to the performance of this audit.
Provide as much information as possible regarding the number, qualifications, experience and training, including relevant continuing professional education, of the specific staff to be assigned to this engagement. Indicate how the quality of staff over the term of the agreement will be assured.
Engagement partners, managers, other supervisory staff and specialists may be changed if those personnel leave the firm, are promoted, or are assigned to another office. These personnel may also be changed for other reasons with the express prior written permission of the Town.
However, in either case, the Town retains the right to approve or reject replacements.
Other audit personnel may be changed at the discretion of the Proposer provided that replacements have substantially the same or better qualifications or experience.
(8) Similar Engagements with Other Government Entities
For the firm’s office that will be assigned responsibility for the audit, list the most significant engagements (maximum - 5) performed in the last five (5) years that are similar to the engagement described in this request for proposals. These engagements should be ranked on the basis of total staff hours. Indicate the scope of work, date, engagement partners, total hours, and the name and telephone number of the principal client contact.
Information should be provided regarding clients that the firm serves that have received the CSMFO and GFOA awards.
80 Town of Paradise
RFP for Auditing Services Page 10
The Town reserves the right to contact any or all of the listed references regarding the audit services performed by the proposer. In addition, the Town reserves the right to contact clients who are not listed as references. (9) Specific Audit Approach
The proposal should set forth a work plan, including an explanation of the audit methodology to be followed, to perform the required services as stated within this request for proposals. In developing the work plan, reference should be made to such sources of information as Town of Paradise’s budget and related materials, organizational charts, manuals, programs, and financial and other management information systems.
Proposers will be required to provide the following information on their audit approach:
(a) Proposed segmentation for the engagement;
(b) Level of staff and number of hours to be assigned to each proposed segment of the engagement;
(c) Sample size and the extent to which statistical sampling is to be used in this engagement;
(d) Extent of use of electronic data processing software in this engagement;
(e) Type and extent of analytical procedures to be used in this engagement;
(f) Approach to be taken to gain and document an understanding of the Town’s internal control structure;
(g) Approach to be taken in determining laws and regulations that will be subject to audit test work; and
(h) Approach to be taken in drawing audit samples for purposes of tests of compliance.
(10) Fees for Service
The proposal should contain all pricing information relative to performing the audit engagement as described in this request for proposals. The total all-inclusive maximum price to contain all direct and indirect costs including all out-of-pocket expenses.
The Town will not be responsible for expenses incurred in preparing and submitting the proposal. Such costs should not be included in the proposal.
81 Town of Paradise
RFP for Auditing Services Page 11
The cost portion of the proposal should be submitted in the format provided in Attachment A, “AUDIT WORK COST PROPOSAL FORM” and Attachment B, “ESTIMATE OF COST.”
VI. EVALUATION PROCEDURES
Proposals will be evaluated in two phases. Firms meeting the mandatory criteria will have their proposals evaluated and scored for both technical qualifications and price. The following represent the principal selection criteria, which will be considered during the evaluation process.
A. Mandatory Criteria
1. The audit firm is independent and licensed to practice in California. The firm has no conflict of interest with regard to any of the work performed by the firm for the Town.
2. The firm adheres to the instructions in this request for proposals on preparing and submitting the proposal.
3. The firm submits a copy of its last external quality control review report and the firm has a record of quality audit work.
B. Selection Criteria
1. The firm’s past experience and performance on comparable government engagements.
2. The quality of the firm’s professional personnel to be assigned to the engagement and the quality of the firm’s management support personnel to be available for technical consultation.
3. Adequacy of proposed staffing plan for various segments of the engagement.
4. Thoroughness of approach to conducting the audit of the Town and demonstration of the understanding of the objectives and scope of the audit.
5. Commitment to timeliness in the conduct of the audit.
6. Maximum fees to conduct the audit.
82 Town of Paradise
RFP for Auditing Services Page 12
Attachment A
AUDIT WORK COST PROPOSAL FORM
Service 2024/2025 2025/2026 2026/2027
Town Audit and Related
Reports
$ $ $
GANN Limit Review Report $ $ $
Single Audit and Related
Reports $ $ $
Annual State Controller
Reports (not including
Annual Street Report) $ $ $
Total for Fiscal Year
(not-to exceed) $ $ $
83 Town of Paradise
RFP for Auditing Services Page 13
Attachment B
ESTIMATE OF COST
Name of Firm:
___________________________________________________________________ Address:
___________________________________________________________________ ___________________________________________________________________ ___________________________________________________________________ Contact Name:
___________________________________________________________________ Contact Phone #: ____________________________ Fax ___________________ Contact Email:
___________________________________________________________________ Auditor’s Standard Billing Rates
Auditors Standard Hourly Billing Rates
POSITION 2024/2025 2025/2026 2026/2027
Partner $ $ $
Manager $ $ $
Senior Accountant $ $ $
Staff Accountant $ $ $
Clerical $ $ $
84 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 6(a)
ORIGINATED BY: Susan Hartman, Community Development Director – Planning & Wastewater
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Electronic Changeable Message Sign Discussion
LONG TERM
RECOVERY PLAN:
No
COUNCIL ACTION REQUESTED:
1. Provide staff with consensus on the proposed draft Ordinance relating to electronic changeable message signs to present for adoption at a future council meeting; or,
2. Provide alternative direction to town staff.
Background:
At the July 9, 2024 Town Council meeting, staff and council members had a discussion as to the possibility of amending the existing sign ordinance to allow for expanded use of electronic changeable message signs in non-residential zones around town. Currently, electronic message signs are only permitted for community service land uses in the Community Facilities (C-F) and Community Services (C-S) zoning districts. Different standards, from jurisdictions already regulating electronic message signs, were reviewed and discussed. At the end of the conversation, staff was directed to prepare a draft Ordinance for Council consideration before formally agendizing the Ordinance for Planning Commission review.
Analysis:
Based on feedback from the Council on the potential regulatory statutes discussed at the July council meeting, the draft ordinance addresses the following items:
For zones outside of the C-S & C-F, a use permit (public hearing) will be required when the parcel is abutting a residentially zoned property or when an existing sign structure is being retrofitted that exceeds the size/height limits for electronic signs (40 sq ft and 6’ tall). Electronic message signs will only be potentially expanded into the C-C (Community Commercial) and I-S (Industrial Service) zones. No message signs will be permitted in the downtown C-B (Central Business) zone.
To be consistent with the town’s current lighting standards which require that lighted fixtures minimize glare and illumination onto neighboring parcels, new electronic sign faces will require an automatic dimmer during nighttime hours. Only one electronic message sign will be allowed per site. Electronic message signs will not be permitted as roof signs or billboard signs. Message shall stay static for a minimum of 8 seconds with a transition during messages of 2 seconds or less with no flashing.
85 Attached to this council agenda summary for your consideration and consensus is an ordinance prepared by town staff that reflects the recommended PMC text amendments. The proposed new text within the ordinance is shown as shaded and text proposed to be deleted is shown in strikethrough text. If agreed to by a majority of the Council, the draft ordinance will be agendized for Planning Commission review and recommendation and brought back to the Council for introduction at a later date.
Financial Impact:
Discussion of municipal code ordinances will have no financial impact upon the Town of Paradise.
Attachment:
Draft Ordinance
86 TOWN OF PARADISE
ORDINANCE NO. ____
AN ORDINANCE AMENDING TEXT REGULATIONS WITHIN
PARADISE MUNICIPAL CODE TITLE 17 [ZONING] RELATIVE TO ELECTRONIC CHANGEABLE
MESSAGE SIGN REGULATIONS
SECTION 1. The definition of the term “Sign, Electronic Changeable Message” in Paradise Municipal Code Chapter 17.04 shall be added to read as follows:
Sign, electronic changeable message. “Electronic changeable message sign” means a SIGN with a fixed or changing display composed of a series of lights, including LEDs and LCDs, that may be changed through electronic means, but not including time and temperature displays.
SECTION 2. Amend the excepted sign listings in Section 17.37.300.A [Prohibited Signs] to read:
The following signs are prohibited in all zones, except as specifically allowed or limited herein:
A. Animated signs, excepting the following specifically permitted types of animation:
1. Barber poles not exceeding three (3) feet in height nor projecting more than one foot from a building;
2. Situated on "CC" (community commercial) zoned properties any time and temperature indicators included as part of a business sign and maintained in working order;
32. Electronic changeable message signs for public, quasi-public and community service land uses located upon property situated within the C-S or C-F zones as permitted in Section 17.37.670.
SECTION 3. A new Section 17.37.670 shall be added to Paradise Municipal Code Chapter 17.37 [Sign Regulations] to read as follows:
Section 17.37.670 – Electronic changeable message signs.
A) Only permitted for public, quasi-public and community service land uses located upon property situated within the C-S or C-F zones and for non-residential land uses within the C-C and I-S zones.
B) A maximum of one electronic changeable message sign is permitted per site with a maximum electronic area of 40 square feet. New freestanding electronic changeable message signs shall have a maximum height of 6 feet.
C) Messages shall be static and unanimated for a minimum of 8 seconds. 87 D) Transition during messages shall be 2 seconds or less and shall either be instantaneous or fade in/out. Flashing is prohibited.
E) For signs adjacent to a residential zoning district or where an existing sign cabinet is proposed to be retrofitted and the existing sign exceeds the size and/or height limits for an electronic changeable message sign, a CONDITIONAL USE PERMIT will be required.
F) Electronic changeable message sign faces permitted after the effective date of the ordinance codified in this chapter shall be equipped with a photocell, timer, or other similar device which automatically dims the display during nighttime hours to prevent glare impacts.
G) Electronic changeable message signs shall not be brighter than the illumination limit recommended by the International Sign Association (ISA) for Electronic Message Center signs, or 0.3 footcandles above ambient light when measured at the recommended distance as set forth by the ISA.
H) Electronic changeable message signs are not permitted to be installed as ROOF SIGNS or operate as BILLBOARDS.
SECTION 4. Amend the text in Section 17.37.600.A [Permitted signs (billboards)] to read:
17.37.600 Permitted signs (billboards).
A. Billboards may be permitted in the C-C, C-F, C-S and I-S zoning districts subject to town approval and issuance of an administrative permit in addition to the following limitations:
1. The sign face (poster panel) shall be limited to a display surface not to exceed one hundred (100) square feet.
2. Not more than one single-sided or double-sided billboard panel shall be located at any site.
3. Billboards shall not exceed sixteen (16) feet in height.
4. Billboards shall not be closer than fifty (50) feet from the centerline of a street unless the administrative permit provides for installation closer than fifty (50) feet.
5. Billboard sites shall be located at least five hundred (500) radial feet distance from any existing billboard of a size greater than one hundred (100) square feet; three hundred (300) radial feet from any other billboard. Separation distance requirements for benches displaying advertising other than those benches determined to be exempt from the provisions of this chapter shall be determined as a condition of an administrative permit approval, if required.
88 6. Billboards shall not be permitted to be established upon properties located within the town adopted "Downtown Revitalization Master Plan Area.
7. Billboards shall not be electronic changeable message signs.
SECTION 5. Amend the table in Section 17.37.700 [Business signs – Regulations in all zoning districts] to read:
Table 17.37.700
Regulations for Business Signs in All Districts
(The maximum allowable sizes and numbers are shown)
Type of Sign Zones Regulations
Roof signs R-C, AG-10, AG-20, AR-1, AR-3, AR-5, RR-1,
RR-2/3, RR-1/2, TR-1, TR-1/2, TR-1/3, M-F, NC, C-S, C-F Not permitted
C-B, C-C 1.0 square foot of sign area per linear foot of roof length; not above highest point of roof
or parapet; electronic changeable message
signs not permitted
I-S 1.0 square foot of sign area per linear foot of
roof length; not above highest point of roof
or parapet; electronic changeable message
signs not permitted
Projecting signs R-C, AG-10, AG-20, AR-1, AR-3, AR-5, RR-1, RR-2/3, RR-1/2, TR-1, TR-1/2, TR-1/3, M-F
Not permitted
C-S, C-F 16 square feet maximum; 5 feet from wall
N-C, C-B 16 square feet maximum; 5 feet from wall
C-C, I-S 32 square feet maximum; 5 feet from wall
Flush (wallmounted) signs R-C, AG-10, AG-20, AR-1, AR-3, AR-5, RR-1, RR-2/3, RR-1/2, TR-1, TR-1/2, TR-1/3
10% of the area of the building wall on which
the sign is established; 25 percent of wall
length
C-S, N-C, C-B, C-F 1.0 square foot of sign area per linear foot of wall length; 50 percent of wall length
C-C, I-S 1.5 square feet of sign area per linear foot of wall length; 50 percent of wall length
Freestanding
signs
R-C, AG-10, AG-20, AR-1, AR-3, AR-5, RR-1,
RR-2/3, RR-1/2, TR-1, TR-1/2, TR-1/3
Refer to identification signs section
17.37.400.G.
N-C, C-B, C-S, C-F, M-F 40 square feet; maximum 6 feet height; 1 per site
C-C, I-S (excepting scenic highway corridors) Monument, post or pole, 100 square feet, maximum height 10 feet (monument), and
16 feet (post, pole or pylon); 2 per site
Scenic highway corridors Monument or post, 100 square feet, maximum height 8 feet; 1 per site
89 SECTION6. CEQA COMPLIANCE. The Town Council finds and determines that the enactment of this Ordinance is exempt from the requirements of the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines section 15061(b)(3) (General Rule Exemption).
SECTION 7. This ordinance shall take effect thirty (30) days after the date of its passage. Before the expiration of fifteen (15) days after its passage, this ordinance or a summary thereof shall be published in a newspaper of general circulation published and circulated within the Town of Paradise along with the names of the members of the Town Council of Paradise voting for and against same.
PASSED AND ADOPTED by the Town Council of the Town of Paradise, County of Butte, State of California, on this day of , 2024 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
__________________________________
Ronald Lassonde, Mayor
ATTEST:
___________________________________
Melanie Elvis, Deputy Town Clerk
APPROVED AS TO FORM:
________________________________
Scott E. Huber, Town Attorney
90 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 6(b)
ORIGINATED BY: Tony Lindsey, Community Development Director – Building & Code Enforcement
REVIEWED BY: Jim Goodwin, Town Manager
Scott Huber, Town Attorney
SUBJECT: Implementation plan related to the Introduction of Ordinance 637 modifying and amending chapter 8.04 of the Paradise Municipal Code related to nuisance abatement procedures discussion.
LONG TERM
RECOVERY PLAN:
No
COUNCIL ACTION REQUESTED:
1. Provide staff with consensus on proposed standards for an Implementation plan related to Ordinance 637 regarding nuisance abatement procedures to present at future council meeting; or,
2. Provide alternative direction to town staff.
Background:
Ordinance 637, modifying and amending chapter 8.04 of the Paradise Municipal Code related to nuisance abatement procedures, was introduced at the July 9, 2024, Town Council meeting. The Town Council directed staff to bring back an implementation plan for discussion.
Analysis:
The Public Nuisance Abatement Implementation Plan offers a structured approach with several key components: budgeting, inspection, communication, public education, enforcement, abatement procedures, legal framework, and cost recovery. This comprehensive plan ensures an organized and effective strategy for mitigating vegetation-related nuisances.
Establish Abatement Budget
The proposed enhancements to the public nuisance abatement procedures introduce a compliance tool that enables the Town to address vegetation overgrowth across various parcels more efficiently. While this tool grants legal remedies, it does not provide financial resources. The Council will determine the right balance between fiscal sustainability and community safety improvements. Prevention staff will continue enforcing the Defensible Space and Hazardous Fuel Management regulations year-round and utilize new resources to target the most problematic properties. Properties will be categorized based on the Fire Chief's recommendations to enhance community safety. These egregious parcels are prioritized based on a community safety approach, focusing on evacuation routes, critical fire pathways, the perimeter of the Town, and 91 locations adjacent to standing homes. Currently, there are 1,091 properties categorized under these criteria:
Current Data as of
8/1
Non-compliant
parcels
Estimated Costs to
abate
Compliance rate
increase
Evacuation Routes 323 $516,800 3%
Fire Pathways and
Perimeter of Town
81 $129,600 1%
Parcels adjacent to
standing structures
835 $1,336,000 7%
Parcels meeting all
three categories
1 $1,600 0%
Parcels meeting two
categories
147 $235,200 <2%
Parcels not meeting
the priority criteria.
772 $1,235,200 7%
Total of all noncompliant Parcels1,863 $2,987,200 17%
Due to years of noncompliance, many properties require extensive work to meet the Town’s Defensible Space and Hazardous Fuel Management requirements. Staff estimates that the average contractor cost of $1,600 per parcel is based on the average costs of abatements previously performed by the Town. A comprehensive approach with the Town performing abatement on all priority options would entail an estimated cost of $1,745,600 to abate 1,091 noncompliant parcels, raising the overall compliance rate from 83% to 93%.
Staff can scale abatement operations to the funds allocated by the Council. However, the Council must weigh fiscal sustainability versus the benefit of additional percentage compliance gains.
Inspections
Maintaining defensible space is a regulation that requires attention throughout the entire year.
Two additional limited-term grant-funded Prevention field staff members have notably improved the town-wide compliance rate. This field staff augments our team and boosts community support by swiftly and consistently inspecting all 11,183 parcels for overgrown vegetation, enforcing defensible space regulations, and following up on notices of violations and citations. The additional staff has allowed the Town to reach an 83% compliance rate by July 31, as compared to a 62% compliance rate this same time in 2023.
Field staff are assigned specific areas according to the Town's evacuation maps, which define their work zones. Compliance is assessed based on the codified requirements outlined in the Paradise Municipal Code (PMC) 8.58.060. This section details defensible space and hazardous fuel management in alignment with the State’s Public Resources and Government Codes for defensible space. The team regularly updates an interactive Weed Abatement map using a colorcoded system: green indicates compliance, red signifies noncompliance, and blue denotes ongoing code enforcement.
Communications
The role of the limited-term grant-funded Office Assistant has dramatically improved our communication strategies. We've observed that not all property owners comply with the legal 92 requirement to update their mailing addresses with the county, and over a hundred are tax delinquent, making it challenging to ensure that our notices reach the responsible parties. The division has updated its mailing system, now using gold envelopes marked with a red "URGENT" stamp. Additionally, by leveraging technologies such as Locate Plus software to gather consumer data, our staff addresses issues with returned mail, searches for updated addresses, and attempts to make contact through texting and email. This multi-channel approach enhances the delivery of essential communications about defensible space and hazardous fuel management compliance, although it does not guarantee 100% effectiveness.
Public Education
Education about defensible space is crucial for wildfire prevention and improving community safety. With the enhancement of the prevention team, these educational initiatives can reach deeper, creating a cultural change within the community. The team plays a crucial role in expanding outreach through various methods, such as workshops like the monthly building stakeholders meetings, enhanced website content, native and fire-smart demonstration gardens at the Building Resiliency Center, and informative handouts emphasizing the importance of creating a buffer zone around homes and how to operate equipment safely. The team provides tailored consultations and distributes detailed online resources that guide property owners in managing surrounding vegetation. The team also visits vegetation-cutting operations to ensure operators are equipped with the most current information and guidelines. Additionally, the Town is collaborating with the Butte Fire Safe Council, broadening our vegetation management strategies to provide the most information to the public.Through consistent and thorough outreach, the prevention team ensures that more residents are well-informed and prepared to implement measures that bolster fire safety and increase the community's resilience against wildfires.
Year-round Code Enforcement
Defensible space and hazardous fuel management are year-round responsibilities outlined in PMC 8.58.060. According to this regulation, any person who owns, leases, controls, operates or maintains real property within the town must ensure that it continuously complies with Town regulations. Prevention staff strives to achieve voluntary compliance using the lowest level of enforcement.
Notices of Violations are issued for properties that do not comply with regulations, and if compliance is not achieved within a typical timeframe of 30 days, citations are issued. If a property owner responds, staff collaborates with them to facilitate compliance. Additional time may be granted if the owner demonstrates progress, presents a contract, or provides notification from a contractor that abatement will occur. If no response is received from the owner, the citation process proceeds.
Citations will be issued every 30 days, or potentially daily, as outlined in PMC 1.09.040 – Use of administrative citations. According to subsection (b), each day that a violation continues is considered a separate offense, and an administrative citation can be issued each day until compliance is achieved. Persistent noncompliance that results in unanswered notices and citations will lead to scheduling a public nuisance abatement hearing. Typically, a hearing will be scheduled after issuing the third (3rd) citation for property owners unwilling to comply with the Town’s regulations.
93 Abatement
Under current ordinances, parcel owners must maintain their properties year-round to manage vegetation and prevent weed-related nuisances, which are essential for public safety. When communication efforts fail to produce compliance, the introduction of an additional abatement tool becomes necessary as the final step in the compliance chain to remove the hazard.
At the June 11th Council meeting, the Council tasked staff with researching a new process for public nuisance abatement, citing the length, complexity, and costs associated with the current method. After conducting thorough research, staff developed a more streamlined process, which they plan to present to the Council for potential future adoption.
The ordinance providing the new process was introduced at the July 9th council meeting, with a second reading scheduled for the August 13th Council meeting. This ordinance will provide additional methods for the Town to effectively abate the public nuisance posed by overgrown vegetation by following the steps outlined in the proposed implementation plan below.
Implementation Plan
1. Council Meeting #1
a. Staff—The Fire Chief or an authorized representative is responsible for compiling a list of properties that violate the town's standards and are proposed for designation as a nuisance. This list, identifying the properties subject to public nuisance abatement and estimating the cost of abatement will then be presented to the Town Council for approval through a resolution.
b. Council – Council votes to approve by resolution that all such properties are public nuisances and are subject to abatement. The Council also directs the Town Clerk to mail written notice of the proposed abatement to all persons owning property described in the resolution. The notice describes the public nuisance and provides a minimum of 14 days before the time fixed for hearing objections by the Town Council.
2. Council Meeting #2
a. Council—At the time stated in the notices, the Council hears and considers all objections to the proposed nuisance designation and removal of vegetative growth.
After the hearing, the Council will allow or overrule any objections. At that time, the Town acquires jurisdiction to proceed and perform the abatement work. The decision of the Council is final.
b. Staff—Properties will be posted for abatement. If the Fire Chief or authorized representative finds unresolved fire hazards 10 days after the hearing, they are authorized to clear the hazards. Staff will coordinate with qualified contractors to ensure they have the necessary equipment to conduct vegetation abatement operations safely.
c. Staff—Each property owner will be sent an invoice for all costs, including administrative and abatement fees, for the abatement work performed on their parcel. They must remit payment within 30 days to avoid being placed on the assessment list.
3. Council Meeting #3
a. Staff—The Fire Chief or authorized representative keeps an accounting of the abatement cost for each separate lot or parcel of land. He or she shall submit an itemized written report showing such cost. The costs, including administrative fees 94 and abatement costs, are documented and submitted to the Council for confirmation. A report and assessment list will be available at the Town Clerk's office before the council hearing.
b. Council—Council confirms the report. Once approved, as codified in the PMC
8.04.120, if the property owner does not pay the expense of abating the nuisance within five (5) days after the Town Council confirms the costs of abatement, the cost shall become a lien and a special assessment against the real property upon which the nuisance was abated.
Legal Framework/Cost Recovery
A public nuisance is “[a]nything that is injurious to health, including, but not limited to, the illegal sale of controlled substances, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property…” and is “one which affects at the same time an entire community or neighborhood, or any considerable number of persons”. (Civil Code section 3479-3480.) A public nuisance may be abated by any public body or authorized officer. (Civil Code section 3494.). Further, the Courts have long held that the general police powers of a public agency “include everything essential to public safety or health and justifies the … abatement by summary proceedings of whatever may be regarded as a public nuisance.” (Aguiar & Bello v. Brock [1938] 24 F.Supp. 692.) Further, the Town of Paradise has defined what constitutes a public nuisance in Section 8.04.010 of the Paradise Municipal Code, which reads in pertinent part:
“the following conditions or acts is declared by the town council to be an unlawful public nuisance, and the violation of which shall be an infraction:
“(A) Fire hazards: Dry or dead shrub, dead tree, combustible refuse and waste, or any material growing on a street, sidewalk or upon private property within the town, which by reason of its size, manner of growth and location is determined by the town fire chief or fire marshal to constitute a fire hazard to a building, improvement, crop or other property, or when dry, will reasonably constitute a fire hazard. …
(H) Maintenance of residential property: any person owning, leasing, occupying or having charge or possession of any residential property and maintaining such property in a manner such that any of the following conditions exist thereon:
(6) Maintenance of premises in such a condition as to be detrimental to the public health, safety or general welfare, including large and precarious diseased, uprooted, dead or dying trees; open containers of oil, gasoline, or other petroleum products, antifreeze, or other hazardous or flammable chemicals, or in such a manner as to constitute a public nuisance as defined in California Civil Code Section 3480.”
In addition to the California Civil Code, the Paradise Municipal Code authorizes the Town to abate public nuisances. Specifically, Paradise Municipal Code section 8.04.020.1(B) provides that, "any condition caused or permitted to exist in violation of any provision of any ordinance of the town or provision of this code shall be deemed a public nuisance and may be abated as provided herein or in any other chapter of this code." Accordingly, the Town of Paradise may abate any condition that constitutes a public nuisance in any legal method provided for in the Civil Code or in the Paradise Municipal Code.
95 While the Town may abate any public nuisance in an appropriate method provided for by law, the Town does have flexibility to be selective in the public nuisances it chooses to abate. Specifically, the town is not liable for a refusal, failure or affirmative decision to not enforce any provision of law or municipal code related to public nuisances. (Government Code section 818.2; Fox v.
County of Fresno (1985) 170 Cal. App. 3d 1238.) In addition, a public agency is not liabile for any injury caused by a failure to inspect a property. (Government Code section 818.6.) Once the nuisance abatement process has been completed for a particular parcel, a public agency may prepare and record a lien against that parcel. (Government Code section 38773.5; Thain v. City of Palo Alto (1962) 207 Cal. App. 2d 173.). The direct abatement costs (i.e. inspection costs, enforcement activities, fines, late fees and interest) will appear on the property tax bill. The other abatement costs, such as administrative expenses, would not be on the tax rolls but would remain a lien and a cloud on title to the property. If the property tax, including the portion that makes up the abatement lien on the tax rolls, is not paid for at least five years for residential property, or three years for non-residential property, the County Tax Collector may auction the property pursuant to a tax default sale.
Further, the Town may bring an action to foreclose on that lien through a judicial foreclosure action. (Government Code section 38773.1.). While there are very few instances of judicial foreclosure actions in California, it is estimated that uncontested foreclosure actions may take up to 12 months for completion, and contested judicial foreclosure actions may take several years.
The legal fees for a judicial foreclosure action would depend on whether the matter was uncontested or contested, and could range between $10,000 (uncontested) to $75,000 (contested). The Town would be entitled to recover any attorneys’ fees and costs expended in a successful nuisance abatement and judicial foreclosure action, however, all attorneys’ fees are subject to approval or disallowance by the Court.
Additional discussion item: Using abatement contractors versus hiring a dedicated abatement staff for this effort.
Depending on the scale of the abatements the Town Council may direct, that Town could consider using it’s own force and equipment to complete abatements. The decision between using abatement contractors and hiring a dedicated staff often hinges on several factors, including the frequency and scale of abatement needs, budget constraints, and the town's strategic priorities.
A dedicated team might be a better long-term investment if abatement demands are frequent and widespread due to increased efficiency and value.
Both approaches come with distinct advantages and challenges. Hiring a dedicated abatement staff allows for more control over scheduling and operations, leading to quicker response times and consistent quality of work. However, this approach requires significant initial investments in equipment and ongoing costs for salaries, benefits, and training. Conversely, contracting out abatement work can be more cost-effective, as contractors bring their specialized tools and machinery, eliminating the need for upfront equipment purchases and ongoing maintenance.
Contractors also provide scalability, adjusting easily to fluctuating demand throughout the year and thus helping to manage fixed labor costs.
Another consideration is that relying solely on abatement contractors may place the Town in competition with property owners who need the same services. If the Town continues to carry out property abatements on an ongoing or annual basis, it could strain local resources. This competition might not only lead to potential shortages of available contractors but could also drive up the costs of services as demand increases. Such a scenario could impact the efficiency and 96 cost-effectiveness of abatement efforts, presenting a challenge in managing town-wide vegetation control.
If directed by the Council, staff can investigate all the costs of hiring a dedicated abatement team.
This analysis would cover expenses related to salaries, equipment purchases, ongoing maintenance, training, and any other financial commitments required to establish and sustain an in-house abatement operation.
Financial Impact:
This discussion item has no financial impact. Staff will provide the Council with a Resolution for the final implementation plan at the next council meeting. 97 Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 6(c)
ORIGINATED BY: Jessica Erdahl, Supervising Project Manager REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Intersection Control Evaluation and Recommendation – Skyway and Pentz Road Intersection
LONG TERM
RECOVERY PLAN:
Yes, Tier 1, Evacuation
COUNCIL ACTION REQUESTED:
1. Consider adopting Resolution No. 2024- , “ A Resolution of the Town Council of the Town of Paradise approving the recommended signal control intersection alternative identified in the Intersection Control Evaluation Report for the Skyway and Pentz Road intersection”. (ROLL CALL VOTE)
Background:
The Town of Paradise Long-Term Community Recovery Plan as well as the 2022 Transportation Management Plan identified the Skyway and Pentz Intersection as a Tier 1 safety project for improving evacuation routes. The existing intersection is currently minor-street stop-controlled with no marked crosswalks, curb ramps, or sidewalks.
The Town has secured $199M in Community Development Block Grant Disaster Recovery (CDBG-DR) funding to assist with delivering infrastructure projects that address identified unmet 2018 disaster recovery needs and increase the resilience of cities and counties. The Skyway and Pentz Road Intersection Improvement Project has been awarded $4.5M in CDBG-DR funds. This proposed project will increase capacity of the Skyway-Pentz intersection, providing for large vehicle turning radius and improving daily operations safety. The Yellowstone Kelly Heritage Trailway is a paved Class I multi-use path that generally runs parallel to Skyway, and terminates within the southwest corner of the intersection.
The Town of Paradise contracted with Dokken Engineering to perform civil engineering design services on the Skyway and Pentz Road Intersection Improvement Project. Wood Rodgers, a subconsultant to Dokken Engineering, performed a Traffic Operations Analysis and Intersection Control Evaluation to evaluate the operations of the proposed intersection control alternatives and address the Project’s impacts, if any, under the California Environmental Quality Act (CEQA). The project proposes the following two improvement alternative:
Signal Alternative: this alternative includes installation of a traffic signal with northbound (Pentz) and southbound (Old Skyway) right-turn pockets and eastbound and westbound (Skyway) left-turn pockets. The northbound and southbound approaches would have split signal phasing and the eastbound and westbound left-turns would have protected phasing.
Crosswalks would be present on the north and west legs. 98 Roundabout Alternative: this alternative would construct a four legged, single-lane roundabout with splitter islands on all four approaches and two-stage crosswalks on the north, south, and west legs.
A No Build Alternative was also analyzed, assuming the intersection remains as it currently is today with minor-street stop-control.
Analysis:
Using a performance-based approach, Intersection Control Evaluation (ICE) is used to screen alternatives and identify optimal geometric and control solutions for an intersection. The goal of the attached ICE is to help the Town make a data-driven decision in selecting the preferred intersection control alternative at the Skyway and Pentz Road intersection.
This evaluation of intersection control alternatives resulted in the following key conclusions:
Both the signal and the roundabout alternatives would provide adequate capacity and operational performance (LOS B) through the 2040 design year. In the cumulative condition this intersection does meet the Peak Hour Signal Warrant #3 (70% Factor) of the California Manual on Uniform Traffic Control Devices. Both the signal and roundabout alternatives can be designed to accommodate a 40-foot firetruck design vehicle. The roundabout can also accommodate a WB-50 and WB-67 tractor trailer assuming the splitter island curbs and center island curbs are fully mountable. The signal design requires the WB-50 and WB-67 tractor-trailer to encroach on other lanes to complete most right-turns.
Overall upfront costs for both alternatives are similar, with the roundabout having a slightly higher estimated construction costs at $2,284,993 and the signal at $2,147,942. The roundabout is expected to provide a greater safety benefit and lower overall annual delay and operating cost. Therefore, the roundabout alternative is projected to provide the most benefit overall. This analysis, however, does not include evacuation conditions benefits.
Right-of-way costs for both alternatives are similar. Both alternatives will need Temporary Construction Easements (TCE) to allow widening and grading or Permit to Enter and Construct (PTEC) to allow sufficient space to conform driveways. Currently, there are no roundabouts in the Town of Paradise or the neighboring community of Magalia. Several intersections along Skyway are currently signal-controlled and by installing a signal at the Skyway intersection with Pentz Road it will maintain a traffic control consistency throughout the Skyway corridor. This familiarity of intersection control type will provide a user-friendly solution to the higher demand forecasted for future condition.
Under contraflow conditions during an evacuation scenario, the signal alternative would provide 3 to 4+ total travel lanes through the intersection in the southbound/westbound directions while the roundabout alternative would only allow 1 to 2 lanes of traffic to travel through the intersection in the southbound/westbound directions. 99 After thorough consideration of the three intersection alternatives (signalized, roundabout, and no-build), the recommended intersection control alternative is the signal-control. Several factors, including emergency evacuation, daily operations, and driver expectations were considered in the evaluation of the alternatives and the overall benefits of the signal control outweigh the roundabout or keeping the existing minor-street stop-control.
Following consideration and approval of the recommendation for the ICE, staff will continue to advance the project design to a construction-ready state, anticipated in 2026/2027.
Financial Impact:
The total estimated cost for the Skyway and Pentz Intersection Improvement Projects is $4,500,000 and is covered by CDBG-DR funding.
Attachments:
A. Resolution
B. Intersection Control Evaluation Report
100
1 TOWN OF PARADISE
RESOLUTION NO. _________
A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF
PARADISE APPROVING THE RECOMMENDED SIGNAL CONTROL
INTERSECTION ALTERNATIVE IDENTIFIED IN THE INTERSECTION
CONTROL EVALUATION REPORT FOR THE SKYWAY AND PENTZ
ROAD INTERSECTION.
WHEREAS, the Town of Paradise has secured grant funds through the Community Development Block Grant Disaster Recovery Infrastructure Program for the purposes of improving community resiliency through critical projects, WHEREAS, the Skyway-Pentz Road intersection has been identified as a critical project which has potential to increase safety and evacuation effectiveness; and, WHEREAS, the Skyway-Pentz Intersection has been reviewed through a formal Intersection Control Evaluation Report, comparing alternatives to best achieve the Town’s goals and objectives of the project.
WHEREAS, the Intersection Control Evaluation Report has concluded a traffic signal as the preferred alternative of the Skyway-Pentz Road intersection.
NOW, THEREFORE, BE IT RESOLVED by the Town Council of the Town of Paradise the following:
Section 1. The Public Works Department is authorized to continue project development activities using the traffic signal alternative for the Skyway-Pentz Intersection Improvements Project
PASSED AND ADOPTED by the Town Council of the Town of Paradise on this 13th day of August 2024, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
By:
Ronald Lassonde, Mayor
ATTEST:
Melanie Elvis, Deputy Town Clerk
APPROVED AS TO FORM:
Scott E. Huber, Town Attorney
101
110 Blue Ravine Road, Suite 200, Folsom, CA 95630 Tele: 916 858-0642 Fax: 916 858-0643 www.dokkenengineering.com July 22, 2024
Town of Paradise - Public Works Department
ATTN: Jessica Erdahl
5555 Skyway Road
Paradise, CA 95969
Dear Ms. Erdahl,
Dokken Engineering was retained by the Town to complete an evaluation of alternative control measures for the Pentz Road and Skyway intersection. After thorough consideration of the three intersection alternatives (signalized, roundabout, and no-build), Dokken Engineering recommends implementing the signal-control. Several factors were considered in the evaluation of the alternatives and the overall benefits of the signal control outweigh the roundabout or keeping the existing minor-street stop-control. Those were; evacuation, operations, and driver expectations.
Per the Evacuation Technical Memorandum (April 5, 2022) Pentz Road and Skyway are considered primary evacuation routes and optimizing the capacity of the intersection is critical in the case of an emergency. Limiting the intersection lane capacity with the features of the roundabout alternative would introduce traffic delays undesired in the case of evacuation. The addition of a signal does not necessarily create a disadvantage when comparing to the existing minor-street stop-control because the signal can be managed to function in the desired setting in case of evacuation.
Per the attached Skyway & Pentz Road Traffic Operations Analysis (Prepared by Wood Rogers, July 22, 2024) the no-build cumulative condition in 2040 will result in the intersection operating at Level of Service (LOS) F, which is below the Town standard of LOS D. In the cumulative condition this intersection does meet the Peak Hour Signal Warrant #3 (70% Factor) of the California Manual on Uniform Traffic Control Devices. Both the signal and roundabout options in the cumulative condition will operate at a LOS B.
Another advantage of the signal-control over the roundabout alternative is maintaining the driver’s expectations.
There are currently no roundabouts throughout the Town or in the neighboring community of Magalia. Several intersections along Skyway are currently signal-controlled and by installing a signal at the Skyway intersection with Pentz Road it will maintain a traffic control consistency throughout the Skyway corridor. This familiarity of intersection control type will provide a user-friendly solution to the higher demand forecasted for future condition.
Lastly, there are no significant advantages with either the signal-control or roundabout alternatives regarding right of way needs. Both alternatives will need Temporary Construction Easement (TCE) to allow widening and grading or Permit to Enter and Construct (PTEC) to allow sufficient space to conform driveways. The areas of need are comparably the same.
Please find attached the Intersection Control Evaluation for the Pentz Road/Skyway intersection. Feel free to reach out with questions or comments.
Sincerely,
Brian Stephenson, P.E.
Project Manager
Dokken Engineering
Attachment: Skyway & Pentz Road Traffic Operations Analysis (Prepared by Wood Rogers, July 22, 2024) 102
Skyway & Pentz Road Traffic Operations Analysis 1 of 10 Memorandum
To: Town of Paradise – Public Works & Engineering Department From: Mario Tambellini, PE, TE
Nicole Scappaticci, PE
Date: July 22, 2024
Subject: Skyway & Pentz Road Traffic Operations Analysis
1. INTRODUCTION
This memorandum has been prepared to present the results of a Traffic Operations Analysis (TOA) for the proposed Skyway & Pentz Road Intersection Improvement Project (Project) located in the Town of Paradise (Town). The Project proposes two improvement alternatives for the intersection.
The purpose of this TOA is to evaluate the operations of the proposed intersection control alternatives and address the Project’s impacts, if any, under the California Environmental Quality Act (CEQA). This memorandum includes the following sections:
• Project Description
• CEQA Transportation Analysis
• Intersection Control Evaluation
• Benefit/Cost Evaluation
• Conclusion
2. PROJECT DESCRIPTION
The Project intersection is located near the northern Town limits. The intersection is currently minor street stop-controlled with no marked crosswalks, curb ramps, or sidewalks. The Yellowstone Kelly Heritage Trail terminates on the southwest corner of the intersection. The Town of Paradise 1994 General Plan Policy Document and Appendix B Circulation/Roadway Improvements Technical Memorandum of the Paradise Transportation Master Plan (dated 2022) classify Skyway as an Arterial roadway and Pentz Road as a Collector roadway. However, Appendix B of the Paradise Transportation Master Plan recommends that Skyway be reclassified as a Principal Arterial and Pentz Road be reclassified as a Minor Arterial. The Project location is included in Figure 1.
The Project proposes the following two improvement alternatives:
• Signal Alternative: this alternative includes installation of a traffic signal with northbound and southbound right-turn pockets and eastbound and westbound left-turn pockets. The northbound and southbound approaches would have split signal phasing and the eastbound and westbound left-turns would have protected phasing. Crosswalks would be present on the north and west legs. • Roundabout Alternative: this alternative would construct a four legged, single-lane roundabout with two-stage crosswalks on the north, south, and west legs.
A No Build alternative was also analyzed:
• No Build: this alternative assumes the intersection remains as it currently is today with minor-street stop-control.
Project alternative exhibits are contained in Attachment A. 103
")
Project Location
Skyway / Pentz Road TOA
Paradise, CA
July 2024
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\GIS\Tasks\Fig_1_Map.mxd 5/30/2024 3:18:10 PM nscappaticci Figure 1
NORTH
0 500 1,000
Feet
Legend
") Project Location
Skyway
New
Skyway
Pentz Rd
Old Skyway
104
Skyway & Pentz Road Traffic Operations Analysis 3 of 11
3. CEQA TRANSPORTATION ANALYSIS
PROJECT IMPACTS ON MULTIMODAL FACILITIES
The Skyway & Pentz Road intersection currently has no marked crosswalks, curb ramps, or sidewalks. The Yellowstone Kelly Heritage Trail is a paved Class I multi-use path that generally runs parallel to Skyway, and terminates within the southwest corner of the intersection.
Both Project alternatives would provide connectivity to the trail with a proposed crosswalk on the west leg of the intersection. Both alternatives would also provide a crosswalk on the north leg of the intersection, and the Roundabout Alternative would provide a crosswalk on the east leg of the intersection.
The Project would not adversely affect existing or proposed pedestrian, bicycle, or transit facilities in a way that would discourage their use. The Project would generally improve safety for bicyclists and pedestrians crossing the intersection and is not projected to result in any new unsafe bicycle/pedestrian/motor vehicle conflicts.
SAFETY EVALUATION
Five years of crash data (April 2019 – April 2024) was obtained from the Statewide Integrated Traffic Records System (SWITRS) to identify high collision locations and common collision characteristics. SWITRS collision data is included in Attachment B.
Table 1 summarizes the collisions in the study area and describes the collision severity (fatal, serious injury, other visible injury, complaint of pain, and property damage (PDO)) and the collision type. The SWITRS data indicated that a total of 9 collisions occurred at or near the Skyway & Pentz Road intersection over the last five years. The severity of most collisions involved Other Visible Injury, followed by PDO and Injury With Complaint of Pain. The most common collision types were Rear-End, followed by Sideswipe and Hit Object collisions.
Table 1. Summary of Collision Severity and Type
Intersection
Total Collisions
Severity Type
Fatal
Injury (Severe)
Injury (Other
Visible)
Injury (Complaint
of Pain)
PDO
Sideswipe
Rear-End
Broadside
Hit Object
Other
Skyway & Pentz Road 9 0 0 4 2 3 2 3 1 2 1
Table 2 shows the primary collision factors (PCFs) at each study intersection. The most common PCF was unsafe speed, followed by driving or bicycling under the influence. 105
Skyway & Pentz Road Traffic Operations Analysis 4 of 11 Table 2. Summary of Primary Collision Factors
Intersection
Total Collisions
PCF
Driving or Bicycling Under
the Influence
Unsafe Speed
Wrong Side of Road
Unsafe Lane Change
Automobile Right of Way
Traffic Signals and Signs
Skyway & Pentz Road 9 2 3 1 1 1 1
VEHICLE MILES TRAVELED (VMT) ANALYSIS
Senate Bill 743 (SB 743), signed in 2013, required changes to CEQA guidelines on the measurement and identification of transportation impacts due to new projects in California. Revised CEQA Guidelines were adopted in 2018 which identified VMT as the most appropriate metric to evaluate transportation impacts.
Statewide implementation of assessment of VMT as a metric of transportation impact occurred for all jurisdictions on July 1, 2020. The Governor’s Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (OPR Technical Advisory) (December 2018), contains technical recommendations regarding assessment of VMT, thresholds of significance, and mitigation measures. The Town has not currently adopted official VMT guidelines or thresholds. Therefore, this memorandum utilizes recommended thresholds outlined in the OPR Technical Advisory for transportation projects.
The OPR Technical Advisory states that transportation projects that would not likely lead to a substantial or measurable increase in vehicle travel include installation, removal, or reconfiguration of traffic control devices, and installation of roundabouts or traffic signals. The OPR Technical Advisory also states that these types of transportation projects generally should not require an induced travel analysis.
Since the Project consists of installation of a traffic signal or roundabout, it can be assumed the proposed Project would not add capacity to the overall roadways and would not lead to a measurable and substantial increase in vehicle travel. Therefore, Project VMT impacts may be considered less than significant.
4. INTERSECTION CONTROL EVALUATION
INTERSECTION OPERATIONS
Analysis Scenarios
Traffic operations analyses at the Skyway & Pentz Road intersection were performed for No Build, Signal Alternative, and Roundabout Alternative scenarios under the following study conditions:
• Existing Conditions
• Cumulative Conditions
Existing conditions weekday turning movement counts, as well as bicycle and pedestrian counts, were collected on Tuesday, March 23, 2024, during peak AM (7:00 AM to 9:00 AM) and PM (4:00 PM to 6:00 PM) periods. 24-hour Average Daily Traffic (ADT) counts with vehicle classifications were also collected on each leg of the intersection on the same day. Traffic data count sheets are included in Attachment C.
Cumulative conditions represent future year 2040 conditions and are based on forecasts contained in the latest version of the Butte County Association of Governments Travel Demand Model (BCAG TDM). The Furness Method was applied to BCAG TDM Base Year 2020 and Future Year 2040 link volumes to develop Cumulative conditions intersection volumes.
106
Skyway & Pentz Road Traffic Operations Analysis 5 of 11 Figure 2 shows Existing conditions peak hour intersection volumes and Figure 3 shows Cumulative conditions peak hour intersection volumes.
Figure 2. Existing Traffic Volumes – AM(PM)
Figure 3. Cumulative Traffic Volumes – AM(PM)
Analysis Methodology
Level of Service Methodology
Synchro 11 and Sidra 9 software and Highway Capacity Manual, 6th Edition (HCM 6th Edition) methodology were used to determine intersection delay and level of service (LOS) operations under AM and PM peak hour conditions.
For the Signal and Roundabout Alternatives, the intersection delays and LOS reported are the average values for the whole intersection. For the No Build (two-way stop-controlled (TWSC)) Alternative, the worst approach/movement delay and LOS is reported. The delay-based HCM 6th Edition LOS criteria for different types of intersection controls are outlined in Table 3. 107
Skyway & Pentz Road Traffic Operations Analysis 6 of 11 Table 3. HCM 6th Edition Intersection LOS Thresholds
Level of
Service Description
Intersection Control Delay
(seconds/vehicle)
Unsignalized and
Roundabout
Signalized
A Free-flow conditions with negligible to minimal delays. delay ≤ 10.0 delay ≤ 10.0 B Good progression with slight delays. 10.0 < delay ≤ 15.0 10.0 < delay ≤ 20.0 C Relatively higher delays. 15.0 < delay ≤ 25.0 20.0 < delay ≤ 35.0 D Somewhat congested conditions with longer but tolerable delays. 25.0 < delay ≤ 35.0 35.0 < delay ≤ 55.0 E Congested conditions with significant delays. 35.0 < delay ≤ 50.0 55.0 < delay ≤ 80.0 F Jammed or grid-lock type operating conditions. delay > 50.0 delay > 80.0 Source: HCM 6th Edition Exhibit 19-8 and 20-2.
HCM 6th Edition reports were generated to determine the delay, LOS, and queueing at the study intersections in Synchro 11 software for the No Build and Signal Alternatives and in Sidra 9 software for the Roundabout Alternative. Existing conditions peak hour factors (PHF) were based on traffic count data and Cumulative condition PHF was assumed to be 0.92, consistent with HCM guidelines. Heavy vehicle percentages were applied for each movement based on traffic count data.
Signal Warrants
California Manual on Uniform Traffic Control Devices (CA MUTCD) Peak Hour Signal Warrant #3 (70% Factor) was used to determine if a traffic signal is warranted under No Build conditions. The 70% Factor thresholds were used as the Town has a population of less than 10,000.
Level of Service Criteria
Based on The Town of Paradise 1994 General Plan Policy Document, minimum acceptable LOS for Town facilities is LOS D.
Intersection Operations
Table 4 presents a summary of the intersection LOS operations under all study alternatives.
Table 4. Intersection Operations
Scenario
Peak
Hour
Alternative1
No Build Signal Roundabout
Delay
(s/veh) LOS Warrant Met?
Delay
(s/veh) LOS Warrant Met?
Delay
(s/veh) LOS Warrant Met?
Existing
AM 41.4 E No 17.2 B No 9.3 A No
PM 27.4 D No 15.7 B No 7.1 A No
Cumulative
AM 76.6 F Yes 19.9 B Yes 12.6 B Yes
PM 64.2 F Yes 18.9 B Yes 11.3 B Yes
Notes: Bold values indicate unacceptable LOS.
1 For No Build, the worst approach/movement delay and LOS is reported. For Signal and Roundabout Alternatives, average delay and LOS is reported.
As shown in Table 4, the intersection is currently operating at unacceptable LOS E during the AM peak hour.
The intersection is projected to worsen to LOS F under Cumulative AM and PM peak hour conditions under the No Build Alternative. The intersection is projected to operate at acceptable LOS B or better under the Signal and Roundabout Alternatives for all study scenarios. 108
Skyway & Pentz Road Traffic Operations Analysis 7 of 11 Synchro and Sidra HCM 6th Edition intersection LOS output reports are included in Attachment D.
CA MUTCD Peak Hour Signal Warrant #3 is projected to be unmet under Existing conditions but would be met under Cumulative conditions for all three alternatives. Based on the current rate of growth forecasted by the BCAG TDM, the CA MUTCD Peak Hour Signal Warrant #3 is projected to be met by approximately year 2026. Signal warrant worksheets are provided in Attachment E.
Intersection Queueing
Table 5 shows 95th percentile queues under Signal and Roundabout Alternative scenarios. 95th percentile queueing results are included in the Synchro and Sidra reports contained in Attachment D.
Table 5. Intersection Queueing Analysis
Alternative Movement
95th Percentile Queue (ft)
Existing Cumulative
AM PM AM PM
Signal
NBL/T 23 22 35 51
NBR 23 20 42 49
SBL/T 14 120 29 15
SBR 0 0 14 5
EBL 30 33 62 82
EBT/R 191 375 284 685
WBL 108 62 179 86
WBT/R 387 148 584 268
Roundabout
NB 12 13 12 21
SB 6 4 15 7
EB 45 100 66 232
WB 163 40 253 72
Notes: One queued vehicle length is considered to be 20 feet long.
EVACUATION DISCUSSION
The Evacuation Technical Memorandum (April 5, 2022) is included as Appendix D of the Paradise Transportation Master Plan and outlines current and future initiatives for proposed evacuation related improvement projects in the Town. Evacuation within the Town and surrounding communities generally occurs north to south, and Skyway and Pentz Road are considered primary evacuation routes. As the Project is located near the northern Town limits, it would experience evacuation traffic primarily from the community of Magalia and other homes to the north.
The Evacuation Technical Memorandum indicates that Skyway & Pentz Road Intersection Improvements is considered a Priority Category 1 project. Recommended roadway improvements include widening Skyway between Pentz Road and Bille Road and Pentz Road between Skyway and Malibu Drive to 3 lanes with a center turn lane that would be used as a through lane during an evacuation.
Traffic signal interconnect/Intelligent Transportation System (ITS) is considered a long-term improvement for the Town. The Evacuation Technical Memorandum recommends signalized intersections should operate with evacuation/emergency operations signal timing plans to prioritize critical movements.
If emergency operations signal timings are not in place for the Signal Alternative, under evacuation conditions, the Signal Alternative would likely operate with flashing red or similar signals, and traffic would ideally be directed by law enforcement, flaggers, and/or temporary emergency signage. Under evacuation 109
Skyway & Pentz Road Traffic Operations Analysis 8 of 11 conditions, both directions of Skyway/New Skyway would likely be used for westbound evacuation traffic, with up to three (3) total westbound lanes with the future widening improvements recommended by the Evacuation Technical Memorandum in place. Under evacuation conditions, both directions of Pentz Road/Old Skway would likely be used for southbound evacuation traffic, with up to three (3) total southbound lanes with the future widening improvements recommended by the Evacuation Technical Memorandum in place.
The Signal Alternative would allow 3 to 4+ lanes of traffic to travel through the intersection with proper traffic control.
Under evacuation conditions, the Roundabout Alternative traffic would ideally be directed by law enforcement, flaggers, and/or temporary emergency signage. Under evacuation conditions, both directions of Skyway/New Skyway would likely be used for westbound evacuation traffic, and both directions of Pentz Road/Old Skway would likely be used for southbound evacuation traffic. The Roundabout Alternative would only allow 1 to 2 lanes of traffic to travel through the intersection due to the raised medians, potentially causing a bottleneck. This bottleneck could potentially be addressed by including wider shoulders at the corners of the roundabout or lowered areas of the center island which could be converted to additional travel lanes during evacuation conditions. However, reduced splitter island heights and wider shoulders would allow for higher speeds through the roundabout during non-evacuation conditions, thereby reducing the roundabout’s effectiveness as a traffic control measure at the intersection.
In summary, under contraflow conditions during an evacuation scenario, the Signal Alternative would provide 3 to 4+ total travel lanes through the intersection in the southbound/westbound directions while the Roundabout Alternative would only allow 1 to 2 lanes of traffic to travel through the intersection in the southbound/westbound directions. The reduced lanes at the roundabout could be addressed through the addition of design measures such as reduced splitter island height and wider shoulders, but those measures would come at the expense of higher typical operating speeds at the roundabout.
5. BENEFIT/COST EVALUATION
PROJECT LIFECYCLE TIMEFRAME AND DATA SOURCES
The Project alternatives were evaluated under 20-Year lifecycle conditions using an inflation rate of 4% as contained in the Caltrans California Life-Cycle Benefit Cost Analysis Model (Cal-B/C Sketch) version 8.1 (Office of Transportation Economics Division of Transportation Planning, March 2022).
Table 6 provides a list of sources used in this B/C analysis.
Table 6. Data Sources
Data Source
Cost per vehicle hour of delay Auto and Truck composite cost, Caltrans Cal-B/C Sketch version 8.1 Project area collision data SWITRS
Costs per collision type Caltrans Cal-B/C Sketch version 8.1, USDOT VSL, NHTSA 2010, Crash Data on California State Highways 2018
Crash Modification Factors Crash Modification Factors Clearinghouse
PROJECT LIFECYCLE COSTS
Mobility Costs
Mobility costs consist of vehicle operating costs, including delay per vehicle. Mobility costs for the Project alternatives were quantified based on projected peak period delays at the study intersection documented in the previous chapter of this memorandum. Peak period delays were converted to annual delay-hours experienced by all travelers using the intersection throughout the year using time-of-day and time-of-year factors derived from traffic data collected in the study area, consistent with methodologies outlined in Cal110 Skyway & Pentz Road Traffic Operations Analysis 9 of 11 B/C Sketch version 8.1. The average cost per vehicle-hour of delay was obtained from the Cal-B/C Sketch version 8.1.
Safety/Collisions Costs
Safety costs for the Project alternatives were quantified based on expected annual collisions at the study intersection over the course of the Project lifecycle. Expected annual collisions for the No Build scenario were determined to be 1.8 crashes per year, based on the average of a total of 9 reported crashes over a 5-year period (2019-2024). Expected annual number of collisions for the Signal and Roundabout Alternatives were determined by applying Crash Modification Factors (CMFs) from the CMF Clearinghouse (maintained by the Federal Highway Administration) that best represent the proposed alternative improvements to the No Build expected annual collisions. A CMF is a multiplicative factor used to compute the expected number of crashes after implementing a given improvement. CMFs of 0.56 and 0.52 were applied to the total expected annual crashes under No Build conditions to determine the total expected crashes under the Signal and Roundabout Alternatives, respectively. The cost of collisions by severity were obtained from Cal-B/C Sketch version 8.1.
Initial Construction Costs
Initial construction costs were based on preliminary construction cost estimates prepared for each alternative by Dokken Engineering.
All mobility and safety unit costs used in this analysis, as well as the Project alternatives cost estimates, are shown in Attachment F.
LIFECYCLE COST AND BENEFIT/COST ANALYSIS
Table 7 summarizes the Project alternatives’ life cycle costs over a 20-year Project lifecycle. Table 8 summarizes the results of the Project alternative benefit-cost analysis for a 20-year lifecycle.
Table 7. 20-Year Lifecycle Costs for Project Alternatives Lifecycle Cost Summary
Alternative
No Build Signal Roundabout
Delay $ 51,016,816 $ 13,253,716 $ 8,391,800
Safety $ 2,906,155 $ 1,627,447 $ 1,511,201
Initial Construction $ - $ 2,147,942 $ 2,284,993
Total Cost $ 53,922,972 $ 17,029,105 $ 12,187,994
Table 8. Alternative Benefit-Cost Analysis – 20-Year Lifecycle B/C Alternative
Total Benefits Summary No Build Signal Roundabout
Delay $ - $ 37,763,100 $ 42,625,016
Safety $ - $ 1,278,708 $ 1,394,955
Total Benefit $ - $ 39,041,809 $ 44,019,971
Total Costs Summary No Build Signal Roundabout
Initial Construction $ - $ 2,147,942 $ 2,284,993
Total Cost $ - $ 2,147,942 $ 2,284,993
Benefit/Cost - 18.18 19.26
111
Skyway & Pentz Road Traffic Operations Analysis 10 of 11 As shown in Table 8, over a 20-year lifecycle, the Signal Alternative is projected to have a B/C ratio of
18.18 and the Roundabout Alternative is projected to have a B/C ratio of 19.26 compared to No Build conditions. Therefore, the Roundabout Alternative is projected to provide the most benefit overall. Note that the B/C ratios do not include evacuation conditions benefits.
Detailed calculations for the B/C analysis are shown in Attachment G.
6. CONCLUSION
Project Impacts on Multimodal Facilities
The Project would not adversely affect existing or proposed pedestrian, bicycle, or transit facilities in a way that would discourage their use. The Project would generally improve safety for bicyclists and pedestrians crossing the intersection and is not projected to result in any new unsafe bicycle/pedestrian/motor vehicle conflicts.
Safety Evaluation
SWITRS data indicated that a total of 9 collisions occurred at or near the Skyway & Pentz Road intersection over the last five years. The severity of most collisions involved Other Visible Injury, followed by PDO and Injury With Complaint of Pain. The most common collision types were Rear-End, followed by Sideswipe and Hit Object collisions. The most common Primary Collision Factor was unsafe speed, followed by driving or bicycling under the influence.
VMT Analysis
As the proposed Project would not add capacity to the overall roadways and would not lead to a measurable and substantial increase in vehicle travel, Project VMT impacts may be considered less than significant.
Intersection Operations
Skyway & Pentz Road is currently operating at unacceptable LOS E during the AM peak hour. The intersection is projected to worsen to LOS F under Cumulative AM and PM peak hour conditions under the No Build alternative. The intersection is projected to operate at acceptable LOS B or better under the Signal and Roundabout Alternatives for all study scenarios.
MUTCD Peak Hour Signal Warrant #3 is projected to be unmet under Existing conditions but would be met under Cumulative conditions for all three alternatives. Based on the current rate of growth forecasted by the BCAG TDM, the CA MUTCD Peak Hour Signal Warrant #3 is projected to be met by approximately year 2026.
Evacuation Discussion
The Evacuation Technical Memorandum indicates that Skyway & Pentz Road Intersection Improvements is considered a Priority Category 1 project. Recommended roadway improvements include widening Skyway between Pentz Road and Bille Road and Pentz Road between Skyway and Malibu Drive to 3 lanes with a center turn lane that would be used as a through lane during an evacuation. Under evacuation conditions, both directions of Skyway/New Skyway would likely be used for westbound evacuation traffic and both directions of Pentz Road/Old Skway would likely be used for southbound evacuation traffic.
Traffic signal interconnect/Intelligent Transportation System (ITS) is considered a long-term improvement for the Town. The Evacuation Technical Memorandum recommends signalized intersections should operate with evacuation/emergency operations signal timing plans to prioritize critical movements.
In summary, under contraflow conditions during an evacuation scenario, the Signal Alternative would provide 3 to 4+ total travel lanes through the intersection in the southbound/westbound directions while the Roundabout Alternative would only allow 1 to 2 lanes of traffic to travel through the intersection in the southbound/westbound directions. The reduced lanes at the roundabout could be addressed through the addition of design measures such as reduced splitter island height and wider shoulders, but those measures would come at the expense of higher typical operating speeds at the roundabout. 112
Skyway & Pentz Road Traffic Operations Analysis 11 of 11 Benefit/Cost Evaluation
Over a 20-year lifecycle, the Signal Alternative is projected to have a B/C ratio of 18.18 and the Roundabout Alternative is projected to have a B/C ratio of 19.26 compared to No Build conditions. Therefore, the Roundabout Alternative is projected to provide the most benefit overall. Note that the B/C ratios do not include evacuation conditions benefits.
113
Skyway & Pentz Road Traffic Operations Analysis
ATTACHMENT A
PROJECT ALTERNATIVE EXHIBITS
114
115
116
Skyway & Pentz Road Traffic Operations Analysis
ATTACHMENT B
SWITRS COLLISION DATA
117
case_id accident_year proc_date juris collision_date collision_time officer_id reporting_district day_of_week 8951113 2019 20191008 405 20190915 743 STR01 3N 7
9076179 2019 20200325 405 20191227 2235 WIL02 4N 5
91028902 2019 20190711 9241 20190707 1605 18796 7
9194627 2020 20210201 405 20200910 843 STR01 3N 4
9287976 2021 20210809 405 20210607 1037 45413 3N 1
9295044 2021 20210810 405 20210616 1214 GAT01 3N 3
9298812 2021 20210812 405 20210611 828 WOO01 3N 5
9526941 2023 20230301 405 20230114 1251 TUC01 6
9563982 2023 20230427 405 20230313 52 COO01 3N 1
case_id chp_shift population cnty_city_loc special_cond beat_type chp_beat_type city_division_lapd chp_beat_class 8951113 5 4 405 0 0 0 0
9076179 5 4 405 0 0 0 0
91028902 2 4 405 0 2 S 2
9194627 5 4 405 0 0 0 0
9287976 5 4 405 0 0 0 0
9295044 5 4 405 0 0 0 0
9298812 5 4 405 0 0 0 0
9526941 5 4 405 0 0 0 0
9563982 5 4 405 0 0 0 0
case_id beat_number primary_rd secondary_rd distance direction intersection weather_1 weather_2 8951113 00N SKYWAY PENTZ RD 328 S N A -
9076179 00N PENTZ RD SKYWAY 51 S N A -
91028902 901 OLD SKYWAY SKYWAY 10 N N A -
9194627 00N SKYWAY PENTZ RD 13 S N A F
9287976 00N SKYWAY PENTZ RD 0 Y A -
9295044 00N SKYWAY PENTZ RD 0 Y A -
9298812 00N SKYWAY PENTZ RD 0 Y A -
9526941 00N SKYWAY PENTZ RD 75 E N A -
9563982 00N SKYWAY PENTZ RD 325 S N E -
case_id state_hwy_ind caltrans_county caltrans_district state_route route_suffix postmile_prefix postmile 8951113 N
9076179 N
91028902 N
9194627 N
9287976 N
9295044 N
9298812 N
9526941 N
9563982 N
118
case_id location_type ramp_intersection side_of_hwy tow_away collision_severity number_killed number_injured 8951113 Y 3 0 1
9076179 Y 4 0 1
91028902 N 0 0 0
9194627 N 3 0 2
9287976 N 4 0 2
9295044 N 0 0 0
9298812 Y 3 0 2
9526941 N 0 0 0
9563982 N 3 0 1
case_id party_count primary_coll_factor pcf_code_of_viol pcf_viol_category pcf_violation pcf_viol_subsection 8951113 1 A - 5 21650 A
9076179 1 A - 1 23152
91028902 2 A - 3 22350
9194627 2 A - 12 22450 A
9287976 2 A - 9 21802 A
9295044 2 A - 3 22350
9298812 2 A - 7 21658 A
9526941 2 A - 3 22350
9563982 1 A - 1 23152 A
case_id hit_and_run type_of_collision mviw ped_action road_surface road_cond_1 road_cond_2 lighting 8951113 N E I A A H - A
9076179 N H A A A H - D
91028902 N C C A A H - A
9194627 N D D A A H - A
9287976 N B C A A H - A
9295044 N C C A A H - A
9298812 N B C A A H - A
9526941 N C C A B H - A
9563982 M E I A B H - D
case_id control_device chp_road_type pedestrian_accident bicycle_accident motorcycle_accident 8951113 D 0
9076179 D 0 Y
91028902 A 0
9194627 A 0
9287976 D 0
9295044 D 0
9298812 D 0
9526941 D 0
9563982 D 0
119
case_id truck_accident not_private_property alcohol_involved stwd_vehtype_at_fault chp_vehtype_at_fault 8951113 Y A 1
9076179 Y Y C 3
91028902 Y A 7
9194627 Y Y A 7
9287976 Y A 1
9295044 Y A 1
9298812 Y -
9526941 Y D 22
9563982 Y Y A 1
case_id count_severe_inj count_visible_inj count_complaint_pain count_ped_killed count_ped_injured 8951113 0 1 0 0 0
9076179 0 0 1 0 0
91028902 0 0 0 0 0
9194627 0 2 0 0 0
9287976 0 0 2 0 0
9295044 0 0 0 0 0
9298812 0 2 0 0 0
9526941 0 0 0 0 0
9563982 0 1 0 0 0
case_id count_bicyclist_killed count_bicyclist_injured count_mc_killed count_mc_injured primary_ramp 8951113 0 0 0 0 -
9076179 0 0 0 1 -
91028902 0 0 0 0 -
9194627 0 0 0 0 -
9287976 0 0 0 0 -
9295044 0 0 0 0 -
9298812 0 0 0 0 -
9526941 0 0 0 0 -
9563982 0 0 0 0 -
case_id secondary_ramp latitude longitude local_report_number 8951113 - 39.80053 121.58213 19-0868
9076179 - 39.80045 121.58088 19-1140
91028902 - 39.80068 121.58094 9241-2019-00367
9194627 - 39.80045 121.58088 20-0770
9287976 - 39.80045 121.58088 21-0593
9295044 - 39.80045 121.58088 21-0638
9298812 - 39.80045 121.58088 21-0609
9526941 - 23-0031
9563982 - 39.80045 121.58088 23-0175
120
Skyway & Pentz Road Traffic Operations Analysis
ATTACHMENT C
TRAFFIC COUNTS
121
National Data & Surveying Services
Intersection Turning Movement Count
Location: Pentz Rd/Skyway & Skyway/New Skyway
City: Paradise Project ID:
Control: 2-Way Stop(NB/SB) Date:
NS/EW Streets:
0.5 0.5 1 0 0 1 0 0 1 1 0 0 1 1 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 6 0 0 0 4 0 3 32 2 0 16 108 0 0 171
7:15 AM 1 0 10 0 0 1 7 0 2 50 0 0 14 144 0 0 229
7:30 AM 2 0 11 0 0 0 5 0 1 45 3 0 15 145 0 0 227
7:45 AM 1 0 8 0 0 1 6 0 2 53 4 0 28 153 0 0 256
8:00 AM 3 2 26 0 0 1 5 0 6 65 4 0 42 171 0 0 325
8:15 AM 3 2 25 0 0 2 4 0 5 65 1 0 30 139 0 0 276
8:30 AM 1 0 11 0 0 1 6 0 5 93 3 0 15 113 0 0 248
8:45 AM 2 0 11 0 0 0 7 0 3 54 1 0 9 104 0 0 191
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 13 4 108 0 0 6 44 0 27 457 18 0 169 1077 0 0 1923 APPROACH %'s : 10.40% 3.20% 86.40% 0.00% 0.00% 12.00% 88.00% 0.00% 5.38% 91.04% 3.59% 0.00% 13.56% 86.44% 0.00% 0.00% PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 8 4 70 0 0 5 21 0 18 276 12 0 115 576 0 0 1105 PEAK HR FACTOR : 0.667 0.500 0.673 0.000 0.000 0.625 0.875 0.000 0.750 0.742 0.750 0.000 0.685 0.842 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0.5 0.5 1 0 0 1 0 0 1 1 0 0 1 1 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 2 0 24 0 0 3 6 0 4 137 2 0 7 71 0 0 256
4:15 PM 1 3 19 0 0 0 7 0 7 155 5 0 9 76 0 0 282
4:30 PM 2 2 9 0 0 0 8 0 10 136 5 0 15 79 0 0 266
4:45 PM 0 1 21 0 1 1 9 0 1 138 4 0 18 78 0 0 272
5:00 PM 1 2 22 0 1 1 4 0 4 167 1 0 12 67 0 0 282
5:15 PM 1 1 23 0 0 1 5 0 7 134 4 0 7 59 0 0 242
5:30 PM 1 2 16 0 0 0 2 0 3 158 3 0 12 67 0 0 264
5:45 PM 1 0 8 0 0 0 5 0 13 110 4 0 12 58 0 0 211
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 9 11 142 0 2 6 46 0 49 1135 28 0 92 555 0 0 2075 APPROACH %'s : 5.56% 6.79% 87.65% 0.00% 3.70% 11.11% 85.19% 0.00% 4.04% 93.65% 2.31% 0.00% 14.22% 85.78% 0.00% 0.00% PEAK HR : 4:15 PM 290 0 0 TOTAL
PEAK HR VOL : 4 8 71 0 2 2 28 0 22 596 15 0 54 300 0 0 1102 PEAK HR FACTOR : 0.500 0.667 0.807 0.000 0.500 0.500 0.778 0.000 0.550 0.892 0.750 0.000 0.750 0.949 0.000 0.000 24-100009-001
3/26/2024
04:15 PM - 05:15 PM
0.977 0.830 0.727 0.920 0.922
07:45 AM - 08:45 AM
0.850
PM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
0.661 0.929 0.757 0.811
AM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Pentz Rd/Skyway Pentz Rd/Skyway Skyway/New Skyway Skyway/New Skyway 122
National Data & Surveying Services
Intersection Turning Movement Count
Location: Pentz Rd/Skyway & Skyway/New Skyway
City: Paradise Project ID:
Control: 2-Way Stop(NB/SB) Date:
NS/EW Streets:
0.5 0.5 1 0 0 1 0 0 1 1 0 0 1 1 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH %'s :
PEAK HR : 7:45 AM 40 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU
0.5 0.5 1 0 0 1 0 0 1 1 0 0 1 1 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2
APPROACH %'s : 0.00% 50.00% 0.00% 50.00%
PEAK HR : 4:15 PM 290 0 0 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1
PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 24-100009-001
3/26/2024
04:15 PM - 05:15 PM
0.250 0.250
07:45 AM - 08:45 AM
PM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
AM
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Bikes
Pentz Rd/Skyway Pentz Rd/Skyway Skyway/New Skyway Skyway/New Skyway 123
National Data & Surveying Services
Intersection Turning Movement Count
Location: Pentz Rd/Skyway & Skyway/New Skyway Project ID:
City: Paradise Date:
NS/EW Streets:
EB WB EB WB NB SB NB SB TOTAL
7:00 AM 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0
APPROACH %'s :
PEAK HR : 7:45 AM 39 -1 -1 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR :
Headers NEB NWB SEB SWB ENS ESB WNB WSB
EB WB EB WB NB SB NB SB TOTAL
4:00 PM 0 0 0 0 0 0 1 0 1
4:15 PM 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 1 0 1
5:30 PM 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0
EB WB EB WB NB SB NB SB TOTAL
TOTAL VOLUMES : 0 0 0 0 0 0 2 0 2
APPROACH %'s : 100.00% 0.00%
PEAK HR : 4:15 PM 287 -3 -3 TOTAL
PEAK HR VOL : 0 0 0 0 0 0 0 0 0
PEAK HR FACTOR :
24-100009-001
3/26/2024
04:15 PM - 05:15 PM
PM NORTH LEG SOUTH LEG EAST LEG WEST LEG
07:45 AM - 08:45 AM
AM NORTH LEG SOUTH LEG EAST LEG WEST LEG
Data - Pedestrians (Crosswalks)
Pentz Rd/Skyway Pentz Rd/Skyway Skyway/New Skyway Skyway/New Skyway 124
Prepared by National Data & Surveying Services
ID: 24-100009-001 Day:
City: Paradise Date:
AM 21 5 0 0 AM
NOON 0 0 0 0 NOON
PM 28 2 2 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
1 300 0 576
0 0 0 0 1 54 0 115
18 0 22 1 TEV 1105 0 1102 0 0 0 0
276 0 596 1 PHF 0.85 0.98
12 0 15 0
0 0.5 0.5 1
AM NOON PM PM NOON AM
PM 0 4 8 71 PM
NOON 0 0 0 0 NOON
AM 0 8 4 70 AM
Pedestrians (Crosswalks)
Totals (PM) Total Bikes (PM)
0 132
NORTHBOUND
Pentz Rd/Skyway
Totals (NOON) Total Bikes (NOON)
NONE
669 0 346
Totals (AM) 71 Total Bikes (AM) Skyway/New Skyway EASTBOUNDWESTBOUND Skyway/New Skyway 605 0 332
CONTROL
2-Way Stop(NB/SB)
0 NONE
04:15 PM - 05:15 PM 30
Pentz Rd/Skyway & Skyway/New Skyway
Peak Hour Turning Movement Count
Pentz Rd/Skyway Tuesday
SOUTHBOUND 3/26/2024 PEAK HOURS 4:00 PM - 06:00 PM
07:45 AM - 08:45 AM 22 7:00 AM - 09:00 AM COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
00 000 0
0 0
0 0
0 0
00 000 0
0 0
0 0
1 0
000
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 300
15 54
596
22 28
22 4871
0 0
0 0
0 0
000
000
0 576
12 115
276
18 21
50 8470
125
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_001
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 0:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 6 2 0 0 0 0 0 0 0 0 0 0 8 1:00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 0 1 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 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 5 6:00 0 6 3 1 2 0 0 0 0 0 0 0 0 12 0 5 3 1 1 0 0 0 0 0 0 0 0 10 0 11 6 2 3 0 0 0 0 0 0 0 0 22 7:00 0 2 3 0 3 0 0 0 0 0 0 0 0 8 0 16 5 0 3 0 0 0 0 0 0 0 0 24 0 18 8 0 6 0 0 0 0 0 0 0 0 32 8:00 0 11 6 1 2 0 0 2 0 0 0 0 0 22 0 9 13 2 2 0 0 0 1 0 0 0 0 27 0 20 19 3 4 0 0 2 1 0 0 0 0 49 9:00 0 8 8 0 0 1 0 0 0 0 0 0 0 17 1 14 5 0 1 0 0 1 0 0 0 0 0 22 1 22 13 0 1 1 0 1 0 0 0 0 0 39 10:00 0 16 7 1 2 1 0 0 1 0 0 0 0 28 0 29 7 0 0 0 0 0 1 0 0 0 0 37 0 45 14 1 2 1 0 0 2 0 0 0 0 65 11:00 0 13 9 0 0 0 0 0 1 0 0 0 0 23 0 13 13 1 1 2 0 0 0 0 0 0 0 30 0 26 22 1 1 2 0 0 1 0 0 0 0 53 12:00 0 13 6 0 2 0 0 0 0 0 0 0 0 21 0 12 6 0 1 1 0 0 1 0 0 0 0 21 0 25 12 0 3 1 0 0 1 0 0 0 0 42 13:00 0 14 10 1 1 0 0 1 1 0 0 0 0 28 0 16 15 1 0 0 0 0 1 0 0 0 0 33 0 30 25 2 1 0 0 1 2 0 0 0 0 61 14:00 0 4 12 0 0 0 0 0 1 0 0 0 0 17 0 15 12 0 2 0 0 0 0 0 0 0 0 29 0 19 24 0 2 0 0 0 1 0 0 0 0 46 15:00 0 12 11 2 1 1 0 0 0 0 0 0 0 27 0 25 7 0 2 1 0 0 0 0 0 0 0 35 0 37 18 2 3 2 0 0 0 0 0 0 0 62 16:00 2 18 7 0 1 0 0 0 0 0 0 0 0 28 1 22 10 1 2 0 0 0 0 0 0 0 0 36 3 40 17 1 3 0 0 0 0 0 0 0 0 64 17:00 1 22 9 1 1 0 0 0 0 0 0 0 0 34 2 10 9 0 0 0 0 0 0 0 0 0 0 21 3 32 18 1 1 0 0 0 0 0 0 0 0 55 18:00 1 16 2 0 1 0 0 0 0 0 0 0 0 20 0 10 1 0 0 0 0 0 0 0 0 0 0 11 1 26 3 0 1 0 0 0 0 0 0 0 0 31 19:00 0 14 6 0 0 0 0 0 0 0 0 0 0 20 0 15 3 0 0 0 0 0 0 0 0 0 0 18 0 29 9 0 0 0 0 0 0 0 0 0 0 38 20:00 0 12 5 0 0 0 0 0 0 0 0 0 0 17 0 6 1 0 0 0 0 0 0 0 0 0 0 7 0 18 6 0 0 0 0 0 0 0 0 0 0 24 21:00 0 7 4 0 0 0 0 0 0 0 0 0 0 11 0 5 3 0 0 0 0 0 0 0 0 0 0 8 0 12 7 0 0 0 0 0 0 0 0 0 0 19 22:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 7 0 0 0 0 0 0 0 0 0 0 0 7 23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 4 0 0 0 0 0 0 0 0 0 0 0 4 Totals 4 199 109 7 16 3 0 3 4 0 0 0 0 345 4 236 114 6 15 4 0 1 4 0 0 0 0 384 8 435 223 13 31 7 0 4 8 0 0 0 0 729 % of Totals 1% 58% 32% 2% 5% 1% 1% 1% 100% 1% 61% 30% 2% 4% 1% 0% 1% 100% 1% 60% 31% 2% 4% 1% 1% 1% 100% 00:00 - 12:00 0 60 37 3 9 2 0 2 2 0 0 0 0 115 1 96 47 4 8 2 0 1 2 0 0 0 0 161 1 156 84 7 17 4 0 3 4 0 0 0 0 276 % 0% 17% 11% 1% 3% 1% 0% 1% 1% 0% 0% 0% 0% 33% 0% 25% 12% 1% 2% 1% 0% 0% 1% 0% 0% 0% 0% 42% 0% 21% 12% 1% 2% 1% 0% 0% 1% 0% 0% 0% 0% 38% Peak Hour 0:00 10:15 10:30 5:30 6:30 8:30 0:00 8:00 9:15 0:00 0:00 0:00 0:00 10:00 8:15 10:00 10:45 7:45 6:45 11:00 0:00 8:30 7:45 0:00 0:00 0:00 0:00 10:00 8:15 10:00 10:45 7:45 6:45 10:30 0:00 8:00 9:45 0:00 0:00 0:00 0:00 10:00 Peak Volume 0 17 9 1 3 1 0 2 1 0 0 0 0 28 1 29 15 2 4 2 0 1 1 0 0 0 0 37 1 45 24 3 7 2 0 2 2 0 0 0 0 65 12:00 - 24:00 4 139 72 4 7 1 0 1 2 0 0 0 0 230 3 140 67 2 7 2 0 0 2 0 0 0 0 223 7 279 139 6 14 3 0 1 4 0 0 0 0 453 % 1% 40% 21% 1% 2% 0% 0% 0% 1% 0% 0% 0% 0% 67% 1% 36% 17% 1% 2% 1% 0% 0% 1% 0% 0% 0% 0% 58% 1% 38% 19% 1% 2% 0% 0% 0% 1% 0% 0% 0% 0% 62% Peak Hour 16:15 17:15 14:45 15:00 12:00 15:00 12:00 12:45 12:15 12:00 12:00 12:00 12:00 15:45 16:15 14:45 13:00 13:00 13:30 12:00 12:00 12:00 12:00 12:00 12:00 12:00 12:00 14:45 16:15 15:30 13:15 15:15 15:15 15:00 12:00 12:45 12:30 12:00 12:00 12:00 12:00 15:30 Peak Volume 3 24 14 2 2 1 0 1 1 0 0 0 0 36 3 27 15 1 2 1 0 0 1 0 0 0 0 39 6 40 26 3 4 2 0 1 2 0 0 0 0 65 07:00 - 09:00 0 13 9 1 5 0 0 2 0 0 0 0 0 30 0 25 18 2 5 0 0 0 1 0 0 0 0 51 0 38 27 3 10 0 0 2 1 0 0 0 0 81 % 0% 4% 3% 0% 1% 0% 0% 1% 0% 0% 0% 0% 0% 9% 0% 7% 5% 1% 1% 0% 0% 0% 0% 0% 0% 0% 0% 13% 0% 5% 4% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 11% Peak Hour 7:00 7:45 7:45 7:15 7:00 7:00 7:00 8:00 7:00 7:00 7:00 7:00 7:00 8:00 7:00 7:00 8:00 7:45 7:30 7:00 7:00 7:00 7:45 7:00 7:00 7:00 7:00 8:00 7:00 7:15 8:00 7:45 7:00 7:00 7:00 8:00 7:45 7:00 7:00 7:00 7:00 8:00 Peak Volume 0 11 7 1 3 0 0 2 0 0 0 0 0 22 0 16 13 2 4 0 0 0 1 0 0 0 0 27 0 21 19 3 6 0 0 2 1 0 0 0 0 49 16:00 - 18:00 3 40 16 1 2 0 0 0 0 0 0 0 0 62 3 32 19 1 2 0 0 0 0 0 0 0 0 57 6 72 35 2 4 0 0 0 0 0 0 0 0 119 % 1% 12% 5% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 18% 1% 8% 5% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 15% 1% 10% 5% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 16% Peak Hour 16:15 17:00 16:30 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 17:00 16:15 16:00 16:30 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 16:00 16:30 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 Peak Volume 3 22 10 1 1 0 0 0 0 0 0 0 0 34 3 22 11 1 2 0 0 0 0 0 0 0 0 36 6 40 21 1 3 0 0 0 0 0 0 0 0 65 STATISTICS #7 >=4-Axle Single Units
#8 <=4-Axle Single Trailers #9 5-Axle Single Trailers #10 >=6-Axle Single Trailers #11 <=5-Axle Multi-Trailers #12 6-Axle Multi-Trailers #13 >=7-Axle Multi-Trailers HOURLY BREAKDOWN FHWA
CLASSIFICATION DEFINITIONS
#1 Motorcycles #2 Passenger Cars #3 2-Axle, 4-Tire Single Unit #4 Buses #5 2-Axle, 6-Tire Single Units #6 3-Axle Single Units Prepared by National Data & Surveying Services
CLASSIFICATION
Skyway N/O Pentz Rd
3/26/2024
Time NORTHBOUND Total SOUTHBOUND Total TOTALS Total
126
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_001
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
Skyway N/O Pentz Rd
3/26/2024
Time NORTHBOUND Total SOUTHBOUND Total TOTALS Total
0:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0:15 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 0 1 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 1 0 0 0 0 0 0 0 0 0 0 0 1 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:15 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:30 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 6:15 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 1 1 1 0 0 0 0 0 0 0 0 4 6:30 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 5 1 0 0 0 0 0 0 0 0 0 0 6 6:45 0 2 2 0 0 0 0 0 0 0 0 0 0 4 0 2 2 1 1 0 0 0 0 0 0 0 0 6 0 4 4 1 1 0 0 0 0 0 0 0 0 10 7:00 0 1 1 0 1 0 0 0 0 0 0 0 0 3 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 5 1 0 1 0 0 0 0 0 0 0 0 7 7:15 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 6 1 0 1 0 0 0 0 0 0 0 0 8 0 6 1 0 3 0 0 0 0 0 0 0 0 10 7:30 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 2 1 0 2 0 0 0 0 0 0 0 0 5 0 2 2 0 2 0 0 0 0 0 0 0 0 6 7:45 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 4 3 0 0 0 0 0 0 0 0 0 0 7 0 5 4 0 0 0 0 0 0 0 0 0 0 9 8:00 0 6 1 1 0 0 0 0 0 0 0 0 0 8 0 2 3 1 0 0 0 0 0 0 0 0 0 6 0 8 4 2 0 0 0 0 0 0 0 0 0 14 8:15 0 2 3 0 0 0 0 1 0 0 0 0 0 6 0 3 1 0 2 0 0 0 0 0 0 0 0 6 0 5 4 0 2 0 0 1 0 0 0 0 0 12 8:30 0 2 2 0 1 0 0 0 0 0 0 0 0 5 0 1 4 1 0 0 0 0 1 0 0 0 0 7 0 3 6 1 1 0 0 0 1 0 0 0 0 12 8:45 0 1 0 0 1 0 0 1 0 0 0 0 0 3 0 3 5 0 0 0 0 0 0 0 0 0 0 8 0 4 5 0 1 0 0 1 0 0 0 0 0 11 9:00 0 0 3 0 0 0 0 0 0 0 0 0 0 3 1 3 1 0 1 0 0 0 0 0 0 0 0 6 1 3 4 0 1 0 0 0 0 0 0 0 0 9 9:15 0 1 1 0 0 1 0 0 0 0 0 0 0 3 0 2 0 0 0 0 0 1 0 0 0 0 0 3 0 3 1 0 0 1 0 1 0 0 0 0 0 6 9:30 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 6 2 0 0 0 0 0 0 0 0 0 0 8 0 10 4 0 0 0 0 0 0 0 0 0 0 14 9:45 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 6 4 0 0 0 0 0 0 0 0 0 0 10 10:00 0 3 2 0 0 0 0 0 1 0 0 0 0 6 0 8 3 0 0 0 0 0 0 0 0 0 0 11 0 11 5 0 0 0 0 0 1 0 0 0 0 17 10:15 0 3 1 0 1 0 0 0 0 0 0 0 0 5 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 9 1 0 1 0 0 0 0 0 0 0 0 11 10:30 0 6 2 1 1 1 0 0 0 0 0 0 0 11 0 6 0 0 0 0 0 0 1 0 0 0 0 7 0 12 2 1 1 1 0 0 1 0 0 0 0 18 10:45 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 9 4 0 0 0 0 0 0 0 0 0 0 13 0 13 6 0 0 0 0 0 0 0 0 0 0 19 11:00 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 1 5 1 0 0 0 0 0 0 0 0 0 7 0 5 7 1 0 0 0 0 0 0 0 0 0 13 11:15 0 0 3 0 0 0 0 0 0 0 0 0 0 3 0 3 3 0 0 1 0 0 0 0 0 0 0 7 0 3 6 0 0 1 0 0 0 0 0 0 0 10 11:30 0 5 2 0 0 0 0 0 0 0 0 0 0 7 0 5 3 0 1 0 0 0 0 0 0 0 0 9 0 10 5 0 1 0 0 0 0 0 0 0 0 16 11:45 0 4 2 0 0 0 0 0 1 0 0 0 0 7 0 4 2 0 0 1 0 0 0 0 0 0 0 7 0 8 4 0 0 1 0 0 1 0 0 0 0 14 15-MINUTE BREAKDOWN 127
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_001
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
Skyway N/O Pentz Rd
3/26/2024
Time NORTHBOUND Total SOUTHBOUND Total TOTALS Total
12:00 0 4 1 0 1 0 0 0 0 0 0 0 0 6 0 3 3 0 0 0 0 0 1 0 0 0 0 7 0 7 4 0 1 0 0 0 1 0 0 0 0 13 12:15 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 2 0 0 1 0 0 0 0 0 0 0 0 3 0 6 2 0 1 0 0 0 0 0 0 0 0 9 12:30 0 3 1 0 1 0 0 0 0 0 0 0 0 5 0 5 3 0 0 1 0 0 0 0 0 0 0 9 0 8 4 0 1 1 0 0 0 0 0 0 0 14 12:45 0 2 2 0 0 0 0 0 0 0 0 0 0 4 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 4 2 0 0 0 0 0 0 0 0 0 0 6 13:00 0 5 1 0 0 0 0 0 1 0 0 0 0 7 0 6 6 0 0 0 0 0 0 0 0 0 0 12 0 11 7 0 0 0 0 0 1 0 0 0 0 19 13:15 0 6 1 1 0 0 0 0 0 0 0 0 0 8 0 3 2 0 0 0 0 0 1 0 0 0 0 6 0 9 3 1 0 0 0 0 1 0 0 0 0 14 13:30 0 2 3 0 0 0 0 1 0 0 0 0 0 6 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 5 5 0 0 0 0 1 0 0 0 0 0 11 13:45 0 1 5 0 1 0 0 0 0 0 0 0 0 7 0 4 5 1 0 0 0 0 0 0 0 0 0 10 0 5 10 1 1 0 0 0 0 0 0 0 0 17 14:00 0 3 4 0 0 0 0 0 0 0 0 0 0 7 0 3 4 0 0 0 0 0 0 0 0 0 0 7 0 6 8 0 0 0 0 0 0 0 0 0 0 14 14:15 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 0 0 0 0 0 0 0 0 3 0 2 1 0 2 0 0 0 0 0 0 0 0 5 14:30 0 0 1 0 0 0 0 0 1 0 0 0 0 2 0 6 4 0 0 0 0 0 0 0 0 0 0 10 0 6 5 0 0 0 0 0 1 0 0 0 0 12 14:45 0 0 6 0 0 0 0 0 0 0 0 0 0 6 0 5 4 0 0 0 0 0 0 0 0 0 0 9 0 5 10 0 0 0 0 0 0 0 0 0 0 15 15:00 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 5 1 0 0 0 0 0 0 0 0 0 0 6 0 9 3 0 0 0 0 0 0 0 0 0 0 12 15:15 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 8 3 0 0 1 0 0 0 0 0 0 0 12 0 10 4 0 0 1 0 0 0 0 0 0 0 15 15:30 0 2 5 1 0 0 0 0 0 0 0 0 0 8 0 9 1 0 2 0 0 0 0 0 0 0 0 12 0 11 6 1 2 0 0 0 0 0 0 0 0 20 15:45 0 4 3 1 1 1 0 0 0 0 0 0 0 10 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 7 5 1 1 1 0 0 0 0 0 0 0 15 16:00 0 3 0 0 1 0 0 0 0 0 0 0 0 4 0 6 2 1 0 0 0 0 0 0 0 0 0 9 0 9 2 1 1 0 0 0 0 0 0 0 0 13 16:15 2 7 1 0 0 0 0 0 0 0 0 0 0 10 0 6 1 0 0 0 0 0 0 0 0 0 0 7 2 13 2 0 0 0 0 0 0 0 0 0 0 17 16:30 0 6 6 0 0 0 0 0 0 0 0 0 0 12 0 5 3 0 0 0 0 0 0 0 0 0 0 8 0 11 9 0 0 0 0 0 0 0 0 0 0 20 16:45 0 2 0 0 0 0 0 0 0 0 0 0 0 2 1 5 4 0 2 0 0 0 0 0 0 0 0 12 1 7 4 0 2 0 0 0 0 0 0 0 0 14 17:00 1 4 2 0 0 0 0 0 0 0 0 0 0 7 2 4 1 0 0 0 0 0 0 0 0 0 0 7 3 8 3 0 0 0 0 0 0 0 0 0 0 14 17:15 0 6 2 0 0 0 0 0 0 0 0 0 0 8 0 3 3 0 0 0 0 0 0 0 0 0 0 6 0 9 5 0 0 0 0 0 0 0 0 0 0 14 17:30 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 3 4 0 0 0 0 0 0 0 0 0 0 7 17:45 0 9 3 1 1 0 0 0 0 0 0 0 0 14 0 3 3 0 0 0 0 0 0 0 0 0 0 6 0 12 6 1 1 0 0 0 0 0 0 0 0 20 18:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 12 0 0 0 0 0 0 0 0 0 0 0 12 18:15 0 4 1 0 0 0 0 0 0 0 0 0 0 5 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 5 1 0 0 0 0 0 0 0 0 0 0 6 18:30 1 4 1 0 0 0 0 0 0 0 0 0 0 6 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 5 1 0 0 0 0 0 0 0 0 0 0 7 18:45 0 2 0 0 1 0 0 0 0 0 0 0 0 3 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 4 1 0 1 0 0 0 0 0 0 0 0 6 19:00 0 2 3 0 0 0 0 0 0 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 4 3 0 0 0 0 0 0 0 0 0 0 7 19:15 0 7 2 0 0 0 0 0 0 0 0 0 0 9 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 8 3 0 0 0 0 0 0 0 0 0 0 11 19:30 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 9 1 0 0 0 0 0 0 0 0 0 0 10 19:45 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 6 2 0 0 0 0 0 0 0 0 0 0 8 0 8 2 0 0 0 0 0 0 0 0 0 0 10 20:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 3 1 0 0 0 0 0 0 0 0 0 0 4 20:15 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 3 2 0 0 0 0 0 0 0 0 0 0 5 20:30 0 6 2 0 0 0 0 0 0 0 0 0 0 8 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 9 2 0 0 0 0 0 0 0 0 0 0 11 20:45 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4 21:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 6 3 0 0 0 0 0 0 0 0 0 0 9 21:15 0 2 2 0 0 0 0 0 0 0 0 0 0 4 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 3 3 0 0 0 0 0 0 0 0 0 0 6 21:30 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 21:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 2 22:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 22:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 2 22:30 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 3 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 0 1 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 1 0 0 0 0 0 0 0 0 0 0 0 1 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 3 Totals 4 199 109 7 16 3 0 3 4 0 0 0 0 345 4 236 114 6 15 4 0 1 4 0 0 0 0 384 8 435 223 13 31 7 0 4 8 0 0 0 0 729 % of Totals 1% 58% 32% 2% 5% 1% 1% 1% 100% 1% 61% 30% 2% 4% 1% 0% 1% 100% 1% 60% 31% 2% 4% 1% 1% 1% 100% 15-MINUTE BREAKDOWN 128
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_001
NB SB EB WB Total
345 384 0 0 729
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 1 3 4 12:00 6 7 13 00:00 01:00 4 4 8
0:15 2 0 2 12:15 6 3 9 01:00 02:00 0 0 0
0:30 1 1 2 12:30 5 9 14 02:00 03:00 1 0 1
0:45 0 0 0 12:45 4 2 6 03:00 04:00 0 0 0
1:00 0 0 0 13:00 7 12 19 04:00 05:00 0 2 2
1:15 0 0 0 13:15 8 6 14 05:00 06:00 0 5 5
1:30 0 0 0 13:30 6 5 11 06:00 07:00 12 10 22
1:45 0 0 0 13:45 7 10 17 07:00 08:00 8 24 32
2:00 1 0 1 14:00 7 7 14 08:00 09:00 22 27 49
2:15 0 0 0 14:15 2 3 5 09:00 10:00 17 22 39
2:30 0 0 0 14:30 2 10 12 10:00 11:00 28 37 65
2:45 0 0 0 14:45 6 9 15 11:00 12:00 23 30 53
3:00 0 0 0 15:00 6 6 12 12:00 13:00 21 21 42
3:15 0 0 0 15:15 3 12 15 13:00 14:00 28 33 61
3:30 0 0 0 15:30 8 12 20 14:00 15:00 17 29 46
3:45 0 0 0 15:45 10 5 15 15:00 16:00 27 35 62
4:00 0 1 1 16:00 4 9 13 16:00 17:00 28 36 64
4:15 0 0 0 16:15 10 7 17 17:00 18:00 34 21 55
4:30 0 0 0 16:30 12 8 20 18:00 19:00 20 11 31
4:45 0 1 1 16:45 2 12 14 19:00 20:00 20 18 38
5:00 0 1 1 17:00 7 7 14 20:00 21:00 17 7 24
5:15 0 1 1 17:15 8 6 14 21:00 22:00 11 8 19
5:30 0 1 1 17:30 5 2 7 22:00 23:00 5 2 7
5:45 0 2 2 17:45 14 6 20 23:00 00:00 2 2 4
6:00 2 0 2 18:00 6 6 12
6:15 2 2 4 18:15 5 1 6 NB SB EB WB TOTAL
6:30 4 2 6 18:30 6 1 7 00:00 to 12:00
6:45 4 6 10 18:45 3 3 6 115 161 276
7:00 3 4 7 19:00 5 2 7 10:00 10:00 10:00
7:15 2 8 10 19:15 9 2 11 28 37 65
7:30 1 5 6 19:30 4 6 10 0.636 0.712 0.855
7:45 2 7 9 19:45 2 8 10
8:00 8 6 14 20:00 2 2 4 12:00 to 00:00
8:15 6 6 12 20:15 3 2 5 230 223 453
8:30 5 7 12 20:30 8 3 11 15:45 14:45 15:30
8:45 3 8 11 20:45 4 0 4 36 39 65
9:00 3 6 9 21:00 4 5 9 0.750 0.813 0.813
9:15 3 3 6 21:15 4 2 6
9:30 6 8 14 21:30 2 0 2 07:00 to 09:00
9:45 5 5 10 21:45 1 1 2 30 51 81
10:00 6 11 17 22:00 2 0 2 8:00 8:00 8:00
10:15 5 6 11 22:15 1 1 2 22 27 49
10:30 11 7 18 22:30 2 1 3 0.688 0.844 0.875
10:45 6 13 19 22:45 0 0 0
11:00 6 7 13 23:00 0 0 0 16:00 to 18:00
11:15 3 7 10 23:15 1 0 1 62 57 119
11:30 7 9 16 23:30 0 0 0 17:00 16:00 16:15
11:45 7 7 14 23:45 1 2 3 34 36 65
TOTALS 115 161 0 0 276 TOTALS 230 223 0 0 453 0.607 0.750 0.813 SPLIT % 42% 58% 0% 0% 38% SPLIT % 51% 49% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Skyway N/O Pentz Rd
3/26/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 5
10 15
20 25
30 35
40 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
129
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_002
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 0:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 6 0 0 0 0 0 0 0 0 0 0 0 6 1:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 3 1 0 0 0 0 0 0 0 0 0 0 4 2:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 2 0 0 0 0 0 0 0 0 0 0 3 3:00 0 1 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 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 6 1 0 1 0 0 0 0 0 0 0 0 8 5:00 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 6 6 0 0 0 0 0 0 0 0 0 0 12 0 6 7 0 1 0 0 0 0 0 0 0 0 14 6:00 0 10 13 0 2 0 0 0 0 0 0 0 0 25 1 17 17 0 1 0 0 0 0 0 0 0 0 36 1 27 30 0 3 0 0 0 0 0 0 0 0 61 7:00 0 22 17 0 0 0 0 0 0 0 0 0 0 39 1 56 30 0 1 0 0 0 0 0 0 0 0 88 1 78 47 0 1 0 0 0 0 0 0 0 0 127 8:00 0 51 32 0 3 0 0 1 0 0 0 0 0 87 1 63 44 0 2 0 0 0 0 0 0 0 0 110 1 114 76 0 5 0 0 1 0 0 0 0 0 197 9:00 0 26 22 0 1 1 1 2 0 0 0 0 0 53 0 28 16 0 2 0 0 0 1 0 0 0 0 47 0 54 38 0 3 1 1 2 1 0 0 0 0 100 10:00 0 27 19 0 3 0 0 0 0 0 0 0 0 49 0 38 14 0 2 0 0 0 1 0 0 0 0 55 0 65 33 0 5 0 0 0 1 0 0 0 0 104 11:00 1 31 23 0 1 0 0 0 0 0 0 0 0 56 0 23 26 0 1 0 0 0 0 0 0 0 0 50 1 54 49 0 2 0 0 0 0 0 0 0 0 106 12:00 1 31 21 0 3 0 0 0 0 0 0 0 0 56 0 24 25 0 0 0 0 0 1 0 0 0 0 50 1 55 46 0 3 0 0 0 1 0 0 0 0 106 13:00 2 30 26 0 1 0 0 0 0 0 0 0 0 59 0 50 26 0 1 0 0 0 1 0 0 0 0 78 2 80 52 0 2 0 0 0 1 0 0 0 0 137 14:00 0 45 39 0 0 1 0 1 0 0 0 0 0 86 2 62 43 1 2 2 0 1 0 0 0 0 0 113 2 107 82 1 2 3 0 2 0 0 0 0 0 199 15:00 1 57 44 0 2 1 0 0 0 0 0 0 0 105 0 39 27 0 2 0 0 1 0 0 0 0 0 69 1 96 71 0 4 1 0 1 0 0 0 0 0 174 16:00 2 53 28 0 0 0 0 0 0 0 0 0 0 83 1 50 22 0 0 0 0 0 0 0 0 0 0 73 3 103 50 0 0 0 0 0 0 0 0 0 0 156 17:00 1 44 30 0 2 0 0 0 0 0 0 0 0 77 0 34 18 0 2 0 0 0 0 0 0 0 0 54 1 78 48 0 4 0 0 0 0 0 0 0 0 131 18:00 1 35 14 0 1 0 0 0 0 0 0 0 0 51 0 34 15 0 0 0 0 2 0 0 0 0 0 51 1 69 29 0 1 0 0 2 0 0 0 0 0 102 19:00 0 29 12 0 1 0 0 1 0 0 0 0 0 43 0 16 7 0 1 0 0 0 0 0 0 0 0 24 0 45 19 0 2 0 0 1 0 0 0 0 0 67 20:00 0 16 8 0 0 0 0 0 0 0 0 0 0 24 0 13 15 0 0 0 0 0 0 0 0 0 0 28 0 29 23 0 0 0 0 0 0 0 0 0 0 52 21:00 0 22 5 0 0 0 0 0 0 0 0 0 0 27 0 6 13 0 0 0 0 0 0 0 0 0 0 19 0 28 18 0 0 0 0 0 0 0 0 0 0 46 22:00 0 5 6 0 0 0 0 0 0 0 0 0 0 11 0 1 5 0 0 0 0 0 0 0 0 0 0 6 0 6 11 0 0 0 0 0 0 0 0 0 0 17 23:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7 0 1 3 0 0 0 0 0 0 0 0 0 0 4 0 7 4 0 0 0 0 0 0 0 0 0 0 11 Totals 9 547 363 0 22 3 1 5 0 0 0 0 0 950 6 571 374 1 17 2 0 4 4 0 0 0 0 979 15 1,118 737 1 39 5 1 9 4 0 0 0 0 1,929 % of Totals 1% 58% 38% 2% 0% 0% 1% 100% 1% 58% 38% 0% 2% 0% 0% 0% 100% 1% 58% 38% 0% 2% 0% 0% 0% 0% 100% 00:00 - 12:00 1 174 129 0 12 1 1 3 0 0 0 0 0 321 3 241 155 0 9 0 0 0 2 0 0 0 0 410 4 415 284 0 21 1 1 3 2 0 0 0 0 731 % 0% 18% 14% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 34% 0% 25% 16% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 42% 0% 22% 15% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 38% Peak Hour 11:15 8:00 7:30 0:00 8:30 8:30 8:45 8:15 0:00 0:00 0:00 0:00 0:00 8:00 6:45 7:30 7:45 0:00 9:45 0:00 0:00 0:00 8:45 0:00 0:00 0:00 0:00 7:45 6:45 7:30 7:30 0:00 8:30 8:30 8:45 8:15 8:45 0:00 0:00 0:00 0:00 7:30 Peak Volume 2 51 34 0 4 1 1 2 0 0 0 0 0 87 2 86 50 0 3 0 0 0 1 0 0 0 0 137 2 136 81 0 6 1 1 2 1 0 0 0 0 220 12:00 - 24:00 8 373 234 0 10 2 0 2 0 0 0 0 0 629 3 330 219 1 8 2 0 4 2 0 0 0 0 569 11 703 453 1 18 4 0 6 2 0 0 0 0 1198 % 1% 39% 25% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 66% 0% 34% 22% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 58% 1% 36% 23% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 62% Peak Hour 16:15 14:15 14:30 12:00 12:00 14:00 12:00 13:30 12:00 12:00 12:00 12:00 12:00 14:15 13:45 14:00 14:15 13:45 13:30 13:45 12:00 17:45 12:00 12:00 12:00 12:00 12:00 14:15 16:15 14:15 14:15 13:45 13:30 14:00 12:00 13:30 12:00 12:00 12:00 12:00 12:00 14:15 Peak Volume 3 62 47 0 3 1 0 1 0 0 0 0 0 108 2 62 49 1 3 2 0 2 1 0 0 0 0 117 4 124 93 1 4 3 0 2 1 0 0 0 0 225 07:00 - 09:00 0 73 49 0 3 0 0 1 0 0 0 0 0 126 2 119 74 0 3 0 0 0 0 0 0 0 0 198 2 192 123 0 6 0 0 1 0 0 0 0 0 324 % 0% 8% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 13% 0% 12% 8% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% 10% 6% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 17% Peak Hour 7:00 8:00 7:30 7:00 8:00 7:00 7:00 7:45 7:00 7:00 7:00 7:00 7:00 8:00 7:00 7:30 7:45 7:00 7:15 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:00 7:45 7:00 7:30 7:30 7:00 8:00 7:00 7:00 7:45 7:00 7:00 7:00 7:00 7:00 7:30 Peak Volume 0 51 34 0 3 0 0 1 0 0 0 0 0 87 1 86 50 0 2 0 0 0 0 0 0 0 0 137 1 136 81 0 5 0 0 1 0 0 0 0 0 220 16:00 - 18:00 3 97 58 0 2 0 0 0 0 0 0 0 0 160 1 84 40 0 2 0 0 0 0 0 0 0 0 127 4 181 98 0 4 0 0 0 0 0 0 0 0 287 % 0% 10% 6% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 17% 0% 9% 4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 13% 0% 9% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 15% Peak Hour 16:15 16:45 16:45 16:00 16:30 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:45 16:00 16:15 16:00 16:00 16:45 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 16:00 16:00 16:00 16:45 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 Peak Volume 3 54 32 0 2 0 0 0 0 0 0 0 0 89 1 52 22 0 2 0 0 0 0 0 0 0 0 73 4 103 50 0 4 0 0 0 0 0 0 0 0 156 STATISTICS #7 >=4-Axle Single Units
#8 <=4-Axle Single Trailers #9 5-Axle Single Trailers #10 >=6-Axle Single Trailers #11 <=5-Axle Multi-Trailers #12 6-Axle Multi-Trailers #13 >=7-Axle Multi-Trailers HOURLY BREAKDOWN FHWA
CLASSIFICATION DEFINITIONS
#1 Motorcycles #2 Passenger Cars #3 2-Axle, 4-Tire Single Unit #4 Buses #5 2-Axle, 6-Tire Single Units #6 3-Axle Single Units Prepared by National Data & Surveying Services
CLASSIFICATION
Pentz Rd S/O Skyway
3/26/2024
Time NORTHBOUND Total SOUTHBOUND Total TOTALS Total
130
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_002
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
Pentz Rd S/O Skyway
3/26/2024
Time NORTHBOUND Total SOUTHBOUND Total TOTALS Total
0:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:30 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0:45 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 2 1:30 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:45 0 1 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 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 0 0 1 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 1 0 0 0 0 0 0 0 0 0 0 1 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 0 1 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 1 0 0 0 0 0 0 0 0 0 0 0 1 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:30 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:45 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 2 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 3 5:15 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 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5:45 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 1 5 0 0 0 0 0 0 0 0 0 0 6 0 1 6 0 1 0 0 0 0 0 0 0 0 8 6:00 0 1 3 0 0 0 0 0 0 0 0 0 0 4 0 0 6 0 0 0 0 0 0 0 0 0 0 6 0 1 9 0 0 0 0 0 0 0 0 0 0 10 6:15 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 4 1 0 1 0 0 0 0 0 0 0 0 6 0 7 3 0 1 0 0 0 0 0 0 0 0 11 6:30 0 5 4 0 0 0 0 0 0 0 0 0 0 9 0 3 5 0 0 0 0 0 0 0 0 0 0 8 0 8 9 0 0 0 0 0 0 0 0 0 0 17 6:45 0 1 4 0 2 0 0 0 0 0 0 0 0 7 1 10 5 0 0 0 0 0 0 0 0 0 0 16 1 11 9 0 2 0 0 0 0 0 0 0 0 23 7:00 0 3 4 0 0 0 0 0 0 0 0 0 0 7 0 11 6 0 0 0 0 0 0 0 0 0 0 17 0 14 10 0 0 0 0 0 0 0 0 0 0 24 7:15 0 5 5 0 0 0 0 0 0 0 0 0 0 10 0 6 9 0 0 0 0 0 0 0 0 0 0 15 0 11 14 0 0 0 0 0 0 0 0 0 0 25 7:30 0 9 6 0 0 0 0 0 0 0 0 0 0 15 1 10 6 0 1 0 0 0 0 0 0 0 0 18 1 19 12 0 1 0 0 0 0 0 0 0 0 33 7:45 0 5 2 0 0 0 0 0 0 0 0 0 0 7 0 29 9 0 0 0 0 0 0 0 0 0 0 38 0 34 11 0 0 0 0 0 0 0 0 0 0 45 8:00 0 19 13 0 0 0 0 0 0 0 0 0 0 32 0 29 18 0 1 0 0 0 0 0 0 0 0 48 0 48 31 0 1 0 0 0 0 0 0 0 0 80 8:15 0 17 13 0 0 0 0 0 0 0 0 0 0 30 0 18 14 0 0 0 0 0 0 0 0 0 0 32 0 35 27 0 0 0 0 0 0 0 0 0 0 62 8:30 0 7 2 0 2 0 0 1 0 0 0 0 0 12 1 9 9 0 0 0 0 0 0 0 0 0 0 19 1 16 11 0 2 0 0 1 0 0 0 0 0 31 8:45 0 8 4 0 1 0 0 0 0 0 0 0 0 13 0 7 3 0 1 0 0 0 0 0 0 0 0 11 0 15 7 0 2 0 0 0 0 0 0 0 0 24 9:00 0 5 3 0 0 0 0 1 0 0 0 0 0 9 0 3 3 0 1 0 0 0 0 0 0 0 0 7 0 8 6 0 1 0 0 1 0 0 0 0 0 16 9:15 0 7 3 0 1 1 0 0 0 0 0 0 0 12 0 10 4 0 0 0 0 0 0 0 0 0 0 14 0 17 7 0 1 1 0 0 0 0 0 0 0 26 9:30 0 9 9 0 0 0 1 0 0 0 0 0 0 19 0 10 4 0 0 0 0 0 1 0 0 0 0 15 0 19 13 0 0 0 1 0 1 0 0 0 0 34 9:45 0 5 7 0 0 0 0 1 0 0 0 0 0 13 0 5 5 0 1 0 0 0 0 0 0 0 0 11 0 10 12 0 1 0 0 1 0 0 0 0 0 24 10:00 0 9 4 0 1 0 0 0 0 0 0 0 0 14 0 10 4 0 1 0 0 0 0 0 0 0 0 15 0 19 8 0 2 0 0 0 0 0 0 0 0 29 10:15 0 5 4 0 0 0 0 0 0 0 0 0 0 9 0 10 5 0 0 0 0 0 0 0 0 0 0 15 0 15 9 0 0 0 0 0 0 0 0 0 0 24 10:30 0 6 7 0 0 0 0 0 0 0 0 0 0 13 0 7 1 0 1 0 0 0 1 0 0 0 0 10 0 13 8 0 1 0 0 0 1 0 0 0 0 23 10:45 0 7 4 0 2 0 0 0 0 0 0 0 0 13 0 11 4 0 0 0 0 0 0 0 0 0 0 15 0 18 8 0 2 0 0 0 0 0 0 0 0 28 11:00 0 8 6 0 0 0 0 0 0 0 0 0 0 14 0 6 2 0 0 0 0 0 0 0 0 0 0 8 0 14 8 0 0 0 0 0 0 0 0 0 0 22 11:15 0 7 6 0 0 0 0 0 0 0 0 0 0 13 0 3 7 0 0 0 0 0 0 0 0 0 0 10 0 10 13 0 0 0 0 0 0 0 0 0 0 23 11:30 0 8 5 0 1 0 0 0 0 0 0 0 0 14 0 5 8 0 0 0 0 0 0 0 0 0 0 13 0 13 13 0 1 0 0 0 0 0 0 0 0 27 11:45 1 8 6 0 0 0 0 0 0 0 0 0 0 15 0 9 9 0 1 0 0 0 0 0 0 0 0 19 1 17 15 0 1 0 0 0 0 0 0 0 0 34 15-MINUTE BREAKDOWN 131
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_002
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
Pentz Rd S/O Skyway
3/26/2024
Time NORTHBOUND Total SOUTHBOUND Total TOTALS Total
12:00 1 8 6 0 1 0 0 0 0 0 0 0 0 16 0 4 3 0 0 0 0 0 1 0 0 0 0 8 1 12 9 0 1 0 0 0 1 0 0 0 0 24 12:15 0 5 6 0 2 0 0 0 0 0 0 0 0 13 0 7 6 0 0 0 0 0 0 0 0 0 0 13 0 12 12 0 2 0 0 0 0 0 0 0 0 26 12:30 0 10 3 0 0 0 0 0 0 0 0 0 0 13 0 6 9 0 0 0 0 0 0 0 0 0 0 15 0 16 12 0 0 0 0 0 0 0 0 0 0 28 12:45 0 8 6 0 0 0 0 0 0 0 0 0 0 14 0 7 7 0 0 0 0 0 0 0 0 0 0 14 0 15 13 0 0 0 0 0 0 0 0 0 0 28 13:00 0 7 11 0 0 0 0 0 0 0 0 0 0 18 0 16 7 0 0 0 0 0 0 0 0 0 0 23 0 23 18 0 0 0 0 0 0 0 0 0 0 41 13:15 2 5 2 0 0 0 0 0 0 0 0 0 0 9 0 13 4 0 0 0 0 0 1 0 0 0 0 18 2 18 6 0 0 0 0 0 1 0 0 0 0 27 13:30 0 8 5 0 0 0 0 0 0 0 0 0 0 13 0 8 12 0 1 0 0 0 0 0 0 0 0 21 0 16 17 0 1 0 0 0 0 0 0 0 0 34 13:45 0 10 8 0 1 0 0 0 0 0 0 0 0 19 0 13 3 0 0 0 0 0 0 0 0 0 0 16 0 23 11 0 1 0 0 0 0 0 0 0 0 35 14:00 0 7 7 0 0 0 0 0 0 0 0 0 0 14 0 11 6 0 0 1 0 1 0 0 0 0 0 19 0 18 13 0 0 1 0 1 0 0 0 0 0 33 14:15 0 10 9 0 0 0 0 1 0 0 0 0 0 20 0 15 9 0 2 0 0 0 0 0 0 0 0 26 0 25 18 0 2 0 0 1 0 0 0 0 0 46 14:30 0 17 12 0 0 0 0 0 0 0 0 0 0 29 2 16 16 1 0 1 0 0 0 0 0 0 0 36 2 33 28 1 0 1 0 0 0 0 0 0 0 65 14:45 0 11 11 0 0 1 0 0 0 0 0 0 0 23 0 20 12 0 0 0 0 0 0 0 0 0 0 32 0 31 23 0 0 1 0 0 0 0 0 0 0 55 15:00 0 24 12 0 0 0 0 0 0 0 0 0 0 36 0 11 12 0 0 0 0 0 0 0 0 0 0 23 0 35 24 0 0 0 0 0 0 0 0 0 0 59 15:15 1 6 12 0 0 0 0 0 0 0 0 0 0 19 0 7 6 0 1 0 0 0 0 0 0 0 0 14 1 13 18 0 1 0 0 0 0 0 0 0 0 33 15:30 0 14 8 0 0 0 0 0 0 0 0 0 0 22 0 6 4 0 1 0 0 1 0 0 0 0 0 12 0 20 12 0 1 0 0 1 0 0 0 0 0 34 15:45 0 13 12 0 2 1 0 0 0 0 0 0 0 28 0 15 5 0 0 0 0 0 0 0 0 0 0 20 0 28 17 0 2 1 0 0 0 0 0 0 0 48 16:00 0 16 10 0 0 0 0 0 0 0 0 0 0 26 0 10 5 0 0 0 0 0 0 0 0 0 0 15 0 26 15 0 0 0 0 0 0 0 0 0 0 41 16:15 1 16 6 0 0 0 0 0 0 0 0 0 0 23 0 8 7 0 0 0 0 0 0 0 0 0 0 15 1 24 13 0 0 0 0 0 0 0 0 0 0 38 16:30 1 6 6 0 0 0 0 0 0 0 0 0 0 13 0 14 5 0 0 0 0 0 0 0 0 0 0 19 1 20 11 0 0 0 0 0 0 0 0 0 0 32 16:45 0 15 6 0 0 0 0 0 0 0 0 0 0 21 1 18 5 0 0 0 0 0 0 0 0 0 0 24 1 33 11 0 0 0 0 0 0 0 0 0 0 45 17:00 1 13 11 0 1 0 0 0 0 0 0 0 0 26 0 12 2 0 0 0 0 0 0 0 0 0 0 14 1 25 13 0 1 0 0 0 0 0 0 0 0 40 17:15 0 15 8 0 1 0 0 0 0 0 0 0 0 24 0 5 4 0 1 0 0 0 0 0 0 0 0 10 0 20 12 0 2 0 0 0 0 0 0 0 0 34 17:30 0 11 7 0 0 0 0 0 0 0 0 0 0 18 0 8 5 0 1 0 0 0 0 0 0 0 0 14 0 19 12 0 1 0 0 0 0 0 0 0 0 32 17:45 0 5 4 0 0 0 0 0 0 0 0 0 0 9 0 9 7 0 0 0 0 0 0 0 0 0 0 16 0 14 11 0 0 0 0 0 0 0 0 0 0 25 18:00 0 12 3 0 0 0 0 0 0 0 0 0 0 15 0 8 3 0 0 0 0 1 0 0 0 0 0 12 0 20 6 0 0 0 0 1 0 0 0 0 0 27 18:15 0 8 5 0 1 0 0 0 0 0 0 0 0 14 0 10 1 0 0 0 0 0 0 0 0 0 0 11 0 18 6 0 1 0 0 0 0 0 0 0 0 25 18:30 1 7 3 0 0 0 0 0 0 0 0 0 0 11 0 8 7 0 0 0 0 1 0 0 0 0 0 16 1 15 10 0 0 0 0 1 0 0 0 0 0 27 18:45 0 8 3 0 0 0 0 0 0 0 0 0 0 11 0 8 4 0 0 0 0 0 0 0 0 0 0 12 0 16 7 0 0 0 0 0 0 0 0 0 0 23 19:00 0 4 0 0 0 0 0 1 0 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 6 0 0 0 0 0 1 0 0 0 0 0 7 19:15 0 4 4 0 1 0 0 0 0 0 0 0 0 9 0 4 3 0 1 0 0 0 0 0 0 0 0 8 0 8 7 0 2 0 0 0 0 0 0 0 0 17 19:30 0 14 6 0 0 0 0 0 0 0 0 0 0 20 0 4 4 0 0 0 0 0 0 0 0 0 0 8 0 18 10 0 0 0 0 0 0 0 0 0 0 28 19:45 0 7 2 0 0 0 0 0 0 0 0 0 0 9 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 13 2 0 0 0 0 0 0 0 0 0 0 15 20:00 0 3 4 0 0 0 0 0 0 0 0 0 0 7 0 6 3 0 0 0 0 0 0 0 0 0 0 9 0 9 7 0 0 0 0 0 0 0 0 0 0 16 20:15 0 4 3 0 0 0 0 0 0 0 0 0 0 7 0 3 9 0 0 0 0 0 0 0 0 0 0 12 0 7 12 0 0 0 0 0 0 0 0 0 0 19 20:30 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 7 2 0 0 0 0 0 0 0 0 0 0 9 20:45 0 5 1 0 0 0 0 0 0 0 0 0 0 6 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 6 2 0 0 0 0 0 0 0 0 0 0 8 21:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 9 1 0 0 0 0 0 0 0 0 0 0 10 21:15 0 7 3 0 0 0 0 0 0 0 0 0 0 10 0 2 4 0 0 0 0 0 0 0 0 0 0 6 0 9 7 0 0 0 0 0 0 0 0 0 0 16 21:30 0 5 2 0 0 0 0 0 0 0 0 0 0 7 0 0 3 0 0 0 0 0 0 0 0 0 0 3 0 5 5 0 0 0 0 0 0 0 0 0 0 10 21:45 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 2 5 0 0 0 0 0 0 0 0 0 0 7 0 5 5 0 0 0 0 0 0 0 0 0 0 10 22:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 3 22:15 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 2 2 0 0 0 0 0 0 0 0 0 0 4 22:30 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 3 22:45 0 1 4 0 0 0 0 0 0 0 0 0 0 5 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 1 6 0 0 0 0 0 0 0 0 0 0 7 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 0 0 0 0 0 0 0 0 3 23:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 3 23:30 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 23:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 2 Totals 9 547 363 0 22 3 1 5 0 0 0 0 0 950 6 571 374 1 17 2 0 4 4 0 0 0 0 979 15 1,118 737 1 39 5 1 9 4 0 0 0 0 1,929 % of Totals 1% 58% 38% 2% 0% 0% 1% 100% 1% 58% 38% 0% 2% 0% 0% 0% 100% 1% 58% 38% 0% 2% 0% 0% 0% 0% 100% 15-MINUTE BREAKDOWN 132
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_002
NB SB EB WB Total
950 979 0 0 1,929
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 2 0 2 12:00 16 8 24 00:00 01:00 4 2 6
0:15 0 0 0 12:15 13 13 26 01:00 02:00 2 2 4
0:30 2 1 3 12:30 13 15 28 02:00 03:00 1 2 3
0:45 0 1 1 12:45 14 14 28 03:00 04:00 1 0 1
1:00 0 0 0 13:00 18 23 41 04:00 05:00 2 6 8
1:15 1 1 2 13:15 9 18 27 05:00 06:00 2 12 14
1:30 0 1 1 13:30 13 21 34 06:00 07:00 25 36 61
1:45 1 0 1 13:45 19 16 35 07:00 08:00 39 88 127
2:00 1 0 1 14:00 14 19 33 08:00 09:00 87 110 197
2:15 0 0 0 14:15 20 26 46 09:00 10:00 53 47 100
2:30 0 0 0 14:30 29 36 65 10:00 11:00 49 55 104
2:45 0 2 2 14:45 23 32 55 11:00 12:00 56 50 106
3:00 0 0 0 15:00 36 23 59 12:00 13:00 56 50 106
3:15 1 0 1 15:15 19 14 33 13:00 14:00 59 78 137
3:30 0 0 0 15:30 22 12 34 14:00 15:00 86 113 199
3:45 0 0 0 15:45 28 20 48 15:00 16:00 105 69 174
4:00 0 1 1 16:00 26 15 41 16:00 17:00 83 73 156
4:15 0 2 2 16:15 23 15 38 17:00 18:00 77 54 131
4:30 1 2 3 16:30 13 19 32 18:00 19:00 51 51 102
4:45 1 1 2 16:45 21 24 45 19:00 20:00 43 24 67
5:00 0 3 3 17:00 26 14 40 20:00 21:00 24 28 52
5:15 0 1 1 17:15 24 10 34 21:00 22:00 27 19 46
5:30 0 2 2 17:30 18 14 32 22:00 23:00 11 6 17
5:45 2 6 8 17:45 9 16 25 23:00 00:00 7 4 11
6:00 4 6 10 18:00 15 12 27
6:15 5 6 11 18:15 14 11 25 NB SB EB WB TOTAL
6:30 9 8 17 18:30 11 16 27 00:00 to 12:00
6:45 7 16 23 18:45 11 12 23 321 410 731
7:00 7 17 24 19:00 5 2 7 8:00 7:45 7:30
7:15 10 15 25 19:15 9 8 17 87 137 220
7:30 15 18 33 19:30 20 8 28 0.680 0.714 0.688
7:45 7 38 45 19:45 9 6 15
8:00 32 48 80 20:00 7 9 16 12:00 to 00:00
8:15 30 32 62 20:15 7 12 19 629 569 1198
8:30 12 19 31 20:30 4 5 9 14:15 14:15 14:15
8:45 13 11 24 20:45 6 2 8 108 117 225
9:00 9 7 16 21:00 7 3 10 0.750 0.813 0.865
9:15 12 14 26 21:15 10 6 16
9:30 19 15 34 21:30 7 3 10 07:00 to 09:00
9:45 13 11 24 21:45 3 7 10 126 198 324
10:00 14 15 29 22:00 2 1 3 8:00 7:45 7:30
10:15 9 15 24 22:15 2 2 4 87 137 220
10:30 13 10 23 22:30 2 1 3 0.680 0.714 0.688
10:45 13 15 28 22:45 5 2 7
11:00 14 8 22 23:00 1 2 3 16:00 to 18:00
11:15 13 10 23 23:15 2 1 3 160 127 287
11:30 14 13 27 23:30 3 0 3 16:45 16:00 16:00
11:45 15 19 34 23:45 1 1 2 89 73 156
TOTALS 321 410 0 0 731 TOTALS 629 569 0 0 1198 0.856 0.760 0.867 SPLIT % 44% 56% 0% 0% 38% SPLIT % 53% 47% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Pentz Rd S/O Skyway
3/26/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
133
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_003
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 0:00 0 14 7 0 0 0 0 0 0 0 0 0 0 21 0 13 2 0 0 0 0 0 0 0 0 0 0 15 0 27 9 0 0 0 0 0 0 0 0 0 0 36 1:00 0 8 2 0 0 0 0 0 0 0 0 0 0 10 0 7 1 0 0 1 0 0 0 0 0 0 0 9 0 15 3 0 0 1 0 0 0 0 0 0 0 19 2:00 0 9 5 0 0 0 0 0 0 0 0 0 0 14 0 6 1 0 0 0 0 0 0 0 0 0 0 7 0 15 6 0 0 0 0 0 0 0 0 0 0 21 3:00 0 2 2 0 0 0 0 0 0 0 0 0 0 4 0 13 4 0 0 0 0 0 0 0 0 0 0 17 0 15 6 0 0 0 0 0 0 0 0 0 0 21 4:00 0 0 4 0 1 0 0 0 0 0 0 0 0 5 0 48 7 0 0 0 0 1 0 0 0 0 0 56 0 48 11 0 1 0 0 1 0 0 0 0 0 61 5:00 0 12 12 0 3 0 0 0 0 0 0 0 0 27 0 109 46 0 4 0 0 1 0 0 0 0 0 160 0 121 58 0 7 0 0 1 0 0 0 0 0 187 6:00 0 70 52 6 9 2 0 0 1 0 0 0 0 140 0 205 113 1 6 0 0 0 1 0 0 0 0 326 0 275 165 7 15 2 0 0 2 0 0 0 0 466 7:00 0 120 60 2 7 3 0 0 3 0 0 0 0 195 1 390 153 3 30 1 2 2 0 0 0 0 0 582 1 510 213 5 37 4 2 2 3 0 0 0 0 777 8:00 0 175 105 1 17 2 0 7 1 0 0 0 0 308 1 357 150 5 36 2 2 0 6 0 0 0 0 559 1 532 255 6 53 4 2 7 7 0 0 0 0 867 9:00 0 144 98 0 9 3 0 3 2 0 0 0 0 259 2 281 127 0 21 0 1 4 2 0 0 0 0 438 2 425 225 0 30 3 1 7 4 0 0 0 0 697 10:00 0 187 119 2 5 3 0 6 2 0 0 0 0 324 2 252 136 0 18 1 1 2 0 0 0 0 0 412 2 439 255 2 23 4 1 8 2 0 0 0 0 736 11:00 1 190 106 0 7 1 1 1 1 0 0 0 0 308 3 221 129 2 22 2 1 1 5 0 0 0 0 386 4 411 235 2 29 3 2 2 6 0 0 0 0 694 12:00 4 232 110 0 10 1 0 4 1 0 0 0 0 362 7 242 112 0 15 2 3 2 0 0 0 0 0 383 11 474 222 0 25 3 3 6 1 0 0 0 0 745 13:00 5 257 109 5 13 1 0 6 1 0 0 0 0 397 1 248 115 1 23 0 0 0 1 0 0 0 0 389 6 505 224 6 36 1 0 6 2 0 0 0 0 786 14:00 1 274 130 2 11 2 0 1 1 0 0 0 0 422 2 262 113 1 17 2 2 0 0 0 0 0 0 399 3 536 243 3 28 4 2 1 1 0 0 0 0 821 15:00 4 386 169 7 7 2 0 2 1 0 0 0 0 578 9 296 136 4 19 2 0 1 0 0 0 0 0 467 13 682 305 11 26 4 0 3 1 0 0 0 0 1045 16:00 4 421 163 0 14 1 0 2 0 0 0 0 0 605 6 207 100 7 15 1 0 3 1 0 0 0 0 340 10 628 263 7 29 2 0 5 1 0 0 0 0 945 17:00 8 421 172 1 7 0 0 0 0 0 0 0 0 609 2 169 95 0 8 0 0 0 0 0 0 0 0 274 10 590 267 1 15 0 0 0 0 0 0 0 0 883 18:00 4 290 100 0 6 0 0 0 0 0 0 0 0 400 0 138 62 1 4 0 0 0 0 0 0 0 0 205 4 428 162 1 10 0 0 0 0 0 0 0 0 605 19:00 3 200 68 0 3 0 0 0 0 0 0 0 0 274 1 92 42 0 5 0 0 0 1 0 0 0 0 141 4 292 110 0 8 0 0 0 1 0 0 0 0 415 20:00 0 154 77 0 1 0 0 0 0 0 0 0 0 232 0 58 9 0 0 0 0 0 0 0 0 0 0 67 0 212 86 0 1 0 0 0 0 0 0 0 0 299 21:00 0 87 32 0 1 0 0 0 0 0 0 0 0 120 0 43 7 0 0 0 0 0 0 0 0 0 0 50 0 130 39 0 1 0 0 0 0 0 0 0 0 170 22:00 0 44 23 0 0 0 0 0 0 0 0 0 0 67 0 32 4 0 0 0 0 0 0 0 0 0 0 36 0 76 27 0 0 0 0 0 0 0 0 0 0 103 23:00 0 33 20 0 0 0 0 0 0 0 0 0 0 53 0 13 1 0 0 0 0 0 0 0 0 0 0 14 0 46 21 0 0 0 0 0 0 0 0 0 0 67 Totals 34 3,730 1,745 26 131 21 1 32 14 0 0 0 0 5,734 37 3,702 1,665 25 243 14 12 17 17 0 0 0 0 5,732 71 7,432 3,410 51 374 35 13 49 31 0 0 0 0 11,466 % of Totals 1% 65% 30% 0% 2% 0% 0% 1% 0% 100% 1% 65% 29% 0% 4% 0% 0% 0% 0% 100% 1% 65% 30% 0% 3% 0% 0% 0% 0% 100% 00:00 - 12:00 1 931 572 11 58 14 1 17 10 0 0 0 0 1615 9 1902 869 11 137 7 7 11 14 0 0 0 0 2967 10 2833 1441 22 195 21 8 28 24 0 0 0 0 4582 % 0% 16% 10% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 28% 0% 33% 15% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 52% 0% 25% 13% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 40% Peak Hour 11:45 11:45 10:30 6:15 7:45 6:30 10:15 9:45 7:15 0:00 0:00 0:00 0:00 11:45 11:45 7:15 7:30 7:45 7:30 11:45 11:15 8:45 7:45 0:00 0:00 0:00 0:00 7:15 11:45 7:15 7:45 6:15 8:00 6:30 11:15 9:45 7:45 0:00 0:00 0:00 0:00 7:45 Peak Volume 3 235 120 7 17 5 1 8 4 0 0 0 0 372 6 433 173 7 37 3 3 4 6 0 0 0 0 646 9 569 271 9 53 6 3 10 9 0 0 0 0 914 12:00 - 24:00 33 2799 1173 15 73 7 0 15 4 0 0 0 0 4119 28 1800 796 14 106 7 5 6 3 0 0 0 0 2765 61 4599 1969 29 179 14 5 21 7 0 0 0 0 6884 % 1% 49% 20% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 72% 0% 31% 14% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 48% 1% 40% 17% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 60% Peak Hour 17:00 16:15 16:45 15:00 15:30 13:30 12:00 12:15 12:00 12:00 12:00 12:00 12:00 16:15 15:00 14:30 15:00 15:30 13:00 14:45 12:00 15:45 13:00 12:00 12:00 12:00 12:00 14:45 15:00 15:00 15:00 15:30 13:00 13:30 12:00 12:15 13:00 12:00 12:00 12:00 12:00 15:00 Peak Volume 8 450 178 7 17 3 0 6 1 0 0 0 0 631 9 306 136 7 23 3 3 3 1 0 0 0 0 477 13 682 305 13 36 4 3 8 2 0 0 0 0 1045 07:00 - 09:00 0 295 165 3 24 5 0 7 4 0 0 0 0 503 2 747 303 8 66 3 4 2 6 0 0 0 0 1141 2 1042 468 11 90 8 4 9 10 0 0 0 0 1644 % 0% 5% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 9% 0% 13% 5% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% 9% 4% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 14% Peak Hour 7:00 8:00 7:45 7:00 7:45 7:00 7:00 8:00 7:15 7:00 7:00 7:00 7:00 7:45 7:30 7:15 7:30 7:45 7:30 7:45 7:00 7:00 7:45 7:00 7:00 7:00 7:00 7:15 7:30 7:15 7:45 7:15 8:00 7:00 7:00 7:45 7:45 7:00 7:00 7:00 7:00 7:45 Peak Volume 0 175 108 2 17 3 0 7 4 0 0 0 0 309 2 433 173 7 37 2 2 2 6 0 0 0 0 646 2 569 271 8 53 4 2 7 9 0 0 0 0 914 16:00 - 18:00 12 842 335 1 21 1 0 2 0 0 0 0 0 1214 8 376 195 7 23 1 0 3 1 0 0 0 0 614 20 1218 530 8 44 2 0 5 1 0 0 0 0 1828 % 0% 15% 6% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 21% 0% 7% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 11% 0% 11% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 16% Peak Hour 17:00 16:15 16:45 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 16:00 16:15 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 16:15 16:45 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 Peak Volume 8 450 178 1 14 1 0 2 0 0 0 0 0 631 6 220 100 7 15 1 0 3 1 0 0 0 0 340 11 670 276 7 29 2 0 5 1 0 0 0 0 964 STATISTICS #7 >=4-Axle Single Units
#8 <=4-Axle Single Trailers #9 5-Axle Single Trailers #10 >=6-Axle Single Trailers #11 <=5-Axle Multi-Trailers #12 6-Axle Multi-Trailers #13 >=7-Axle Multi-Trailers HOURLY BREAKDOWN FHWA
CLASSIFICATION DEFINITIONS
#1 Motorcycles #2 Passenger Cars #3 2-Axle, 4-Tire Single Unit #4 Buses #5 2-Axle, 6-Tire Single Units #6 3-Axle Single Units Prepared by National Data & Surveying Services
CLASSIFICATION
Skyway W/O Pentz Rd
3/26/2024
Time EASTBOUND Total WESTBOUND Total TOTALS Total
134
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_003
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
Skyway W/O Pentz Rd
3/26/2024
Time EASTBOUND Total WESTBOUND Total TOTALS Total
0:00 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 6 2 0 0 0 0 0 0 0 0 0 0 8 0 10 4 0 0 0 0 0 0 0 0 0 0 14 0:15 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0:30 0 4 4 0 0 0 0 0 0 0 0 0 0 8 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 10 4 0 0 0 0 0 0 0 0 0 0 14 0:45 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 0 0 0 0 0 0 0 0 4 1:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 1 0 0 0 0 0 0 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 5 1:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 1:30 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 5 0 8 2 0 0 0 0 0 0 0 0 0 0 10 1:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 4 1 0 0 0 0 0 0 0 0 0 0 5 2:15 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 6 1 0 0 0 0 0 0 0 0 0 0 7 2:30 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 2 2 0 0 0 0 0 0 0 0 0 0 4 2:45 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 0 0 0 0 0 0 0 0 0 5 3:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 5 1 0 0 0 0 0 0 0 0 0 0 6 0 6 2 0 0 0 0 0 0 0 0 0 0 8 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 3 1 0 0 0 0 0 0 0 0 0 0 4 3:30 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 4 1 0 0 0 0 0 0 0 0 0 0 5 3:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 3 0 2 2 0 0 0 0 0 0 0 0 0 0 4 4:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 9 2 0 0 0 0 0 0 0 0 0 0 11 0 9 3 0 0 0 0 0 0 0 0 0 0 12 4:15 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 12 1 0 0 0 0 0 0 0 0 0 0 13 0 12 2 0 0 0 0 0 0 0 0 0 0 14 4:30 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 16 1 0 0 0 0 0 0 0 0 0 0 17 0 16 2 0 0 0 0 0 0 0 0 0 0 18 4:45 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 11 3 0 0 0 0 1 0 0 0 0 0 15 0 11 4 0 1 0 0 1 0 0 0 0 0 17 5:00 0 3 2 0 1 0 0 0 0 0 0 0 0 6 0 12 9 0 0 0 0 1 0 0 0 0 0 22 0 15 11 0 1 0 0 1 0 0 0 0 0 28 5:15 0 2 2 0 0 0 0 0 0 0 0 0 0 4 0 29 18 0 0 0 0 0 0 0 0 0 0 47 0 31 20 0 0 0 0 0 0 0 0 0 0 51 5:30 0 3 4 0 1 0 0 0 0 0 0 0 0 8 0 27 8 0 0 0 0 0 0 0 0 0 0 35 0 30 12 0 1 0 0 0 0 0 0 0 0 43 5:45 0 4 4 0 1 0 0 0 0 0 0 0 0 9 0 41 11 0 4 0 0 0 0 0 0 0 0 56 0 45 15 0 5 0 0 0 0 0 0 0 0 65 6:00 0 9 6 0 2 0 0 0 1 0 0 0 0 18 0 45 15 0 1 0 0 0 0 0 0 0 0 61 0 54 21 0 3 0 0 0 1 0 0 0 0 79 6:15 0 12 12 1 1 0 0 0 0 0 0 0 0 26 0 55 19 0 1 0 0 0 1 0 0 0 0 76 0 67 31 1 2 0 0 0 1 0 0 0 0 102 6:30 0 24 15 3 3 2 0 0 0 0 0 0 0 47 0 47 32 0 1 0 0 0 0 0 0 0 0 80 0 71 47 3 4 2 0 0 0 0 0 0 0 127 6:45 0 25 19 2 3 0 0 0 0 0 0 0 0 49 0 58 47 1 3 0 0 0 0 0 0 0 0 109 0 83 66 3 6 0 0 0 0 0 0 0 0 158 7:00 0 22 9 1 1 1 0 0 0 0 0 0 0 34 0 72 33 1 4 1 2 0 0 0 0 0 0 113 0 94 42 2 5 2 2 0 0 0 0 0 0 147 7:15 0 30 19 0 1 2 0 0 0 0 0 0 0 52 0 111 36 0 7 0 0 0 0 0 0 0 0 154 0 141 55 0 8 2 0 0 0 0 0 0 0 206 7:30 0 33 13 1 2 0 0 0 1 0 0 0 0 50 0 102 38 0 12 0 0 1 0 0 0 0 0 153 0 135 51 1 14 0 0 1 1 0 0 0 0 203 7:45 0 35 19 0 3 0 0 0 2 0 0 0 0 59 1 105 46 2 7 0 0 1 0 0 0 0 0 162 1 140 65 2 10 0 0 1 2 0 0 0 0 221 8:00 0 38 31 1 4 0 0 2 1 0 0 0 0 77 0 115 50 4 6 0 1 0 1 0 0 0 0 177 0 153 81 5 10 0 1 2 2 0 0 0 0 254 8:15 0 42 22 0 4 1 0 2 0 0 0 0 0 71 1 91 39 0 12 0 0 0 2 0 0 0 0 145 1 133 61 0 16 1 0 2 2 0 0 0 0 216 8:30 0 58 36 0 6 0 0 2 0 0 0 0 0 102 0 76 28 1 10 2 1 0 3 0 0 0 0 121 0 134 64 1 16 2 1 2 3 0 0 0 0 223 8:45 0 37 16 0 3 1 0 1 0 0 0 0 0 58 0 75 33 0 8 0 0 0 0 0 0 0 0 116 0 112 49 0 11 1 0 1 0 0 0 0 0 174 9:00 0 27 19 0 4 1 0 1 0 0 0 0 0 52 1 53 36 0 5 0 0 3 0 0 0 0 0 98 1 80 55 0 9 1 0 4 0 0 0 0 0 150 9:15 0 34 21 0 4 0 0 0 0 0 0 0 0 59 0 73 22 0 1 0 0 0 0 0 0 0 0 96 0 107 43 0 5 0 0 0 0 0 0 0 0 155 9:30 0 42 26 0 1 2 0 0 1 0 0 0 0 72 0 79 30 0 11 0 1 1 1 0 0 0 0 123 0 121 56 0 12 2 1 1 2 0 0 0 0 195 9:45 0 41 32 0 0 0 0 2 1 0 0 0 0 76 1 76 39 0 4 0 0 0 1 0 0 0 0 121 1 117 71 0 4 0 0 2 2 0 0 0 0 197 10:00 0 38 34 0 1 0 0 2 1 0 0 0 0 76 1 56 38 0 5 1 1 2 0 0 0 0 0 104 1 94 72 0 6 1 1 4 1 0 0 0 0 180 10:15 0 43 23 1 1 1 0 2 0 0 0 0 0 71 1 74 34 0 6 0 0 0 0 0 0 0 0 115 1 117 57 1 7 1 0 2 0 0 0 0 0 186 10:30 0 53 26 1 3 2 0 2 0 0 0 0 0 87 0 61 29 0 2 0 0 0 0 0 0 0 0 92 0 114 55 1 5 2 0 2 0 0 0 0 0 179 10:45 0 53 36 0 0 0 0 0 1 0 0 0 0 90 0 61 35 0 5 0 0 0 0 0 0 0 0 101 0 114 71 0 5 0 0 0 1 0 0 0 0 191 11:00 0 45 23 0 1 0 1 0 0 0 0 0 0 70 0 52 32 1 11 0 0 1 1 0 0 0 0 98 0 97 55 1 12 0 1 1 1 0 0 0 0 168 11:15 1 49 35 0 3 0 0 1 0 0 0 0 0 89 2 60 28 1 3 1 1 0 1 0 0 0 0 97 3 109 63 1 6 1 1 1 1 0 0 0 0 186 11:30 0 42 20 0 2 0 0 0 0 0 0 0 0 64 0 56 43 0 7 0 0 0 3 0 0 0 0 109 0 98 63 0 9 0 0 0 3 0 0 0 0 173 11:45 0 54 28 0 1 1 0 0 1 0 0 0 0 85 1 53 26 0 1 1 0 0 0 0 0 0 0 82 1 107 54 0 2 2 0 0 1 0 0 0 0 167 15-MINUTE BREAKDOWN 135
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_003
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
Skyway W/O Pentz Rd
3/26/2024
Time EASTBOUND Total WESTBOUND Total TOTALS Total
12:00 0 56 29 0 5 0 0 1 1 0 0 0 0 92 2 57 26 0 6 0 2 0 0 0 0 0 0 93 2 113 55 0 11 0 2 1 1 0 0 0 0 185 12:15 2 62 28 0 4 0 0 2 0 0 0 0 0 98 2 69 27 0 4 0 1 1 0 0 0 0 0 104 4 131 55 0 8 0 1 3 0 0 0 0 0 202 12:30 1 63 30 0 1 1 0 1 0 0 0 0 0 97 1 73 33 0 3 2 0 0 0 0 0 0 0 112 2 136 63 0 4 3 0 1 0 0 0 0 0 209 12:45 1 51 23 0 0 0 0 0 0 0 0 0 0 75 2 43 26 0 2 0 0 1 0 0 0 0 0 74 3 94 49 0 2 0 0 1 0 0 0 0 0 149 13:00 0 80 30 0 4 0 0 3 1 0 0 0 0 118 0 62 38 0 7 0 0 0 0 0 0 0 0 107 0 142 68 0 11 0 0 3 1 0 0 0 0 225 13:15 3 58 16 1 1 0 0 2 0 0 0 0 0 81 0 63 28 0 5 0 0 0 0 0 0 0 0 96 3 121 44 1 6 0 0 2 0 0 0 0 0 177 13:30 1 58 29 0 3 0 0 1 0 0 0 0 0 92 1 58 21 0 8 0 0 0 0 0 0 0 0 88 2 116 50 0 11 0 0 1 0 0 0 0 0 180 13:45 1 61 34 4 5 1 0 0 0 0 0 0 0 106 0 65 28 1 3 0 0 0 1 0 0 0 0 98 1 126 62 5 8 1 0 0 1 0 0 0 0 204 14:00 1 71 33 1 2 1 0 0 0 0 0 0 0 109 0 59 31 0 3 1 0 0 0 0 0 0 0 94 1 130 64 1 5 2 0 0 0 0 0 0 0 203 14:15 0 68 23 1 3 1 0 0 0 0 0 0 0 96 2 62 29 0 4 0 2 0 0 0 0 0 0 99 2 130 52 1 7 1 2 0 0 0 0 0 0 195 14:30 0 73 40 0 3 0 0 1 1 0 0 0 0 118 0 79 28 0 3 0 0 0 0 0 0 0 0 110 0 152 68 0 6 0 0 1 1 0 0 0 0 228 14:45 0 62 34 0 3 0 0 0 0 0 0 0 0 99 0 62 25 1 7 1 0 0 0 0 0 0 0 96 0 124 59 1 10 1 0 0 0 0 0 0 0 195 15:00 0 85 34 1 1 1 0 1 0 0 0 0 0 123 3 88 37 1 6 0 0 0 0 0 0 0 0 135 3 173 71 2 7 1 0 1 0 0 0 0 0 258 15:15 2 102 40 0 0 0 0 0 0 0 0 0 0 144 3 77 33 2 4 1 0 1 0 0 0 0 0 121 5 179 73 2 4 1 0 1 0 0 0 0 0 265 15:30 2 106 50 2 3 0 0 0 0 0 0 0 0 163 0 79 39 1 5 1 0 0 0 0 0 0 0 125 2 185 89 3 8 1 0 0 0 0 0 0 0 288 15:45 0 93 45 4 3 1 0 1 1 0 0 0 0 148 3 52 27 0 4 0 0 0 0 0 0 0 0 86 3 145 72 4 7 1 0 1 1 0 0 0 0 234 16:00 1 100 39 0 5 0 0 1 0 0 0 0 0 146 2 40 30 3 5 0 0 0 0 0 0 0 0 80 3 140 69 3 10 0 0 1 0 0 0 0 0 226 16:15 1 117 41 0 6 0 0 0 0 0 0 0 0 165 1 58 20 3 1 1 0 1 0 0 0 0 0 85 2 175 61 3 7 1 0 1 0 0 0 0 0 250 16:30 2 109 40 0 1 0 0 0 0 0 0 0 0 152 0 56 22 1 6 0 0 2 1 0 0 0 0 88 2 165 62 1 7 0 0 2 1 0 0 0 0 240 16:45 0 95 43 0 2 1 0 1 0 0 0 0 0 142 3 53 28 0 3 0 0 0 0 0 0 0 0 87 3 148 71 0 5 1 0 1 0 0 0 0 0 229 17:00 4 129 37 0 2 0 0 0 0 0 0 0 0 172 0 53 19 0 1 0 0 0 0 0 0 0 0 73 4 182 56 0 3 0 0 0 0 0 0 0 0 245 17:15 1 100 45 0 2 0 0 0 0 0 0 0 0 148 1 40 21 0 3 0 0 0 0 0 0 0 0 65 2 140 66 0 5 0 0 0 0 0 0 0 0 213 17:30 1 107 53 0 1 0 0 0 0 0 0 0 0 162 0 41 30 0 1 0 0 0 0 0 0 0 0 72 1 148 83 0 2 0 0 0 0 0 0 0 0 234 17:45 2 85 37 1 2 0 0 0 0 0 0 0 0 127 1 35 25 0 3 0 0 0 0 0 0 0 0 64 3 120 62 1 5 0 0 0 0 0 0 0 0 191 18:00 0 95 33 0 1 0 0 0 0 0 0 0 0 129 0 49 9 0 1 0 0 0 0 0 0 0 0 59 0 144 42 0 2 0 0 0 0 0 0 0 0 188 18:15 1 84 22 0 1 0 0 0 0 0 0 0 0 108 0 32 19 0 0 0 0 0 0 0 0 0 0 51 1 116 41 0 1 0 0 0 0 0 0 0 0 159 18:30 2 61 33 0 2 0 0 0 0 0 0 0 0 98 0 29 20 1 2 0 0 0 0 0 0 0 0 52 2 90 53 1 4 0 0 0 0 0 0 0 0 150 18:45 1 50 12 0 2 0 0 0 0 0 0 0 0 65 0 28 14 0 1 0 0 0 0 0 0 0 0 43 1 78 26 0 3 0 0 0 0 0 0 0 0 108 19:00 1 44 21 0 0 0 0 0 0 0 0 0 0 66 1 21 12 0 1 0 0 0 1 0 0 0 0 36 2 65 33 0 1 0 0 0 1 0 0 0 0 102 19:15 1 55 22 0 0 0 0 0 0 0 0 0 0 78 0 22 9 0 2 0 0 0 0 0 0 0 0 33 1 77 31 0 2 0 0 0 0 0 0 0 0 111 19:30 0 47 11 0 3 0 0 0 0 0 0 0 0 61 0 27 8 0 1 0 0 0 0 0 0 0 0 36 0 74 19 0 4 0 0 0 0 0 0 0 0 97 19:45 1 54 14 0 0 0 0 0 0 0 0 0 0 69 0 22 13 0 1 0 0 0 0 0 0 0 0 36 1 76 27 0 1 0 0 0 0 0 0 0 0 105 20:00 0 48 21 0 0 0 0 0 0 0 0 0 0 69 0 14 3 0 0 0 0 0 0 0 0 0 0 17 0 62 24 0 0 0 0 0 0 0 0 0 0 86 20:15 0 28 20 0 0 0 0 0 0 0 0 0 0 48 0 14 4 0 0 0 0 0 0 0 0 0 0 18 0 42 24 0 0 0 0 0 0 0 0 0 0 66 20:30 0 42 17 0 1 0 0 0 0 0 0 0 0 60 0 17 2 0 0 0 0 0 0 0 0 0 0 19 0 59 19 0 1 0 0 0 0 0 0 0 0 79 20:45 0 36 19 0 0 0 0 0 0 0 0 0 0 55 0 13 0 0 0 0 0 0 0 0 0 0 0 13 0 49 19 0 0 0 0 0 0 0 0 0 0 68 21:00 0 30 13 0 0 0 0 0 0 0 0 0 0 43 0 16 1 0 0 0 0 0 0 0 0 0 0 17 0 46 14 0 0 0 0 0 0 0 0 0 0 60 21:15 0 24 10 0 1 0 0 0 0 0 0 0 0 35 0 10 3 0 0 0 0 0 0 0 0 0 0 13 0 34 13 0 1 0 0 0 0 0 0 0 0 48 21:30 0 19 6 0 0 0 0 0 0 0 0 0 0 25 0 9 3 0 0 0 0 0 0 0 0 0 0 12 0 28 9 0 0 0 0 0 0 0 0 0 0 37 21:45 0 14 3 0 0 0 0 0 0 0 0 0 0 17 0 8 0 0 0 0 0 0 0 0 0 0 0 8 0 22 3 0 0 0 0 0 0 0 0 0 0 25 22:00 0 16 13 0 0 0 0 0 0 0 0 0 0 29 0 7 1 0 0 0 0 0 0 0 0 0 0 8 0 23 14 0 0 0 0 0 0 0 0 0 0 37 22:15 0 9 4 0 0 0 0 0 0 0 0 0 0 13 0 4 1 0 0 0 0 0 0 0 0 0 0 5 0 13 5 0 0 0 0 0 0 0 0 0 0 18 22:30 0 13 3 0 0 0 0 0 0 0 0 0 0 16 0 12 2 0 0 0 0 0 0 0 0 0 0 14 0 25 5 0 0 0 0 0 0 0 0 0 0 30 22:45 0 6 3 0 0 0 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 9 0 15 3 0 0 0 0 0 0 0 0 0 0 18 23:00 0 8 6 0 0 0 0 0 0 0 0 0 0 14 0 5 1 0 0 0 0 0 0 0 0 0 0 6 0 13 7 0 0 0 0 0 0 0 0 0 0 20 23:15 0 9 3 0 0 0 0 0 0 0 0 0 0 12 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 11 3 0 0 0 0 0 0 0 0 0 0 14 23:30 0 9 9 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 0 0 0 0 0 0 0 0 0 0 18 23:45 0 7 2 0 0 0 0 0 0 0 0 0 0 9 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 13 2 0 0 0 0 0 0 0 0 0 0 15 Totals 34 3,730 1,745 26 131 21 1 32 14 0 0 0 0 5,734 37 3,702 1,665 25 243 14 12 17 17 0 0 0 0 5,732 71 7,432 3,410 51 374 35 13 49 31 0 0 0 0 11,466 % of Totals 1% 65% 30% 0% 2% 0% 0% 1% 0% 100% 1% 65% 29% 0% 4% 0% 0% 0% 0% 100% 1% 65% 30% 0% 3% 0% 0% 0% 0% 100% 15-MINUTE BREAKDOWN 136
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_003
NB SB EB WB Total
0 0 5,734 5,732 11,466
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 6 8 14 12:00 92 93 185 00:00 01:00 21 15 36
0:15 4 0 4 12:15 98 104 202 01:00 02:00 10 9 19
0:30 8 6 14 12:30 97 112 209 02:00 03:00 14 7 21
0:45 3 1 4 12:45 75 74 149 03:00 04:00 4 17 21
1:00 2 3 5 13:00 118 107 225 04:00 05:00 5 56 61
1:15 2 0 2 13:15 81 96 177 05:00 06:00 27 160 187
1:30 5 5 10 13:30 92 88 180 06:00 07:00 140 326 466
1:45 1 1 2 13:45 106 98 204 07:00 08:00 195 582 777
2:00 2 3 5 14:00 109 94 203 08:00 09:00 308 559 867
2:15 4 3 7 14:15 96 99 195 09:00 10:00 259 438 697
2:30 3 1 4 14:30 118 110 228 10:00 11:00 324 412 736
2:45 5 0 5 14:45 99 96 195 11:00 12:00 308 386 694
3:00 2 6 8 15:00 123 135 258 12:00 13:00 362 383 745
3:15 0 4 4 15:15 144 121 265 13:00 14:00 397 389 786
3:30 1 4 5 15:30 163 125 288 14:00 15:00 422 399 821
3:45 1 3 4 15:45 148 86 234 15:00 16:00 578 467 1045
4:00 1 11 12 16:00 146 80 226 16:00 17:00 605 340 945
4:15 1 13 14 16:15 165 85 250 17:00 18:00 609 274 883
4:30 1 17 18 16:30 152 88 240 18:00 19:00 400 205 605
4:45 2 15 17 16:45 142 87 229 19:00 20:00 274 141 415
5:00 6 22 28 17:00 172 73 245 20:00 21:00 232 67 299
5:15 4 47 51 17:15 148 65 213 21:00 22:00 120 50 170
5:30 8 35 43 17:30 162 72 234 22:00 23:00 67 36 103
5:45 9 56 65 17:45 127 64 191 23:00 00:00 53 14 67
6:00 18 61 79 18:00 129 59 188
6:15 26 76 102 18:15 108 51 159 NB SB EB WB TOTAL
6:30 47 80 127 18:30 98 52 150 00:00 to 12:00
6:45 49 109 158 18:45 65 43 108 1615 2967 4582
7:00 34 113 147 19:00 66 36 102 10:30 7:15 7:45
7:15 52 154 206 19:15 78 33 111 336 646 914
7:30 50 153 203 19:30 61 36 97 0.933 0.912 0.900
7:45 59 162 221 19:45 69 36 105
8:00 77 177 254 20:00 69 17 86 12:00 to 00:00
8:15 71 145 216 20:15 48 18 66 4119 2765 6884
8:30 102 121 223 20:30 60 19 79 16:15 14:45 15:00
8:45 58 116 174 20:45 55 13 68 631 477 1045
9:00 52 98 150 21:00 43 17 60 0.917 0.883 0.907
9:15 59 96 155 21:15 35 13 48
9:30 72 123 195 21:30 25 12 37 07:00 to 09:00
9:45 76 121 197 21:45 17 8 25 503 1141 1644
10:00 76 104 180 22:00 29 8 37 7:45 7:15 7:45
10:15 71 115 186 22:15 13 5 18 309 646 914
10:30 87 92 179 22:30 16 14 30 0.757 0.912 0.900
10:45 90 101 191 22:45 9 9 18
11:00 70 98 168 23:00 14 6 20 16:00 to 18:00
11:15 89 97 186 23:15 12 2 14 1214 614 1828
11:30 64 109 173 23:30 18 0 18 16:15 16:00 16:15
11:45 85 82 167 23:45 9 6 15 631 340 964
TOTALS 0 0 1615 2967 4582 TOTALS 0 0 4119 2765 6884 0.917 0.966 0.964 SPLIT % 0% 0% 35% 65% 40% SPLIT % 0% 0% 60% 40% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Skyway W/O Pentz Rd
3/26/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
137
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_004
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 0:00 0 11 7 0 0 0 0 0 0 0 0 0 0 18 0 8 2 0 0 0 0 0 0 0 0 0 0 10 0 19 9 0 0 0 0 0 0 0 0 0 0 28 1:00 0 5 6 0 0 0 0 0 0 0 0 0 0 11 0 6 3 0 0 1 0 0 0 0 0 0 0 10 0 11 9 0 0 1 0 0 0 0 0 0 0 21 2:00 0 8 6 0 0 0 0 0 0 0 0 0 0 14 0 8 1 0 0 0 0 0 0 0 0 0 0 9 0 16 7 0 0 0 0 0 0 0 0 0 0 23 3:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5 0 12 5 0 0 0 0 0 0 0 0 0 0 17 0 16 6 0 0 0 0 0 0 0 0 0 0 22 4:00 0 1 2 0 1 1 0 0 0 0 0 0 0 5 0 33 26 0 0 0 0 2 0 0 0 0 0 61 0 34 28 0 1 1 0 2 0 0 0 0 0 66 5:00 0 13 13 0 2 1 0 0 0 0 0 0 0 29 0 100 60 0 2 0 0 2 0 0 0 0 0 164 0 113 73 0 4 1 0 2 0 0 0 0 0 193 6:00 0 64 69 5 7 2 0 0 1 0 0 0 0 148 1 195 141 0 8 0 0 2 1 0 0 0 0 348 1 259 210 5 15 2 0 2 2 0 0 0 0 496 7:00 0 140 52 2 12 3 0 1 3 0 0 0 0 213 1 436 171 3 17 3 0 2 0 0 0 0 0 633 1 576 223 5 29 6 0 3 3 0 0 0 0 846 8:00 0 219 104 1 18 3 0 7 1 0 0 0 0 353 2 398 190 3 24 4 0 1 4 0 0 0 0 626 2 617 294 4 42 7 0 8 5 0 0 0 0 979 9:00 0 161 92 0 16 3 1 2 3 0 0 0 0 278 1 296 130 0 14 1 0 5 2 0 0 0 0 449 1 457 222 0 30 4 1 7 5 0 0 0 0 727 10:00 0 197 106 1 11 2 0 7 3 0 0 0 0 327 3 258 133 0 11 1 1 3 0 0 0 0 0 410 3 455 239 1 22 3 1 10 3 0 0 0 0 737 11:00 1 214 103 0 9 2 0 0 0 0 0 0 0 329 4 242 129 1 12 1 0 1 5 0 0 0 0 395 5 456 232 1 21 3 0 1 5 0 0 0 0 724 12:00 4 236 102 0 22 1 0 2 1 0 0 0 0 368 7 248 113 0 14 4 0 1 0 0 0 0 0 387 11 484 215 0 36 5 0 3 1 0 0 0 0 755 13:00 7 256 110 4 21 1 0 4 2 0 0 0 0 405 1 273 122 0 12 0 0 1 1 0 0 0 0 410 8 529 232 4 33 1 0 5 3 0 0 0 0 815 14:00 1 303 141 2 18 4 0 2 0 0 0 0 0 471 4 303 139 2 13 2 1 1 0 0 0 0 0 465 5 606 280 4 31 6 1 3 0 0 0 0 0 936 15:00 5 414 199 5 10 2 0 1 1 0 0 0 0 637 9 306 149 4 16 1 0 1 0 0 0 0 0 486 14 720 348 9 26 3 0 2 1 0 0 0 0 1123 16:00 6 445 176 0 15 1 0 1 0 0 0 0 0 644 7 230 104 6 6 1 0 2 1 0 0 0 0 357 13 675 280 6 21 2 0 3 1 0 0 0 0 1001 17:00 9 438 175 0 17 0 0 1 0 0 0 0 0 640 3 187 102 0 5 0 0 0 0 0 0 0 0 297 12 625 277 0 22 0 0 1 0 0 0 0 0 937 18:00 4 294 102 0 10 0 0 0 0 0 0 0 0 410 0 148 70 1 1 0 0 1 0 0 0 0 0 221 4 442 172 1 11 0 0 1 0 0 0 0 0 631 19:00 3 206 73 0 3 0 0 1 0 0 0 0 0 286 1 89 42 0 4 0 0 0 1 0 0 0 0 137 4 295 115 0 7 0 0 1 1 0 0 0 0 423 20:00 0 133 96 0 1 0 0 0 0 0 0 0 0 230 0 58 19 0 0 0 0 0 0 0 0 0 0 77 0 191 115 0 1 0 0 0 0 0 0 0 0 307 21:00 0 85 46 0 1 0 0 0 0 0 0 0 0 132 0 47 10 0 0 0 0 1 0 0 0 0 0 58 0 132 56 0 1 0 0 1 0 0 0 0 0 190 22:00 0 49 19 0 0 0 0 1 0 0 0 0 0 69 0 22 16 0 0 0 0 0 0 0 0 0 0 38 0 71 35 0 0 0 0 1 0 0 0 0 0 107 23:00 0 41 15 0 0 0 0 0 0 0 0 0 0 56 0 10 5 0 0 0 0 0 0 0 0 0 0 15 0 51 20 0 0 0 0 0 0 0 0 0 0 71 Totals 40 3,937 1,815 20 194 26 1 30 15 0 0 0 0 6,078 44 3,913 1,882 20 159 19 2 26 15 0 0 0 0 6,080 84 7,850 3,697 40 353 45 3 56 30 0 0 0 0 12,158 % of Totals 1% 65% 30% 0% 3% 0% 0% 0% 0% 100% 1% 64% 31% 0% 3% 0% 0% 0% 0% 100% 1% 65% 30% 0% 3% 0% 0% 0% 0% 100% 00:00 - 12:00 1 1037 561 9 76 17 1 17 11 0 0 0 0 1730 12 1992 991 7 88 11 1 18 12 0 0 0 0 3132 13 3029 1552 16 164 28 2 35 23 0 0 0 0 4862 % 0% 17% 9% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 28% 0% 33% 16% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 52% 0% 25% 13% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 40% Peak Hour 11:45 11:45 11:45 6:15 7:45 6:30 8:45 9:45 7:15 0:00 0:00 0:00 0:00 11:45 11:15 7:15 7:30 7:15 7:45 7:45 9:15 9:30 10:45 0:00 0:00 0:00 0:00 7:30 11:45 7:30 7:45 6:15 7:45 6:30 9:15 9:30 7:45 0:00 0:00 0:00 0:00 7:45 Peak Volume 3 238 114 6 22 5 1 9 4 0 0 0 0 381 6 501 202 5 26 4 1 6 5 0 0 0 0 732 9 689 300 7 48 8 2 13 7 0 0 0 0 1046 12:00 - 24:00 39 2900 1254 11 118 9 0 13 4 0 0 0 0 4348 32 1921 891 13 71 8 1 8 3 0 0 0 0 2948 71 4821 2145 24 189 17 1 21 7 0 0 0 0 7296 % 1% 48% 21% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 72% 1% 32% 15% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 48% 1% 40% 18% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 60% Peak Hour 16:15 16:15 15:15 13:30 12:00 14:00 12:00 13:00 12:30 12:00 12:00 12:00 12:00 16:45 15:00 14:15 15:00 15:30 14:45 12:00 13:30 12:15 13:00 12:00 12:00 12:00 12:00 14:30 16:15 16:15 15:00 15:30 12:00 14:00 13:30 12:15 13:00 12:00 12:00 12:00 12:00 15:00 Peak Volume 10 475 206 6 22 4 0 4 2 0 0 0 0 681 9 333 149 6 19 4 1 2 1 0 0 0 0 507 15 721 348 10 36 6 1 5 3 0 0 0 0 1123 07:00 - 09:00 0 359 156 3 30 6 0 8 4 0 0 0 0 566 3 834 361 6 41 7 0 3 4 0 0 0 0 1259 3 1193 517 9 71 13 0 11 8 0 0 0 0 1825 % 0% 6% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 9% 0% 14% 6% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 21% 0% 10% 4% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 15% Peak Hour 7:00 8:00 8:00 7:00 7:45 7:00 7:00 7:45 7:15 7:00 7:00 7:00 7:00 8:00 7:45 7:15 7:30 7:15 7:45 7:45 7:00 7:15 7:45 7:00 7:00 7:00 7:00 7:30 7:45 7:30 7:45 7:15 7:45 8:00 7:00 7:45 7:45 7:00 7:00 7:00 7:00 7:45 Peak Volume 0 219 104 2 22 3 0 7 4 0 0 0 0 353 3 501 202 5 26 4 0 3 4 0 0 0 0 732 3 689 300 6 48 7 0 9 7 0 0 0 0 1046 16:00 - 18:00 15 883 351 0 32 1 0 2 0 0 0 0 0 1284 10 417 206 6 11 1 0 2 1 0 0 0 0 654 25 1300 557 6 43 2 0 4 1 0 0 0 0 1938 % 0% 15% 6% 0% 1% 0% 0% 0% 0% 0% 0% 0% 0% 21% 0% 7% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 11% 0% 11% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 16% Peak Hour 16:15 16:15 16:45 16:00 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:45 16:00 16:15 16:00 16:00 16:30 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 16:15 16:45 16:00 17:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:00 16:15 Peak Volume 10 475 188 0 17 1 0 1 0 0 0 0 0 681 7 246 104 6 7 1 0 2 1 0 0 0 0 357 15 721 286 6 22 2 0 3 1 0 0 0 0 1028 Prepared by National Data & Surveying Services
CLASSIFICATION
New Skyway E/O Pentz Rd
3/26/2024
Time EASTBOUND Total WESTBOUND Total TOTALS Total HOURLY BREAKDOWN FHWA
CLASSIFICATION DEFINITIONS
#1 Motorcycles #2 Passenger Cars #3 2-Axle, 4-Tire Single Unit #4 Buses #5 2-Axle, 6-Tire Single Units #6 3-Axle Single Units STATISTICS#7 >=4-Axle Single Units #8 <=4-Axle Single Trailers #9 5-Axle Single Trailers #10 >=6-Axle Single Trailers #11 <=5-Axle Multi-Trailers #12 6-Axle Multi-Trailers #13 >=7-Axle Multi-Trailers 138
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_004
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
New Skyway E/O Pentz Rd
3/26/2024
Time EASTBOUND Total WESTBOUND Total TOTALS Total
0:00 0 3 4 0 0 0 0 0 0 0 0 0 0 7 0 4 1 0 0 0 0 0 0 0 0 0 0 5 0 7 5 0 0 0 0 0 0 0 0 0 0 12 0:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0:30 0 4 3 0 0 0 0 0 0 0 0 0 0 7 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 7 4 0 0 0 0 0 0 0 0 0 0 11 0:45 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 3 1:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 1 0 0 0 0 0 0 0 3 0 2 2 0 0 1 0 0 0 0 0 0 0 5 1:15 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 1:30 0 3 2 0 0 0 0 0 0 0 0 0 0 5 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 7 4 0 0 0 0 0 0 0 0 0 0 11 1:45 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 4 1 0 0 0 0 0 0 0 0 0 0 5 2:15 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 6 1 0 0 0 0 0 0 0 0 0 0 7 2:30 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 2 2 0 0 0 0 0 0 0 0 0 0 4 2:45 0 2 3 0 0 0 0 0 0 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 4 3 0 0 0 0 0 0 0 0 0 0 7 3:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 5 3 0 0 0 0 0 0 0 0 0 0 8 3:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 3 1 0 0 0 0 0 0 0 0 0 0 4 0 4 1 0 0 0 0 0 0 0 0 0 0 5 3:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 5 0 0 0 0 0 0 0 0 0 0 0 5 3:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 3 0 2 2 0 0 0 0 0 0 0 0 0 0 4 4:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 6 5 0 0 0 0 0 0 0 0 0 0 11 0 7 5 0 0 0 0 0 0 0 0 0 0 12 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 9 0 0 0 0 0 0 0 0 0 0 14 0 5 9 0 0 0 0 0 0 0 0 0 0 14 4:30 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 16 3 0 0 0 0 0 0 0 0 0 0 19 0 16 5 0 0 0 0 0 0 0 0 0 0 21 4:45 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 6 9 0 0 0 0 2 0 0 0 0 0 17 0 6 9 0 1 1 0 2 0 0 0 0 0 19 5:00 0 4 2 0 1 0 0 0 0 0 0 0 0 7 0 18 7 0 0 0 0 1 0 0 0 0 0 26 0 22 9 0 1 0 0 1 0 0 0 0 0 33 5:15 0 2 2 0 0 0 0 0 0 0 0 0 0 4 0 23 19 0 0 0 0 0 0 0 0 0 0 42 0 25 21 0 0 0 0 0 0 0 0 0 0 46 5:30 0 5 3 0 1 0 0 0 0 0 0 0 0 9 0 23 13 0 1 0 0 0 0 0 0 0 0 37 0 28 16 0 2 0 0 0 0 0 0 0 0 46 5:45 0 2 6 0 0 1 0 0 0 0 0 0 0 9 0 36 21 0 1 0 0 1 0 0 0 0 0 59 0 38 27 0 1 1 0 1 0 0 0 0 0 68 6:00 0 6 12 0 1 0 0 0 1 0 0 0 0 20 0 36 32 0 1 0 0 0 0 0 0 0 0 69 0 42 44 0 2 0 0 0 1 0 0 0 0 89 6:15 0 10 17 0 0 0 0 0 0 0 0 0 0 27 0 46 28 0 0 0 0 2 1 0 0 0 0 77 0 56 45 0 0 0 0 2 1 0 0 0 0 104 6:30 0 25 18 3 0 2 0 0 0 0 0 0 0 48 0 51 33 0 3 0 0 0 0 0 0 0 0 87 0 76 51 3 3 2 0 0 0 0 0 0 0 135 6:45 0 23 22 2 6 0 0 0 0 0 0 0 0 53 1 62 48 0 4 0 0 0 0 0 0 0 0 115 1 85 70 2 10 0 0 0 0 0 0 0 0 168 7:00 0 24 7 1 3 1 0 0 0 0 0 0 0 36 0 78 43 1 2 3 0 0 0 0 0 0 0 127 0 102 50 2 5 4 0 0 0 0 0 0 0 163 7:15 0 36 20 0 2 2 0 0 0 0 0 0 0 60 0 110 44 0 4 0 0 0 0 0 0 0 0 158 0 146 64 0 6 2 0 0 0 0 0 0 0 218 7:30 0 40 12 1 2 0 0 0 1 0 0 0 0 56 0 118 41 0 5 0 0 1 0 0 0 0 0 165 0 158 53 1 7 0 0 1 1 0 0 0 0 221 7:45 0 40 13 0 5 0 0 1 2 0 0 0 0 61 1 130 43 2 6 0 0 1 0 0 0 0 0 183 1 170 56 2 11 0 0 2 2 0 0 0 0 244 8:00 0 57 25 0 5 0 0 2 1 0 0 0 0 90 0 143 65 3 5 1 0 1 0 0 0 0 0 218 0 200 90 3 10 1 0 3 1 0 0 0 0 308 8:15 0 58 27 0 5 1 0 1 0 0 0 0 0 92 1 103 53 0 7 0 0 0 2 0 0 0 0 166 1 161 80 0 12 1 0 1 2 0 0 0 0 258 8:30 0 60 35 0 7 1 0 3 0 0 0 0 0 106 1 77 39 0 8 3 0 0 2 0 0 0 0 130 1 137 74 0 15 4 0 3 2 0 0 0 0 236 8:45 0 44 17 1 1 1 0 1 0 0 0 0 0 65 0 75 33 0 4 0 0 0 0 0 0 0 0 112 0 119 50 1 5 1 0 1 0 0 0 0 0 177 9:00 0 31 17 0 5 1 0 0 1 0 0 0 0 55 0 54 38 0 4 0 0 2 0 0 0 0 0 98 0 85 55 0 9 1 0 2 1 0 0 0 0 153 9:15 0 38 21 0 5 0 0 0 0 0 0 0 0 64 0 80 22 0 0 0 0 0 0 0 0 0 0 102 0 118 43 0 5 0 0 0 0 0 0 0 0 166 9:30 0 48 27 0 3 2 1 0 1 0 0 0 0 82 0 85 31 0 8 1 0 3 1 0 0 0 0 129 0 133 58 0 11 3 1 3 2 0 0 0 0 211 9:45 0 44 27 0 3 0 0 2 1 0 0 0 0 77 1 77 39 0 2 0 0 0 1 0 0 0 0 120 1 121 66 0 5 0 0 2 2 0 0 0 0 197 10:00 0 43 33 0 3 0 0 3 0 0 0 0 0 82 1 57 36 0 4 1 1 2 0 0 0 0 0 102 1 100 69 0 7 1 1 5 0 0 0 0 0 184 10:15 0 42 19 1 2 1 0 2 1 0 0 0 0 68 2 77 37 0 3 0 0 1 0 0 0 0 0 120 2 119 56 1 5 1 0 3 1 0 0 0 0 188 10:30 0 54 23 0 4 1 0 2 1 0 0 0 0 85 0 59 30 0 1 0 0 0 0 0 0 0 0 90 0 113 53 0 5 1 0 2 1 0 0 0 0 175 10:45 0 58 31 0 2 0 0 0 1 0 0 0 0 92 0 65 30 0 3 0 0 0 0 0 0 0 0 98 0 123 61 0 5 0 0 0 1 0 0 0 0 190 11:00 0 50 23 0 2 1 0 0 0 0 0 0 0 76 0 65 31 0 4 0 0 1 1 0 0 0 0 102 0 115 54 0 6 1 0 1 1 0 0 0 0 178 11:15 1 60 31 0 3 0 0 0 0 0 0 0 0 95 3 59 26 1 1 1 0 0 1 0 0 0 0 92 4 119 57 1 4 1 0 0 1 0 0 0 0 187 11:30 0 50 17 0 3 0 0 0 0 0 0 0 0 70 0 61 41 0 5 0 0 0 3 0 0 0 0 110 0 111 58 0 8 0 0 0 3 0 0 0 0 180 11:45 0 54 32 0 1 1 0 0 0 0 0 0 0 88 1 57 31 0 2 0 0 0 0 0 0 0 0 91 1 111 63 0 3 1 0 0 0 0 0 0 0 179 15-MINUTE BREAKDOWN 139
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_004
#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 Prepared by National Data & Surveying Services
CLASSIFICATION
New Skyway E/O Pentz Rd
3/26/2024
Time EASTBOUND Total WESTBOUND Total TOTALS Total
12:00 0 54 28 0 9 0 0 0 1 0 0 0 0 92 2 57 23 0 6 2 0 0 0 0 0 0 0 90 2 111 51 0 15 2 0 0 1 0 0 0 0 182 12:15 2 65 27 0 6 0 0 2 0 0 0 0 0 102 2 74 29 0 3 1 0 1 0 0 0 0 0 110 4 139 56 0 9 1 0 3 0 0 0 0 0 212 12:30 1 65 27 0 5 1 0 0 0 0 0 0 0 99 1 70 35 0 2 1 0 0 0 0 0 0 0 109 2 135 62 0 7 2 0 0 0 0 0 0 0 208 12:45 1 52 20 0 2 0 0 0 0 0 0 0 0 75 2 47 26 0 3 0 0 0 0 0 0 0 0 78 3 99 46 0 5 0 0 0 0 0 0 0 0 153 13:00 0 77 36 0 6 0 0 1 1 0 0 0 0 121 0 70 36 0 5 0 0 1 0 0 0 0 0 112 0 147 72 0 11 0 0 2 1 0 0 0 0 233 13:15 5 55 16 0 3 0 0 1 1 0 0 0 0 81 0 73 28 0 2 0 0 0 0 0 0 0 0 103 5 128 44 0 5 0 0 1 1 0 0 0 0 184 13:30 1 61 26 0 7 0 0 0 0 0 0 0 0 95 1 63 32 0 4 0 0 0 0 0 0 0 0 100 2 124 58 0 11 0 0 0 0 0 0 0 0 195 13:45 1 63 32 4 5 1 0 2 0 0 0 0 0 108 0 67 26 0 1 0 0 0 1 0 0 0 0 95 1 130 58 4 6 1 0 2 1 0 0 0 0 203 14:00 1 68 34 1 7 1 0 0 0 0 0 0 0 112 0 65 34 0 3 1 0 1 0 0 0 0 0 104 1 133 68 1 10 2 0 1 0 0 0 0 0 216 14:15 0 71 26 1 3 1 0 0 0 0 0 0 0 102 2 73 37 0 2 1 1 0 0 0 0 0 0 116 2 144 63 1 5 2 1 0 0 0 0 0 0 218 14:30 0 93 42 0 5 0 0 2 0 0 0 0 0 142 2 88 38 1 2 0 0 0 0 0 0 0 0 131 2 181 80 1 7 0 0 2 0 0 0 0 0 273 14:45 0 71 39 0 3 2 0 0 0 0 0 0 0 115 0 77 30 1 6 0 0 0 0 0 0 0 0 114 0 148 69 1 9 2 0 0 0 0 0 0 0 229 15:00 0 101 41 1 1 0 0 0 0 0 0 0 0 144 3 95 38 1 7 0 0 0 0 0 0 0 0 144 3 196 79 2 8 0 0 0 0 0 0 0 0 288 15:15 3 102 46 0 2 1 0 1 0 0 0 0 0 155 3 73 36 2 3 0 0 1 0 0 0 0 0 118 6 175 82 2 5 1 0 2 0 0 0 0 0 273 15:30 2 112 52 1 2 0 0 0 0 0 0 0 0 169 0 75 41 1 3 1 0 0 0 0 0 0 0 121 2 187 93 2 5 1 0 0 0 0 0 0 0 290 15:45 0 99 60 3 5 1 0 0 1 0 0 0 0 169 3 63 34 0 3 0 0 0 0 0 0 0 0 103 3 162 94 3 8 1 0 0 1 0 0 0 0 272 16:00 1 108 48 0 4 0 0 1 0 0 0 0 0 162 2 42 29 2 2 0 0 0 0 0 0 0 0 77 3 150 77 2 6 0 0 1 0 0 0 0 0 239 16:15 1 123 45 0 7 0 0 0 0 0 0 0 0 176 1 60 23 3 0 1 0 1 0 0 0 0 0 89 2 183 68 3 7 1 0 1 0 0 0 0 0 265 16:30 4 103 36 0 2 0 0 0 0 0 0 0 0 145 0 63 26 1 2 0 0 1 1 0 0 0 0 94 4 166 62 1 4 0 0 1 1 0 0 0 0 239 16:45 0 111 47 0 2 1 0 0 0 0 0 0 0 161 4 65 26 0 2 0 0 0 0 0 0 0 0 97 4 176 73 0 4 1 0 0 0 0 0 0 0 258 17:00 5 138 41 0 5 0 0 0 0 0 0 0 0 189 0 58 18 0 1 0 0 0 0 0 0 0 0 77 5 196 59 0 6 0 0 0 0 0 0 0 0 266 17:15 1 107 46 0 3 0 0 0 0 0 0 0 0 157 1 43 22 0 2 0 0 0 0 0 0 0 0 68 2 150 68 0 5 0 0 0 0 0 0 0 0 225 17:30 1 115 54 0 4 0 0 0 0 0 0 0 0 174 1 45 32 0 1 0 0 0 0 0 0 0 0 79 2 160 86 0 5 0 0 0 0 0 0 0 0 253 17:45 2 78 34 0 5 0 0 1 0 0 0 0 0 120 1 41 30 0 1 0 0 0 0 0 0 0 0 73 3 119 64 0 6 0 0 1 0 0 0 0 0 193 18:00 0 97 29 0 6 0 0 0 0 0 0 0 0 132 0 43 12 0 0 0 0 0 0 0 0 0 0 55 0 140 41 0 6 0 0 0 0 0 0 0 0 187 18:15 1 85 26 0 1 0 0 0 0 0 0 0 0 113 0 39 20 0 0 0 0 0 0 0 0 0 0 59 1 124 46 0 1 0 0 0 0 0 0 0 0 172 18:30 2 58 34 0 1 0 0 0 0 0 0 0 0 95 0 33 23 1 1 0 0 1 0 0 0 0 0 59 2 91 57 1 2 0 0 1 0 0 0 0 0 154 18:45 1 54 13 0 2 0 0 0 0 0 0 0 0 70 0 33 15 0 0 0 0 0 0 0 0 0 0 48 1 87 28 0 2 0 0 0 0 0 0 0 0 118 19:00 1 45 19 0 0 0 0 1 0 0 0 0 0 66 1 23 9 0 1 0 0 0 1 0 0 0 0 35 2 68 28 0 1 0 0 1 1 0 0 0 0 101 19:15 1 51 22 0 1 0 0 0 0 0 0 0 0 75 0 24 12 0 2 0 0 0 0 0 0 0 0 38 1 75 34 0 3 0 0 0 0 0 0 0 0 113 19:30 1 55 16 0 2 0 0 0 0 0 0 0 0 74 0 21 12 0 0 0 0 0 0 0 0 0 0 33 1 76 28 0 2 0 0 0 0 0 0 0 0 107 19:45 0 55 16 0 0 0 0 0 0 0 0 0 0 71 0 21 9 0 1 0 0 0 0 0 0 0 0 31 0 76 25 0 1 0 0 0 0 0 0 0 0 102 20:00 0 40 31 0 0 0 0 0 0 0 0 0 0 71 0 14 5 0 0 0 0 0 0 0 0 0 0 19 0 54 36 0 0 0 0 0 0 0 0 0 0 90 20:15 0 21 29 0 0 0 0 0 0 0 0 0 0 50 0 18 7 0 0 0 0 0 0 0 0 0 0 25 0 39 36 0 0 0 0 0 0 0 0 0 0 75 20:30 0 36 17 0 1 0 0 0 0 0 0 0 0 54 0 15 5 0 0 0 0 0 0 0 0 0 0 20 0 51 22 0 1 0 0 0 0 0 0 0 0 74 20:45 0 36 19 0 0 0 0 0 0 0 0 0 0 55 0 11 2 0 0 0 0 0 0 0 0 0 0 13 0 47 21 0 0 0 0 0 0 0 0 0 0 68 21:00 0 28 16 0 0 0 0 0 0 0 0 0 0 44 0 12 2 0 0 0 0 0 0 0 0 0 0 14 0 40 18 0 0 0 0 0 0 0 0 0 0 58 21:15 0 25 14 0 1 0 0 0 0 0 0 0 0 40 0 11 5 0 0 0 0 1 0 0 0 0 0 17 0 36 19 0 1 0 0 1 0 0 0 0 0 57 21:30 0 21 7 0 0 0 0 0 0 0 0 0 0 28 0 13 3 0 0 0 0 0 0 0 0 0 0 16 0 34 10 0 0 0 0 0 0 0 0 0 0 44 21:45 0 11 9 0 0 0 0 0 0 0 0 0 0 20 0 11 0 0 0 0 0 0 0 0 0 0 0 11 0 22 9 0 0 0 0 0 0 0 0 0 0 31 22:00 0 18 8 0 0 0 0 1 0 0 0 0 0 27 0 5 4 0 0 0 0 0 0 0 0 0 0 9 0 23 12 0 0 0 0 1 0 0 0 0 0 36 22:15 0 11 3 0 0 0 0 0 0 0 0 0 0 14 0 3 4 0 0 0 0 0 0 0 0 0 0 7 0 14 7 0 0 0 0 0 0 0 0 0 0 21 22:30 0 10 5 0 0 0 0 0 0 0 0 0 0 15 0 8 4 0 0 0 0 0 0 0 0 0 0 12 0 18 9 0 0 0 0 0 0 0 0 0 0 27 22:45 0 10 3 0 0 0 0 0 0 0 0 0 0 13 0 6 4 0 0 0 0 0 0 0 0 0 0 10 0 16 7 0 0 0 0 0 0 0 0 0 0 23 23:00 0 10 3 0 0 0 0 0 0 0 0 0 0 13 0 4 2 0 0 0 0 0 0 0 0 0 0 6 0 14 5 0 0 0 0 0 0 0 0 0 0 19 23:15 0 10 3 0 0 0 0 0 0 0 0 0 0 13 0 1 2 0 0 0 0 0 0 0 0 0 0 3 0 11 5 0 0 0 0 0 0 0 0 0 0 16 23:30 0 14 7 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 7 0 0 0 0 0 0 0 0 0 0 21 23:45 0 7 2 0 0 0 0 0 0 0 0 0 0 9 0 5 1 0 0 0 0 0 0 0 0 0 0 6 0 12 3 0 0 0 0 0 0 0 0 0 0 15 Totals 40 3,937 1,815 20 194 26 1 30 15 0 0 0 0 6,078 44 3,913 1,882 20 159 19 2 26 15 0 0 0 0 6,080 84 7,850 3,697 40 353 45 3 56 30 0 0 0 0 12,158 % of Totals 1% 65% 30% 0% 3% 0% 0% 0% 0% 100% 1% 64% 31% 0% 3% 0% 0% 0% 0% 100% 1% 65% 30% 0% 3% 0% 0% 0% 0% 100% 15-MINUTE BREAKDOWN 140
Day: Tuesday City: Paradise
Date: Project #: CA24_100010_004
NB SB EB WB Total
0 0 6,078 6,080 12,158
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 7 5 12 12:00 92 90 182 00:00 01:00 18 10 28
0:15 2 0 2 12:15 102 110 212 01:00 02:00 11 10 21
0:30 7 4 11 12:30 99 109 208 02:00 03:00 14 9 23
0:45 2 1 3 12:45 75 78 153 03:00 04:00 5 17 22
1:00 2 3 5 13:00 121 112 233 04:00 05:00 5 61 66
1:15 2 0 2 13:15 81 103 184 05:00 06:00 29 164 193
1:30 5 6 11 13:30 95 100 195 06:00 07:00 148 348 496
1:45 2 1 3 13:45 108 95 203 07:00 08:00 213 633 846
2:00 2 3 5 14:00 112 104 216 08:00 09:00 353 626 979
2:15 4 3 7 14:15 102 116 218 09:00 10:00 278 449 727
2:30 3 1 4 14:30 142 131 273 10:00 11:00 327 410 737
2:45 5 2 7 14:45 115 114 229 11:00 12:00 329 395 724
3:00 2 6 8 15:00 144 144 288 12:00 13:00 368 387 755
3:15 1 4 5 15:15 155 118 273 13:00 14:00 405 410 815
3:30 1 4 5 15:30 169 121 290 14:00 15:00 471 465 936
3:45 1 3 4 15:45 169 103 272 15:00 16:00 637 486 1123
4:00 1 11 12 16:00 162 77 239 16:00 17:00 644 357 1001
4:15 0 14 14 16:15 176 89 265 17:00 18:00 640 297 937
4:30 2 19 21 16:30 145 94 239 18:00 19:00 410 221 631
4:45 2 17 19 16:45 161 97 258 19:00 20:00 286 137 423
5:00 7 26 33 17:00 189 77 266 20:00 21:00 230 77 307
5:15 4 42 46 17:15 157 68 225 21:00 22:00 132 58 190
5:30 9 37 46 17:30 174 79 253 22:00 23:00 69 38 107
5:45 9 59 68 17:45 120 73 193 23:00 00:00 56 15 71
6:00 20 69 89 18:00 132 55 187
6:15 27 77 104 18:15 113 59 172 NB SB EB WB TOTAL
6:30 48 87 135 18:30 95 59 154 00:00 to 12:00
6:45 53 115 168 18:45 70 48 118 1730 3132 4862
7:00 36 127 163 19:00 66 35 101 8:00 7:30 7:45
7:15 60 158 218 19:15 75 38 113 353 732 1046
7:30 56 165 221 19:30 74 33 107 0.833 0.839 0.849
7:45 61 183 244 19:45 71 31 102
8:00 90 218 308 20:00 71 19 90 12:00 to 00:00
8:15 92 166 258 20:15 50 25 75 4348 2948 7296
8:30 106 130 236 20:30 54 20 74 16:45 14:30 15:00
8:45 65 112 177 20:45 55 13 68 681 507 1123
9:00 55 98 153 21:00 44 14 58 0.901 0.880 0.968
9:15 64 102 166 21:15 40 17 57
9:30 82 129 211 21:30 28 16 44 07:00 to 09:00
9:45 77 120 197 21:45 20 11 31 566 1259 1825
10:00 82 102 184 22:00 27 9 36 8:00 7:30 7:45
10:15 68 120 188 22:15 14 7 21 353 732 1046
10:30 85 90 175 22:30 15 12 27 0.833 0.839 0.849
10:45 92 98 190 22:45 13 10 23
11:00 76 102 178 23:00 13 6 19 16:00 to 18:00
11:15 95 92 187 23:15 13 3 16 1284 654 1938
11:30 70 110 180 23:30 21 0 21 16:45 16:00 16:15
11:45 88 91 179 23:45 9 6 15 681 357 1028
TOTALS 0 0 1730 3132 4862 TOTALS 0 0 4348 2948 7296 0.901 0.920 0.966 SPLIT % 0% 0% 36% 64% 40% SPLIT % 0% 0% 60% 40% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
New Skyway E/O Pentz Rd
3/26/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS
Peak Period
0 100
200
300
400
500
600
700 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
141
Skyway & Pentz Road Traffic Operations Analysis
ATTACHMENT D
SYNCHRO AND SIDRA HCM 6
TH EDITION REPORTS
142
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Existing AM Peak Hour Volumes - No Build HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc.
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 276 12 115 576 0 8 4 70 0 5 21
Future Vol, veh/h 18 276 12 115 576 0 8 4 70 0 5 21
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 85 - - 75 - - - - 100 - - 25
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 14 9 1 1 6 14 4 4 4 19 19 19
Mvmt Flow 21 325 14 135 678 0 9 5 82 0 6 25
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 678 0 0 339 0 0 1338 1322 332 1366 1329 678 Stage 1 - - - - - - 374 374 - 948 948 -
Stage 2 - - - - - - 964 948 - 418 381 -
Critical Hdwy 4.24 - - 4.11 - - 7.14 6.54 6.24 7.29 6.69 6.39 Critical Hdwy Stg 1 - - - - - - 6.14 5.54 - 6.29 5.69 - Critical Hdwy Stg 2 - - - - - - 6.14 5.54 - 6.29 5.69 - Follow-up Hdwy 2.326 - - 2.209 - - 3.536 4.036 3.336 3.671 4.171 3.471 Pot Cap-1 Maneuver 860 - - 1226 - - 129 155 705 114 143 424 Stage 1 - - - - - - 643 614 - 292 318 -
Stage 2 - - - - - - 304 337 - 580 585 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 860 - - 1226 - - 105 135 705 88 124 424 Mov Cap-2 Maneuver - - - - - - 105 135 - 88 124 -
Stage 1 - - - - - - 628 599 - 285 283 -
Stage 2 - - - - - - 249 300 - 496 571 -
Approach EB WB NB SB
HCM Control Delay, s 0.5 1.4 15.3 18.1
HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 113 705 860 - - 1226 - - 124 424
HCM Lane V/C Ratio 0.125 0.117 0.025 - - 0.11 - - 0.047 0.058 HCM Control Delay (s) 41.4 10.8 9.3 - - 8.3 - - 35.5 14 HCM Lane LOS E B A - - A - - E B
HCM 95th %tile Q(veh) 0.4 0.4 0.1 - - 0.4 - - 0.1 0.2
143
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Existing PM Peak Hour Volumes - No Build HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc.
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 596 15 54 300 0 4 8 71 2 2 28
Future Vol, veh/h 22 596 15 54 300 0 4 8 71 2 2 28
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 85 - - 75 - - - - 100 - - 25
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 14 2 0 0 4 14 1 1 1 6 6 6
Mvmt Flow 22 608 15 55 306 0 4 8 72 2 2 29
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 306 0 0 623 0 0 1092 1076 616 1116 1083 306 Stage 1 - - - - - - 660 660 - 416 416 -
Stage 2 - - - - - - 432 416 - 700 667 -
Critical Hdwy 4.24 - - 4.1 - - 7.11 6.51 6.21 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.11 5.51 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.11 5.51 - 6.16 5.56 - Follow-up Hdwy 2.326 - - 2.2 - - 3.509 4.009 3.309 3.554 4.054 3.354 Pot Cap-1 Maneuver 1190 - - 968 - - 193 220 492 182 214 725 Stage 1 - - - - - - 454 462 - 606 585 -
Stage 2 - - - - - - 604 594 - 423 451 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1190 - - 968 - - 174 204 492 142 198 725 Mov Cap-2 Maneuver - - - - - - 174 204 - 142 198 -
Stage 1 - - - - - - 446 454 - 595 552 -
Stage 2 - - - - - - 545 560 - 348 443 -
Approach EB WB NB SB
HCM Control Delay, s 0.3 1.4 15.2 12.4
HCM LOS C B
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 193 492 1190 - - 968 - - 165 725
HCM Lane V/C Ratio 0.063 0.147 0.019 - - 0.057 - - 0.025 0.039 HCM Control Delay (s) 24.9 13.6 8.1 - - 8.9 - - 27.4 10.2 HCM Lane LOS C B A - - A - - D B
HCM 95th %tile Q(veh) 0.2 0.5 0.1 - - 0.2 - - 0.1 0.1
144
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Cumulative AM Peak Hour Volumes - No Build HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc.
Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 34 373 16 143 728 0 8 6 72 0 11 48
Future Vol, veh/h 34 373 16 143 728 0 8 6 72 0 11 48
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 85 - - 75 - - - - 100 - - 25
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, % 14 9 1 1 6 14 4 4 4 19 19 19
Mvmt Flow 37 405 17 155 791 0 9 7 78 0 12 52
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 791 0 0 422 0 0 1621 1589 414 1631 1597 791 Stage 1 - - - - - - 488 488 - 1101 1101 -
Stage 2 - - - - - - 1133 1101 - 530 496 -
Critical Hdwy 4.24 - - 4.11 - - 7.14 6.54 6.24 7.29 6.69 6.39 Critical Hdwy Stg 1 - - - - - - 6.14 5.54 - 6.29 5.69 - Critical Hdwy Stg 2 - - - - - - 6.14 5.54 - 6.29 5.69 - Follow-up Hdwy 2.326 - - 2.209 - - 3.536 4.036 3.336 3.671 4.171 3.471 Pot Cap-1 Maneuver 779 - - 1143 - - 82 107 634 74 97 364 Stage 1 - - - - - - 558 547 - 238 268 -
Stage 2 - - - - - - 244 285 - 503 518 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 779 - - 1143 - - 54 88 634 53 80 364 Mov Cap-2 Maneuver - - - - - - 54 88 - 53 80 -
Stage 1 - - - - - - 532 521 - 227 232 -
Stage 2 - - - - - - 171 246 - 415 494 -
Approach EB WB NB SB
HCM Control Delay, s 0.8 1.4 22.1 24.2
HCM LOS C C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 65 634 779 - - 1143 - - 80 364
HCM Lane V/C Ratio 0.234 0.123 0.047 - - 0.136 - - 0.149 0.143 HCM Control Delay (s) 76.6 11.5 9.9 - - 8.6 - - 57.8 16.5 HCM Lane LOS F B A - - A - - F C
HCM 95th %tile Q(veh) 0.8 0.4 0.1 - - 0.5 - - 0.5 0.5
145
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Cumulative PM Peak Hour Volumes - No Build HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc.
Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 51 774 28 54 429 0 10 16 78 2 2 40
Future Vol, veh/h 51 774 28 54 429 0 10 16 78 2 2 40
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 85 - - 75 - - - - 100 - - 25
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, % 14 2 0 0 4 14 1 1 1 6 6 6
Mvmt Flow 55 841 30 59 466 0 11 17 85 2 2 43
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 466 0 0 871 0 0 1573 1550 856 1601 1565 466 Stage 1 - - - - - - 966 966 - 584 584 -
Stage 2 - - - - - - 607 584 - 1017 981 -
Critical Hdwy 4.24 - - 4.1 - - 7.11 6.51 6.21 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.11 5.51 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.11 5.51 - 6.16 5.56 - Follow-up Hdwy 2.326 - - 2.2 - - 3.509 4.009 3.309 3.554 4.054 3.354 Pot Cap-1 Maneuver 1035 - - 783 - - 90 114 359 83 109 588 Stage 1 - - - - - - 307 334 - 491 492 -
Stage 2 - - - - - - 485 500 - 282 322 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1035 - - 783 - - 74 100 359 50 95 588 Mov Cap-2 Maneuver - - - - - - 74 100 - 50 95 -
Stage 1 - - - - - - 291 316 - 465 455 -
Stage 2 - - - - - - 413 463 - 193 305 -
Approach EB WB NB SB
HCM Control Delay, s 0.5 1.1 29.6 16.3
HCM LOS D C
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 88 359 1035 - - 783 - - 66 588
HCM Lane V/C Ratio 0.321 0.236 0.054 - - 0.075 - - 0.066 0.074 HCM Control Delay (s) 64.2 18.1 8.7 - - 10 - - 63.4 11.6 HCM Lane LOS F C A - - A - - F B
HCM 95th %tile Q(veh) 1.2 0.9 0.2 - - 0.2 - - 0.2 0.2
146
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Existing AM Peak Hour Volumes - Signal Alt Queues Synchro 11 Report
Wood Rodgers, Inc.
Lane Group EBL EBT WBL WBT NBT NBR SBT SBR
Lane Group Flow (vph) 21 339 135 678 14 82 6 25
v/c Ratio 0.13 0.40 0.47 0.56 0.08 0.33 0.04 0.11
Control Delay 34.1 15.8 33.1 13.5 33.8 8.7 34.2 1.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.1 15.8 33.1 13.5 33.8 8.7 34.2 1.0
Queue Length 50th (ft) 7 75 40 77 4 0 2 0
Queue Length 95th (ft) 30 191 108 387 23 23 14 0
Internal Link Dist (ft) 571 682 334 444
Turn Bay Length (ft) 70 100 50 70
Base Capacity (vph) 485 1082 548 1219 543 550 612 586
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 0.04 0.31 0.25 0.56 0.03 0.15 0.01 0.04 Intersection Summary
147
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Existing AM Peak Hour Volumes - Signal Alt HCM 6th Signalized Intersection Summary Synchro 11 Report Wood Rodgers, Inc.
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 276 12 115 576 0 8 4 70 0 5 21 Future Volume (veh/h) 18 276 12 115 576 0 8 4 70 0 5 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1767 1885 1885 1811 1693 1841 1841 1841 1618 1618 1618 Adj Flow Rate, veh/h 21 325 14 135 678 0 9 5 82 0 6 25
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 14 9 1 1 6 14 4 4 4 19 19 19
Cap, veh/h 41 637 27 180 822 0 99 55 135 0 67 57
Arrive On Green 0.03 0.38 0.38 0.10 0.45 0.00 0.09 0.09 0.09 0.00 0.04 0.04 Sat Flow, veh/h 1612 1681 72 1795 1811 0 1146 637 1560 0 1618 1372 Grp Volume(v), veh/h 21 0 339 135 678 0 14 0 82 0 6 25
Grp Sat Flow(s),veh/h/ln 1612 0 1754 1795 1811 0 1783 0 1560 0 1618 1372 Q Serve(g_s), s 0.7 0.0 7.7 3.8 17.0 0.0 0.4 0.0 2.6 0.0 0.2 0.9 Cycle Q Clear(g_c), s 0.7 0.0 7.7 3.8 17.0 0.0 0.4 0.0 2.6 0.0 0.2 0.9 Prop In Lane 1.00 0.04 1.00 0.00 0.64 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 41 0 665 180 822 0 154 0 135 0 67 57 V/C Ratio(X) 0.52 0.00 0.51 0.75 0.82 0.00 0.09 0.00 0.61 0.00 0.09 0.44 Avail Cap(c_a), veh/h 620 0 1350 691 1394 0 686 0 600 0 779 660 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 25.0 0.0 12.4 22.7 12.4 0.0 21.8 0.0 22.9 0.0 23.9 24.3 Incr Delay (d2), s/veh 9.8 0.0 0.6 6.2 2.2 0.0 0.3 0.0 4.3 0.0 0.6 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 2.6 1.7 5.7 0.0 0.2 0.0 1.0 0.0 0.1 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.9 0.0 13.0 28.9 14.5 0.0 22.1 0.0 27.2 0.0 24.5 29.5 LnGrp LOS C A B C B A C A C A C C
Approach Vol, veh/h 360 813 96 31
Approach Delay, s/veh 14.3 16.9 26.5 28.5
Approach LOS B B C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.6 10.3 24.8 7.3 6.4 28.7
Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1
Max Green Setting (Gmax), s 20.0 20.0 40.0 25.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 4.6 5.8 9.7 2.9 2.7 19.0
Green Ext Time (p_c), s 0.2 0.3 2.1 0.1 0.0 4.6
Intersection Summary
HCM 6th Ctrl Delay 17.2
HCM 6th LOS B
148
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Existing PM Peak Hour Volumes - Signal Alt Queues Synchro 11 Report
Wood Rodgers, Inc.
Lane Group EBL EBT WBL WBT NBT NBR SBT SBR
Lane Group Flow (vph) 22 623 55 306 12 72 4 29
v/c Ratio 0.15 0.52 0.29 0.25 0.07 0.30 0.03 0.13
Control Delay 36.9 14.9 37.1 9.3 36.3 6.9 36.2 1.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 36.9 14.9 37.1 9.3 36.3 6.9 36.2 1.1
Queue Length 50th (ft) 10 222 26 54 6 0 2 0
Queue Length 95th (ft) 33 375 62 148 22 20 12 0
Internal Link Dist (ft) 571 682 334 444
Turn Bay Length (ft) 70 100 50 70
Base Capacity (vph) 445 1196 507 1248 521 526 573 605
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 0.05 0.52 0.11 0.25 0.02 0.14 0.01 0.05 Intersection Summary
149
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Existing PM Peak Hour Volumes - Signal Alt HCM 6th Signalized Intersection Summary Synchro 11 Report Wood Rodgers, Inc.
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 22 596 15 54 300 0 4 8 71 2 2 28 Future Volume (veh/h) 22 596 15 54 300 0 4 8 71 2 2 28
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1870 1900 1900 1841 1693 1885 1885 1885 1811 1811 1811 Adj Flow Rate, veh/h 22 608 15 55 306 0 4 8 72 2 2 29
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 Percent Heavy Veh, % 14 2 0 0 4 14 1 1 1 6 6 6
Cap, veh/h 42 757 19 96 817 0 51 102 131 39 39 68
Arrive On Green 0.03 0.42 0.42 0.05 0.44 0.00 0.08 0.08 0.08 0.04 0.04 0.04 Sat Flow, veh/h 1612 1816 45 1810 1841 0 618 1236 1598 883 883 1535 Grp Volume(v), veh/h 22 0 623 55 306 0 12 0 72 4 0 29
Grp Sat Flow(s),veh/h/ln 1612 0 1861 1810 1841 0 1854 0 1598 1767 0 1535 Q Serve(g_s), s 0.7 0.0 14.8 1.5 5.6 0.0 0.3 0.0 2.2 0.1 0.0 0.9 Cycle Q Clear(g_c), s 0.7 0.0 14.8 1.5 5.6 0.0 0.3 0.0 2.2 0.1 0.0 0.9 Prop In Lane 1.00 0.02 1.00 0.00 0.33 1.00 0.50 1.00
Lane Grp Cap(c), veh/h 42 0 775 96 817 0 152 0 131 78 0 68 V/C Ratio(X) 0.52 0.00 0.80 0.57 0.37 0.00 0.08 0.00 0.55 0.05 0.00 0.43 Avail Cap(c_a), veh/h 638 0 1474 716 1458 0 734 0 633 874 0 760 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.3 0.0 12.9 23.3 9.4 0.0 21.4 0.0 22.3 23.1 0.0 23.5 Incr Delay (d2), s/veh 9.5 0.0 2.0 5.2 0.3 0.0 0.2 0.0 3.5 0.3 0.0 4.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 5.2 0.7 1.8 0.0 0.1 0.0 0.9 0.0 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.8 0.0 14.9 28.6 9.7 0.0 21.6 0.0 25.8 23.4 0.0 27.8 LnGrp LOS C A B C A A C A C C A C
Approach Vol, veh/h 645 361 84 33
Approach Delay, s/veh 15.6 12.5 25.2 27.3
Approach LOS B B C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 9.3 7.8 26.1 7.3 6.4 27.5
Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1
Max Green Setting (Gmax), s 20.0 20.0 40.0 25.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 4.2 3.5 16.8 2.9 2.7 7.6
Green Ext Time (p_c), s 0.2 0.1 4.2 0.1 0.0 1.8
Intersection Summary
HCM 6th Ctrl Delay 15.7
HCM 6th LOS B
150
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Cumulative AM Peak Hour Volumes - Signal Alt Queues Synchro 11 Report
Wood Rodgers, Inc.
Lane Group EBL EBT WBL WBT NBT NBR SBT SBR
Lane Group Flow (vph) 37 422 155 791 16 78 12 52
v/c Ratio 0.24 0.49 0.50 0.65 0.11 0.37 0.09 0.27
Control Delay 49.4 18.6 45.6 17.3 48.9 14.9 49.8 7.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.4 18.6 45.6 17.3 48.9 14.9 49.8 7.0
Queue Length 50th (ft) 21 161 88 345 9 0 7 0
Queue Length 95th (ft) 62 284 179 584 35 42 29 14
Internal Link Dist (ft) 571 682 334 444
Turn Bay Length (ft) 70 100 50 70
Base Capacity (vph) 409 1360 462 1402 460 465 516 497
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 0.09 0.31 0.34 0.56 0.03 0.17 0.02 0.10 Intersection Summary
151
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Cumulative AM Peak Hour Volumes - Signal Alt HCM 6th Signalized Intersection Summary Synchro 11 Report Wood Rodgers, Inc.
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 34 373 16 143 728 0 8 6 72 0 11 48 Future Volume (veh/h) 34 373 16 143 728 0 8 6 72 0 11 48 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1767 1885 1885 1811 1693 1841 1841 1841 1618 1618 1618 Adj Flow Rate, veh/h 37 405 17 155 791 0 9 7 78 0 12 52 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 Percent Heavy Veh, % 14 9 1 1 6 14 4 4 4 19 19 19
Cap, veh/h 60 737 31 201 928 0 76 59 117 0 102 86
Arrive On Green 0.04 0.44 0.44 0.11 0.51 0.00 0.08 0.08 0.08 0.00 0.06 0.06 Sat Flow, veh/h 1612 1683 71 1795 1811 0 1007 783 1560 0 1618 1372 Grp Volume(v), veh/h 37 0 422 155 791 0 16 0 78 0 12 52 Grp Sat Flow(s),veh/h/ln 1612 0 1754 1795 1811 0 1790 0 1560 0 1618 1372 Q Serve(g_s), s 1.5 0.0 11.6 5.5 24.7 0.0 0.5 0.0 3.2 0.0 0.5 2.4 Cycle Q Clear(g_c), s 1.5 0.0 11.6 5.5 24.7 0.0 0.5 0.0 3.2 0.0 0.5 2.4 Prop In Lane 1.00 0.04 1.00 0.00 0.56 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 60 0 768 201 928 0 134 0 117 0 102 86 V/C Ratio(X) 0.61 0.00 0.55 0.77 0.85 0.00 0.12 0.00 0.67 0.00 0.12 0.60 Avail Cap(c_a), veh/h 493 0 1876 549 1938 0 547 0 477 0 618 524 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 31.0 0.0 13.6 28.2 13.8 0.0 28.2 0.0 29.5 0.0 28.9 29.9 Incr Delay (d2), s/veh 9.7 0.0 0.6 6.2 2.3 0.0 0.4 0.0 6.3 0.0 0.5 6.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 4.1 2.6 8.7 0.0 0.2 0.0 1.3 0.0 0.2 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.7 0.0 14.2 34.4 16.1 0.0 28.6 0.0 35.8 0.0 29.4 36.4 LnGrp LOS D A B C B A C A D A C D
Approach Vol, veh/h 459 946 94 64
Approach Delay, s/veh 16.4 19.1 34.6 35.1
Approach LOS B B C D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 10.0 12.4 33.8 9.2 7.5 38.6
Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1
Max Green Setting (Gmax), s 20.0 20.0 70.0 25.0 20.0 70.0 Max Q Clear Time (g_c+I1), s 5.2 7.5 13.6 4.4 3.5 26.7
Green Ext Time (p_c), s 0.2 0.3 2.9 0.2 0.0 6.8
Intersection Summary
HCM 6th Ctrl Delay 19.9
HCM 6th LOS B
152
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Cumulative PM Peak Hour Volumes - Signal Alt Queues Synchro 11 Report
Wood Rodgers, Inc.
Lane Group EBL EBT WBL WBT NBT NBR SBT SBR
Lane Group Flow (vph) 55 871 59 466 28 85 4 43
v/c Ratio 0.41 0.72 0.40 0.39 0.22 0.45 0.05 0.26
Control Delay 58.3 19.6 57.1 12.2 54.7 18.8 53.5 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 58.3 19.6 57.1 12.2 54.7 18.8 53.5 4.5
Queue Length 50th (ft) 37 416 40 160 19 0 3 0
Queue Length 95th (ft) 82 685 86 268 51 49 15 5
Internal Link Dist (ft) 571 682 334 444
Turn Bay Length (ft) 70 100 50 70
Base Capacity (vph) 293 1229 334 1211 341 366 343 418
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 0.71 0.18 0.38 0.08 0.23 0.01 0.10 Intersection Summary
153
Skyway & Pentz Rd TOA
1: Pentz Road/Old Skyway & Skyway/New Skyway Cumulative PM Peak Hour Volumes - Signal Alt HCM 6th Signalized Intersection Summary Synchro 11 Report Wood Rodgers, Inc.
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 774 28 54 429 0 10 16 78 2 2 40 Future Volume (veh/h) 51 774 28 54 429 0 10 16 78 2 2 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1693 1870 1900 1900 1841 1693 1885 1885 1885 1811 1811 1811 Adj Flow Rate, veh/h 55 841 30 59 466 0 11 17 85 2 2 43 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 Percent Heavy Veh, % 14 2 0 0 4 14 1 1 1 6 6 6
Cap, veh/h 75 973 35 87 1002 0 54 84 120 45 45 78
Arrive On Green 0.05 0.54 0.54 0.05 0.54 0.00 0.07 0.07 0.07 0.05 0.05 0.05 Sat Flow, veh/h 1612 1793 64 1810 1841 0 726 1123 1598 883 883 1535 Grp Volume(v), veh/h 55 0 871 59 466 0 28 0 85 4 0 43
Grp Sat Flow(s),veh/h/ln 1612 0 1857 1810 1841 0 1849 0 1598 1767 0 1535 Q Serve(g_s), s 2.4 0.0 29.1 2.3 11.1 0.0 1.0 0.0 3.7 0.2 0.0 2.0 Cycle Q Clear(g_c), s 2.4 0.0 29.1 2.3 11.1 0.0 1.0 0.0 3.7 0.2 0.0 2.0 Prop In Lane 1.00 0.03 1.00 0.00 0.39 1.00 0.50 1.00
Lane Grp Cap(c), veh/h 75 0 1007 87 1002 0 138 0 120 90 0 78 V/C Ratio(X) 0.74 0.00 0.86 0.68 0.47 0.00 0.20 0.00 0.71 0.04 0.00 0.55 Avail Cap(c_a), veh/h 448 0 1809 503 1792 0 514 0 444 614 0 534 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.8 0.0 14.2 33.7 10.0 0.0 31.2 0.0 32.5 32.5 0.0 33.3 Incr Delay (d2), s/veh 13.1 0.0 2.4 8.8 0.3 0.0 0.7 0.0 7.6 0.2 0.0 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 10.5 1.2 3.8 0.0 0.5 0.0 1.6 0.1 0.0 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 0.0 16.5 42.5 10.3 0.0 31.9 0.0 40.0 32.7 0.0 39.3 LnGrp LOS D A B D B A C A D C A D
Approach Vol, veh/h 926 525 113 47
Approach Delay, s/veh 18.3 14.0 38.0 38.7
Approach LOS B B D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 10.5 8.6 44.1 8.8 8.4 44.2
Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1
Max Green Setting (Gmax), s 20.0 20.0 70.0 25.0 20.0 70.0 Max Q Clear Time (g_c+I1), s 5.7 4.3 31.1 4.0 4.4 13.1
Green Ext Time (p_c), s 0.3 0.1 7.9 0.1 0.1 3.2
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B
154
MOVEMENT SUMMARY
Site: 101 [Skyway & Pentz Rd Existing AM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
INPUT
VOLUMES
DEMAND
FLOWS
95% BACK OF
QUEUE
Mov
ID
Turn Deg.
Satn
Aver.
Delay
Level of
Service
Prop.
Que
Effective
Stop
Rate
Aver.
No.
Cycles
Aver.
Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ]
veh/h % veh/h % v/c sec veh ft mph
South: Pentz Rd
3 L2 8 4.0 9 4.0 0.107 5.0 LOS A 0.4 11.3 0.47 0.37 0.47 34.9 8 T1 4 4.0 5 4.0 0.107 5.0 LOS A 0.4 11.3 0.47 0.37 0.47 34.8 18 R2 70 4.0 82 4.0 0.107 5.0 LOS A 0.4 11.3 0.47 0.37 0.47 33.8 Approach 82 4.0 96 4.0 0.107 5.0 LOS A 0.4 11.3 0.47 0.37 0.47 33.9 East: New Skyway
1 L2 115 1.0 135 1.0 0.646 11.0 LOS B 6.2 162.7 0.31 0.12 0.31 31.9 6 T1 576 6.0 678 6.0 0.646 11.1 LOS B 6.2 162.7 0.31 0.12 0.31 31.7 16 R2 1 14.0 1 14.0 0.646 11.4 LOS B 6.2 162.7 0.31 0.12 0.31 30.7 Approach 692 5.2 814 5.2 0.646 11.1 LOS B 6.2 162.7 0.31 0.12 0.31 31.7 North: Old Skyway
7 L2 1 19.0 1 19.0 0.066 8.4 LOS A 0.2 6.0 0.63 0.61 0.63 32.8 4 T1 5 19.0 6 19.0 0.066 8.4 LOS A 0.2 6.0 0.63 0.61 0.63 33.0 14 R2 21 19.0 25 19.0 0.066 8.4 LOS A 0.2 6.0 0.63 0.61 0.63 32.0 Approach 27 19.0 32 19.0 0.066 8.4 LOS A 0.2 6.0 0.63 0.61 0.63 32.2 West: Skyway
5 L2 18 14.0 21 14.0 0.330 6.7 LOS A 1.7 45.0 0.36 0.22 0.36 33.9 2 T1 276 9.0 325 9.0 0.330 6.6 LOS A 1.7 45.0 0.36 0.22 0.36 34.1 12 R2 12 1.0 14 1.0 0.330 6.3 LOS A 1.7 45.0 0.36 0.22 0.36 33.3 Approach 306 9.0 360 9.0 0.330 6.6 LOS A 1.7 45.0 0.36 0.22 0.36 34.1 All Vehicles 1107 6.5 1302 6.5 0.646 9.3 LOS A 6.2 162.7 0.35 0.18 0.35 32.5 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: Same as Sign Control.
Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement.
LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).
Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6).
Roundabout Capacity Model: US HCM 6.
Delay Model: HCM Delay Formula (Geometric Delay is not included).
Queue Model: HCM Queue Formula.
Gap-Acceptance Capacity: Traditional M1.
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Processed: Thursday, May 30, 2024 3:20:19 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
155
SITE LAYOUT
Site: 101 [Skyway & Pentz Rd Existing AM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Created: Monday, June 3, 2024 2:04:31 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
156
MOVEMENT SUMMARY
Site: 101 [Skyway & Pentz Rd Existing PM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
INPUT
VOLUMES
DEMAND
FLOWS
95% BACK OF
QUEUE
Mov
ID
Turn Deg.
Satn
Aver.
Delay
Level of
Service
Prop.
Que
Effective
Stop
Rate
Aver.
No.
Cycles
Aver.
Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ]
veh/h % veh/h % v/c sec veh ft mph
South: Pentz Rd
3 L2 4 1.0 4 1.0 0.120 6.4 LOS A 0.5 12.1 0.59 0.56 0.59 34.4 8 T1 8 1.0 8 1.0 0.120 6.4 LOS A 0.5 12.1 0.59 0.56 0.59 34.3 18 R2 71 1.0 72 1.0 0.120 6.4 LOS A 0.5 12.1 0.59 0.56 0.59 33.3 Approach 83 1.0 85 1.0 0.120 6.4 LOS A 0.5 12.1 0.59 0.56 0.59 33.4 East: New Skyway
1 L2 54 0.0 55 0.0 0.282 5.2 LOS A 1.5 39.7 0.17 0.06 0.17 34.8 6 T1 300 4.0 306 4.0 0.282 5.3 LOS A 1.5 39.7 0.17 0.06 0.17 34.6 16 R2 1 14.0 1 14.0 0.282 5.6 LOS A 1.5 39.7 0.17 0.06 0.17 33.4 Approach 355 3.4 362 3.4 0.282 5.3 LOS A 1.5 39.7 0.17 0.06 0.17 34.6 North: Old Skyway
7 L2 2 6.0 2 6.0 0.037 4.4 LOS A 0.1 3.7 0.45 0.32 0.45 35.2 4 T1 2 6.0 2 6.0 0.037 4.4 LOS A 0.1 3.7 0.45 0.32 0.45 35.2 14 R2 28 6.0 29 6.0 0.037 4.4 LOS A 0.1 3.7 0.45 0.32 0.45 34.1 Approach 32 6.0 33 6.0 0.037 4.4 LOS A 0.1 3.7 0.45 0.32 0.45 34.3 West: Skyway
5 L2 22 14.0 22 14.0 0.510 8.6 LOS A 3.9 99.1 0.31 0.14 0.31 33.2 2 T1 596 2.0 608 2.0 0.510 8.3 LOS A 3.9 99.1 0.31 0.14 0.31 33.5 12 R2 15 0.0 15 0.0 0.510 8.2 LOS A 3.9 99.1 0.31 0.14 0.31 32.6 Approach 633 2.4 646 2.4 0.510 8.3 LOS A 3.9 99.1 0.31 0.14 0.31 33.4 All Vehicles 1103 2.7 1126 2.7 0.510 7.1 LOS A 3.9 99.1 0.29 0.15 0.29 33.8 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: Same as Sign Control.
Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement.
LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).
Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6).
Roundabout Capacity Model: US HCM 6.
Delay Model: HCM Delay Formula (Geometric Delay is not included).
Queue Model: HCM Queue Formula.
Gap-Acceptance Capacity: Traditional M1.
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Processed: Thursday, May 30, 2024 3:20:22 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
157
SITE LAYOUT
Site: 101 [Skyway & Pentz Rd Existing PM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Created: Monday, June 3, 2024 2:05:25 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
158
MOVEMENT SUMMARY
Site: 101 [Skyway & Pentz Rd Cumulative AM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
INPUT
VOLUMES
DEMAND
FLOWS
95% BACK OF
QUEUE
Mov
ID
Turn Deg.
Satn
Aver.
Delay
Level of
Service
Prop.
Que
Effective
Stop
Rate
Aver.
No.
Cycles
Aver.
Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ]
veh/h % veh/h % v/c sec veh ft mph
South: Pentz Rd
3 L2 8 4.0 9 4.0 0.116 5.6 LOS A 0.5 12.0 0.53 0.45 0.53 34.6 8 T1 6 4.0 7 4.0 0.116 5.6 LOS A 0.5 12.0 0.53 0.45 0.53 34.5 18 R2 72 4.0 78 4.0 0.116 5.6 LOS A 0.5 12.0 0.53 0.45 0.53 33.5 Approach 86 4.0 93 4.0 0.116 5.6 LOS A 0.5 12.0 0.53 0.45 0.53 33.7 East: New Skyway
1 L2 143 1.0 155 1.0 0.766 15.4 LOS C 9.7 252.1 0.51 0.24 0.51 30.0 6 T1 728 6.0 791 6.0 0.766 15.6 LOS C 9.7 252.1 0.51 0.24 0.51 29.9 16 R2 1 14.0 1 14.0 0.766 15.8 LOS C 9.7 252.1 0.51 0.24 0.51 29.0 Approach 872 5.2 948 5.2 0.766 15.6 LOS C 9.7 252.1 0.51 0.24 0.51 29.9 North: Old Skyway
7 L2 1 19.0 1 19.0 0.157 11.0 LOS B 0.5 14.3 0.67 0.67 0.67 31.6 4 T1 11 19.0 12 19.0 0.157 11.0 LOS B 0.5 14.3 0.67 0.67 0.67 31.8 14 R2 48 19.0 52 19.0 0.157 11.0 LOS B 0.5 14.3 0.67 0.67 0.67 30.9 Approach 60 19.0 65 19.0 0.157 11.0 LOS B 0.5 14.3 0.67 0.67 0.67 31.0 West: Skyway
5 L2 34 14.0 37 14.0 0.434 8.3 LOS A 2.4 65.4 0.44 0.30 0.44 33.1 2 T1 373 9.0 405 9.0 0.434 8.1 LOS A 2.4 65.4 0.44 0.30 0.44 33.3 12 R2 16 1.0 17 1.0 0.434 7.9 LOS A 2.4 65.4 0.44 0.30 0.44 32.5 Approach 423 9.1 460 9.1 0.434 8.1 LOS A 2.4 65.4 0.44 0.30 0.44 33.3 All Vehicles 1441 6.8 1566 6.8 0.766 12.6 LOS B 9.7 252.1 0.50 0.29 0.50 31.1 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: Same as Sign Control.
Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement.
LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).
Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6).
Roundabout Capacity Model: US HCM 6.
Delay Model: HCM Delay Formula (Geometric Delay is not included).
Queue Model: HCM Queue Formula.
Gap-Acceptance Capacity: Traditional M1.
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Processed: Thursday, May 30, 2024 3:20:25 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
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SITE LAYOUT
Site: 101 [Skyway & Pentz Rd Cumulative AM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Created: Monday, June 3, 2024 2:05:55 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
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MOVEMENT SUMMARY
Site: 101 [Skyway & Pentz Rd Cumulative PM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Vehicle Movement Performance
INPUT
VOLUMES
DEMAND
FLOWS
95% BACK OF
QUEUE
Mov
ID
Turn Deg.
Satn
Aver.
Delay
Level of
Service
Prop.
Que
Effective
Stop
Rate
Aver.
No.
Cycles
Aver.
Speed
[ Total HV ] [ Total HV ] [ Veh. Dist ]
veh/h % veh/h % v/c sec veh ft mph
South: Pentz Rd
3 L2 10 1.0 11 1.0 0.212 9.6 LOS A 0.8 20.9 0.68 0.68 0.68 32.6 8 T1 16 1.0 17 1.0 0.212 9.6 LOS A 0.8 20.9 0.68 0.68 0.68 32.6 18 R2 78 1.0 85 1.0 0.212 9.6 LOS A 0.8 20.9 0.68 0.68 0.68 31.7 Approach 104 1.0 113 1.0 0.212 9.6 LOS A 0.8 20.9 0.68 0.68 0.68 31.9 East: New Skyway
1 L2 54 0.0 59 0.0 0.434 7.3 LOS A 2.8 72.0 0.34 0.18 0.34 33.8 6 T1 429 4.0 466 4.0 0.434 7.4 LOS A 2.8 72.0 0.34 0.18 0.34 33.7 16 R2 1 14.0 1 14.0 0.434 7.7 LOS A 2.8 72.0 0.34 0.18 0.34 32.5 Approach 484 3.6 526 3.6 0.434 7.4 LOS A 2.8 72.0 0.34 0.18 0.34 33.7 North: Old Skyway
7 L2 2 6.0 2 6.0 0.065 5.5 LOS A 0.2 6.4 0.54 0.46 0.54 34.7 4 T1 2 6.0 2 6.0 0.065 5.5 LOS A 0.2 6.4 0.54 0.46 0.54 34.7 14 R2 40 6.0 43 6.0 0.065 5.5 LOS A 0.2 6.4 0.54 0.46 0.54 33.6 Approach 44 6.0 48 6.0 0.065 5.5 LOS A 0.2 6.4 0.54 0.46 0.54 33.7 West: Skyway
5 L2 51 14.0 55 14.0 0.737 14.4 LOS B 9.1 231.9 0.51 0.25 0.51 30.5 2 T1 774 2.0 841 2.0 0.737 14.1 LOS B 9.1 231.9 0.51 0.25 0.51 30.8 12 R2 28 0.0 30 0.0 0.737 14.0 LOS B 9.1 231.9 0.51 0.25 0.51 30.0 Approach 853 2.7 927 2.7 0.737 14.1 LOS B 9.1 231.9 0.51 0.25 0.51 30.8 All Vehicles 1485 2.9 1614 2.9 0.737 11.3 LOS B 9.1 231.9 0.47 0.26 0.47 31.8 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: Same as Sign Control.
Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement.
LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).
Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6).
Roundabout Capacity Model: US HCM 6.
Delay Model: HCM Delay Formula (Geometric Delay is not included).
Queue Model: HCM Queue Formula.
Gap-Acceptance Capacity: Traditional M1.
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Processed: Thursday, May 30, 2024 3:20:28 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
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SITE LAYOUT
Site: 101 [Skyway & Pentz Rd Cumulative PM (Site Folder:
General)]
New Site
Site Category: (None)
Roundabout
Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.
SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: WOOD RODGERS, INC. | Licence: PLUS / 1PC | Created: Monday, June 3, 2024 2:06:29 PM Project: \\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Models\Sidra \Skyway&Pentz_Roundabout.sip9
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Skyway & Pentz Road Traffic Operations Analysis
ATTACHMENT E
CA MUTCD PEAK HOUR SIGNAL WARRANT #3 (70% FACTOR) SIGNAL
WARRANT WORKSHEET
163
CA SIGNAL WARRANT 3 ANALYSIS SCENARIOS: "AM/PM PEAK HOUR" CONDITIONS Date: May 29, 2024 Intersection No.: 1
MAJOR MINOR
EXST_AM 997 82 NO Intersection: Skyway & Pentz Rd
EXST_PM 987 83 NO
CUML_AM 1294 86 YES Number of lanes on MAJOR street: 1
CUML_PM 1336 104 YES
Blank1 0 0 NO Number of lanes on MINOR street: 1
Blank2 0 0 NO
Blank3 0 0 NO
Blank4 0 0 NO
SCENARIO
APPROACH(ES) WARRANT
MET?
Note: Major approach is the total of both approaches. Minor approach is the highest of both approaches.
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300 MINOR STREET--HIGHER VOLUME APPROACH VPH MAJOR STREET--TOTAL OF BOTH APPROACHES VPH FIGURE 4C-4 WARRANT 3 PEAK HOUR (70% FACTOR)
(COMMUNITIES LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREETS) (CALIFORNIA MUTCD 2014 Edition) EXST_AM
EXST_PM
CUML_AM
CUML_PM
Blank1 Blank2 Blank3 Blank4 Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minorstreet approach with one lane. 1 LANE & 1 LANE
2 OR MORE LANES & 1 LANE
2 OR MORE LANES & 2 OR MORE LANES
*100
*75
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8710_002_Paradise_Skyway_Pentz_ICE\Traffic\Analysis\Signal_Warrant\CA_MUTCDSigWarrantNo3AM_PM_WAR-70%.xls INT1 164
Skyway & Pentz Road Traffic Operations Analysis
ATTACHMENT F
B/C UNIT COSTS AND PROJECT CONSTRUCTION ESTIMATE
165
Skyway Pentz Rd Benefit-Cost Analysis
Metric Cost ($/hr/veh)
Auto& Truck Composite $ 22.85
Fuel (per gal) $ 4.75
Type of Crash Cost ($/crash)
Fatal Crash $ 13,000,000.00
Injury Crash $ 173,000.00
PDO Crash $ 10,400.00
Average Cost $ 120,800.00
Mobility
Safety
Source: Caltrans Cal-B/C Sketch version 8.1, LA/South Coast Rates (calbc-8-1-sketch-a11y.xlsm), https://www.eia.gov/dnav/pet/pet_pri_gnd_dcus_sca_w.htm Source: Caltrans Cal-B/C Sketch version 8.1 (cal-bc-8-1-sketcha11y.xlsm), USDOT VSL, NHTSA 2010, Crash Data on California State Highways 2018
Wood Rodgers, Inc.
166
Item Unit Unit Cost Quantity Cost Unit Cost Quantity Cost Roadway Improvements SQFT $ 20.00 74,135 $ 1,482,700.00 $ 35.00 28,770 $ 1,006,950.00 Concrete Improvements SQFT $ 25.00 1,003 $ 25,075.00 $ 45.00 15,000 $ 675,000.00 Drainage/Stormwater Treatment Improvements LS $ 80,000.00 1 $ 80,000.00 $ 80,000.00 1 $ 80,000.00 Signage and Striping LS $ 30,000.00 1 $ 30,000.00 $ 25,000.00 1 $ 25,000.00 Landscaping LS $ - $ - $ 100,000.00 1 $ 100,000.00
Signal LS $ 200,000.00 1 $ 200,000.00 $ - $ -
Temporary Traffic Control LS $ 50,000.00 1 $ 50,000.00 $ 100,000.00 1 $ 100,000.00 $ 1,867,775.00 $ 1,986,950.00
$ 280,167.00 $ 298,043.00
$ 2,147,942.00 $ 2,284,993.00
Notes:
Roadway improvements include: HMA, AB, roadway excavation, etc.
Drainage/stormwater improvements include: drainage pipes, ditch excavation, etc.
Utility relocations were not included in estimate.
Intersection Type
Subtotal
Contingencies (15%)
Total
Subtotal
Contingencies (15%)
Total
Signal Roundabout
167
Skyway & Pentz Road Traffic Operations Analysis
ATTACHMENT G
B/C COST CALCULATIONS
168
Skyway Pentz Rd Benefit-Cost Analysis
Mobility Cost Calculations
Delay Calculation:
Alternative (Cumulative Summer
Saturday Peak) Delay (s/veh)1
# of Vehicles Entering
Intersection during Peak
Hour
Total Peak Hour
Delay (hr)
Daily
Delay
(hr)2
Annual
Delay (hr)
Annual Delay
Cost ($)3
No Build 76.6 1439 31 450 164285 3,753,906.63 $
Signal 19.9 1439 8 117 42680 975,231.62 $
Roundabout 12.6 1439 5 74 27023 617,483.34 $
1 Source: Table 2
2 Daily Delay Hours factored from peak hour based on 24-hr ADT counts 3 Cost per vehicle hour of delay source: Auto and Truck composite cost, Caltrans Cal-B/C Sketch version 8.1 Wood Rodgers, Inc. 169
Skyway Pentz Rd Benefit-Cost Analysis
Crash Modification Factors Used:
CMF Name ID CMF Applicable
Crash Type
Applicable Crash
Severity
CRF
INSTALL A TRAFFIC SIGNAL 325 0.56 ALL ALL 0.44
CMF Name ID CMF Applicable
Crash Type
Applicable Crash
Severity
CRF
CONVERSION OF INTERSECTION INTO
SINGLE-LANE ROUNDABOUT
9296 0.52 ALL ALL 0.48
Safety Cost Calculations
Alternative
Total Expected
Annual Crashes1
%
Fatal+Injury2 % PDO2 Cost3
No Build 1.8 67% 33% $ 213,840.00
Signal 1.01 67% 33% $ 119,750.40
Roundabout 0.94 67% 33% $ 111,196.80
1 Expected annual crashes for the No Build Alternative is based on a total of 9 reported crashes over a 5-year period (2019-2024) for an average of 1.8 crashes per year. Expected annual crashes for the Signal and Roundabout Alternatives were calculated by multiplying a CMF of 0.56 and 0.52 to the No Build Alternative Total Expected Crashes.
3 Cost per collision type source: Caltrans Cal-B/C Sketch version 8.1, USDOT VSL, NHTSA 2010, Crash Data on California State Highways 2018
2 The percent split between Fatal+Injury crashes and PDO crashes is based on 5-year (2019-2024) reported crash data from SWITRS.
Signal Alternative
Roundabout Alternative
Wood Rodgers, Inc.
170
Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 6(d)
ORIGINATED BY: Marc Mattox, Director of Public Works
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Pavement Restoration Special Requirements for Moratorium Roads
LONG TERM
RECOVERY PLAN:
Yes, Tier 1, Evacuation Routes
COUNCIL ACTION REQUESTED:
1. Consider adopting Resolution No. 2024- , “A Resolution of the Town Council of the Town of Paradise accepting the Pavement Restoration Special Requirements for Moratorium Roads” (ROLL CALL VOTE)
Background:
Paradise Municipal Code 12.14.26 establishes pavement moratorium provisions to protect newly maintained or constructed roadways. These established requirements aim to minimize non-emergency excavations into new roadways and encourage proactive coordination with utility partners to perform work ahead of the Town’s paving projects. Through research, it has been shown that trench cuts significantly alter and degrade pavement performance and reduce pavement life, which consequently costs local agencies millions of dollars in premature street repair and remediation expenses. Permission to excavate in newly renovated streets shall not be granted for three years after completion of street renovation, except as follows:
A. Emergency endangering persons or property
B. Interruption of essential utility service
C. Work mandated by city, state or federal legislation
D. Service for buildings where no other reasonable means of providing service exists E. Other situations deemed by the Town Council to be in the best interest of the general public.
Recognizing that excavations in moratorium roadways is not completely avoidable, the Public Works Engineering Division has developed extensive restoration requirements on any excavations in roadways subject to the moratorium. These established requirements aim to minimize non-emergency excavations into new roadways while ensuring proper restoration to roadway pre-construction conditions when pavement excavations must occur.
Analysis:
The Town has secured approximately $100M in Federal Highway Administration (FHWA), Federal Emergency Management Agency (FEMA), and Department of Housing and Urban 171
Development (HUD) funding to repair damaged on and off-system roadways town wide as a result of the Camp Fire and subsequent recovery efforts. As such, staff recommends adopting the Pavement Restoration Special Requirements for Moratorium Roads to protect these substantial investments and reduce premature roadway degradation.
It is standard practice for Staff to distribute letters to notify utility companies of upcoming roadway work. As part of the pavement moratorium, Staff publishes and periodically updates a map of streets both under the moratorium and streets anticipated for upcoming paving.
A permit applicant who wishes to excavate in a roadway subject to the pavement moratorium would be required to submit a written application to the Public Works Department for an excavation waiver. As a condition of this waiver, the applicant would be required to restore the roadway based on the Pavement Restoration Special Requirements for Moratorium Roads.
Financial Impact:
Various financial impacts are associated with the recommended action. The Town of Paradise will not bear the costs associated with these actions as the party responsible for the excavation and subsequent restoration will be responsible for the cost. These pavement restoration requirements will protect the Towns investment in its infrastructure, and reduce costly and premature maintenance.
Attachments:
A. Resolution
B. Pavement Restoration Special Requirements for Moratorium Roads 172
TOWN OF PARADISE
RESOLUTION NO. 2024- _______
A RESOLUTION OF THE TOWN COUNCIL OF TOWN OF PARADISE ACCEPTING THE
PAVEMENT RESTORATION SPECIAL REQUIREMENTS FOR MORATORIUM ROADS WHEREAS, The Town of Paradise has secured approximately $100M in Federal Highway Administration (FHWA), Federal Emergency Management Agency (FEMA), and Department of Housing and Urban Development (HUD) funding to repair damaged public roadways town wide as a result of the Camp Fire and subsequent recovery efforts; and, WHEREAS, the Town of Paradise Municipal Code 12.14.26 establishes pavement moratorium provisions to protect newly maintained or constructed roadways; and, WHEREAS, The Town of Paradise recognizes that excavations in moratorium roadways is not completely avoidable; and,
WHEREAS, trench cuts significantly alter and degrade pavement performance and reduce pavement life, which consequently costs local agencies millions of dollars in premature street repair and remediation expenses; and,
WHEREAS, the Public Works Department Engineering Division has developed extensive restoration requirements on any excavations in roadways subject to the moratorium known and referred to as the Pavement Restoration Special Requirements for Moratorium Roads; and, WHEREAS, implementation of the Pavement Restoration Special Requirements for Moratorium Roads will protect these substantial investments and reduce premature roadway degradation.
NOW, THEREFORE BE IT RESOLVED by the Town Council of the Town of Paradise as follows:
Section 1. The Town Council hereby accepts the methods and recommendations for restoration of pavement excavation on moratorium roads, known and referred to as the Pavement Restoration Special Requirements for Moratorium Roads.
PASSED AND ADOPTED by the Town Council of the Town of Paradise on this 13th day of August, 2024, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
By:
Ronald Lassonde, Mayor
ATTEST: APPROVED AS TO FORM:
__________________________ _______________________________ Melanie Elvis, Deputy Town Clerk Scott E. Huber, Town Attorney 173
Town of Paradise
Public Works Department
Engineering Division
5555 Skyway
Paradise, CA 95969
(530) 872-6291
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Pavement Restoration Special Requirements for Moratorium Roads (Renovated within 3 Years)
Adopted by Paradise Town Council August 13, 2024
Purpose
The purpose of this document is to provide a standard for coordinating unavoidable excavation activities on pavements which have been resurfaced and accepted within three years. Through research, it has been shown that trench cuts significantly alter and degrade pavement performance and reduce pavement life, which consequently costs local agencies millions of dollars in premature street repair and remediation expenses.
Accordingly, these established requirements aim to minimize non-emergency excavations into new roadways while ensuring proper restoration to roadways pre-construction conditions when pavement excavations must occur.
Paradise Municipal Code 12.14.260 - Moratorium areas—No permit shall be issued.
Permission to excavate in newly renovated streets shall not be granted for three years after completion of street renovation as shown by the filing of a notice of completion. Utilities shall determine alternate methods of making necessary repairs to avoid excavating in newly renovated streets. Exceptions to the above are as follows:
A. Emergency endangering persons or property
B. Interruption of essential utility service
C. Work mandated by city, state or federal legislation
D. Service for buildings where no other reasonable means of providing service exists E. Other situations deemed by the Town Council to be in the best interest of the general public.
All permits which are issued under subsections A through E of this section shall be in accordance with the requirements provided herein.
Trench Cut Permit Conditions
When a trench cut is permitted in moratorium streets, restoration shall conform to the latest version of the Town’s Standard Detail TB2 “Modified Pavement Restoration Area,” with the following more restrictive special requirements:
Special Requirements for Temporary Patch Paving
Final patching shall be completed within the time limits specified below:
A temporary patch may be used, using cold mix asphalt between April 1st and October 14th, provided the permanent repair is completed within 28 calendar days. 174
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Hot mix asphalt shall be used as temporary patch between October 15th and March 31st, and permanent repair is to be completed withing 90 calendar days, weather permitting.
Temporary patch pavement smoothness, when hot mix asphalt is used, shall be determined using an 8-foot straightedge, and the pavement surface must not vary from the lower edge of the straightedge by more than:
0.02 foot when the straightedge is laid parallel with the traffic lane centerline. 0.04 foot when the straightedge is laid perpendicular to the centerline and extends from edge to edge of a traffic lane.
0.04 foot when the straightedge is laid within 24 feet of a pavement conform.
Special Requirements for Rehabilitated and Reconstructed Roads Hot Mix Asphalt shall be Type-A HMA, 1/2” aggregate gradation, PG 64-10 asphalt binder with a Caltrans approved JMF and constructed per Section 39-2 “Hot Mix Asphalt” of the most recent edition of the Caltrans Standard Specifications.
Operations shall be completed with a minimum 8’ wide paver.
Hot Mix Asphalt shall be compacted to a relative compaction of not less than 95 percent. Each lift of HMA is tested independently and the results shall be provided to the Town of Paradise.
For overlaid or reconstructed/full depth reclamation roads with transverse trenches the asphalt saw cut line shall be a minimum of 20 feet outside of the trench line and the entire width of:
The affected travel lane (center of road to edge of pavement), or If multiple lanes are affected, those lanes, or
If in the center of the street, both directions to the nearest lane line, edge of pavement or curb to curb.
Field conditions may warrant additional requirements at the discretion of the Town Engineer.
For overlaid or reconstructed/full depth reclamation streets with longitudinal trenches the asphalt saw cut line will depend on the location of the longitudinal run in relationship to parking, bike and travel lanes. Generally, the asphalt saw cut line shall be a minimum of 4 feet outside of the trench line and the entire width of:
The affected travel lane (center of road to edge of pavement), or If multiple lanes are affected, the full width of those lanes may have to be restored. Given the location and the extent of the trench cut, consideration may be given for restoration only to the center of a lane(s).
Impacted bike lanes will be restored in their entirety. Field conditions may warrant additional requirements at the discretion of the Town Engineer. The minimum length of restoration shall be 40 feet.
Pavement smoothness shall be determined using an 8-foot straightedge, the pavement surface must not vary from the lower edge of the straightedge by more than:
0.01 foot when the straightedge is laid parallel with the traffic lane centerline. 0.02 foot when the straightedge is laid perpendicular to the centerline and extends from edge to edge of a traffic lane.
0.02 foot when the straightedge is laid within 24 feet of a pavement conform. 175
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Special Requirements for Surface Treated (Slurry or Micro-Surfaced) Roads Surface treated (Slurry seal or micro-surfacing) roads shall receive a Type II Slurry Seal and constructed per Section 37-3 “Slurry Seals and Micro-Surfacing” of the most recent edition of the Caltrans Standard Specifications as follows:
For residential roads and streets, the entire width of the road for the length of the trench plus a minimum of 4 feet on each end of the trench. Specific conditions will be considered that could reasonably alter the extent required in order to achieve the end result.
For wide/multi-lane roads the slurry seal application shall be for the length of the trench plus a minimum of 4 feet on each end of the trench for the entire width of:
The effective travel lane (center of road to edge of pavement), or If multiple lanes are affected, those lanes, or
If in the center of the street, both directions to the nearest lane line, edge of pavement or curb to curb
Responsibility for Roadway Defects appearing after the Permittee Restores the Trench The Owner of the facility repaired, maintained, or installed is responsible for maintaining, repairing, or reconstructing the site of the excavation until subsequent excavation work is performed in the same location by a different excavator or the Department reconstructs, repaves, or resurfaces the area. 176
Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 6(e)
(e
ORIGINATED BY: Marc Mattox, Public Works Director
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Camp Fire Road Rehabilitation Update & Sewer Service Area Paving Plan
LONG TERM
RECOVERY PLAN:
Yes, Tier 1
COUNCIL ACTION REQUESTED:
1. Hear an informational update relating to the Town’s progress for completion of FEMA and FHWA funded Camp Fire repairs to public roadways; and,
2. Provide staff direction on the decision to continue repairs within the Town’s proposed Sewer Service Area based on the current schedule of the Paradise Sewer Project.
Background:
Due to the ongoing recovery effort and debris removal operations within the Town and Butte County, the Town’s on-system roadway infrastructure sustained heavy damage in the wake of the Camp Fire. The pavement structural sections were damaged in two ways:
1. Pavement scarring due to fires associated with burning vehicles – On the day of the Camp Fire, several motorists were required to abandon their vehicles and continue evacuating on foot. The subsequent car fires damaged the pavement, justifying the need for repair.
2. Pavement structural section damage due to heavy truck traffic – Following the Camp Fire, the Town experienced a staggering level of truck traffic. During the CALOES Debris Removal effort, over 3.7 million tons of material was removed, equivalent to approximately 300,000 truckloads. During that same period, PG&E, Comcast, and AT&T restored their damaged distribution infrastructure. Additionally, PG&E removed over 92,000 trees, and an additional 100,000 trees were removed in 2020 as part of the Hazard Tree Removal Program. The volume of trucks using the Town’s on-system roads has resulted in damage to the pavement structural section, justifying the need for rehabilitation.
The Town coordinated with Caltrans and Federal Highways Administration (FHWA) to secure Emergency Relief permanent restoration funding to repair damaged on-system roads town wide.
Through the Emergency Relief Program, the Town of Paradise has been approved for $55,439,200 for the on-system road rehabilitation project. The approved project is located on Federal-Aid “On-System” roads – meaning the Town’s primary collectors and arterials such as Skyway, Clark, Pearson, Elliott, Bille, Wagstaff, Pentz, etc. The Performance Period End Date (deadline for grant close-out) of the On-System Road Rehabilitation Project as a whole is September 30, 2028.
177
The Town also coordinated with the Federal Emergency Management Agency (FEMA) to secure Public Assistance permanent restoration funding to repair damaged off-system roads town wide.
Through the Public Assistance Program, the Town of Paradise has been approved for $38,290,000 for the off-system road rehabilitation project. The approved project is located on “Off-System” roads. Off-system roadway rehabilitation include roadways that are not on the onsystem roadways – typically local roads such as residential and minor roadways. The deadline for completion of the Off-System Road Rehabilitation Project is currently in a year-to-year, merit based time extension process. The current performance period ends November 12, 2024, however, a current time extension request is under review by FEMA. The approved extensions to date by FEMA exceed practicable norms in the program.
On November 10, 2020, Paradise Town Council awarded master on-call contracts to Mark Thomas, Dokken Engineering, GHD, Inc., Wood Rodgers, Inc. and Dewberry Drake Haglan to perform on-call professional civil engineering services for a variety of local, state, and federallyfunded projects. Subsequently, in January 2021, task orders were issued to Mark Thomas, Dokken Engineering, and Wood Rodgers, Inc. to perform civil design services on the on-system road rehabilitation project.
Analysis:
Construction work between both On- and Off-System Road Rehabilitation Projects has been ongoing since 2022.
There are many challenges with delivering these projects, which require significant coordination for sequencing and capacity of the community. Most notably, each contract that is awarded for both On- and Off-System Road Rehabilitation has been carefully crafted to ensure that the unprecedented town-wide undergrounding and water service lateral replacement program efforts have been completed within the proposed paving area. This is done to ensure the highest return on investment for the best public benefit, ensuring that in most cases, newly renovated roadways are not immediately excavated with planned work. This coordination has delayed the overall projects’ delivery from close of 2025 to close of 2026.
Secondly, these projects are also scoped in a manner to ensure the overall capacity of the community to handle the volume of construction work occurring at any given time is not exceeded.
Between ongoing recovery efforts associated with rebuilds, undergrounding and utility work, it is challenging, if not impossible, to achieve day-to-day transportation without reaching unpredictable delays due to ever-changing temporary traffic controls. As a result, paving the entire Town all at once was never feasible.
To this point, completely independent of the road rehabilitation efforts, Town staff has also been working to advance the Paradise Sewer Project. The Paradise Sewer Project is a transformative effort to provide reliable wastewater collection and treatment services to a defined Sewer Service Area within the Town of Paradise. The project identifies about 1,500 parcels, mostly centered along major evacuation routes such as Skyway, Clark and Pearson Road, and plans to install a new collection system comprised of underground trunks and laterals, transporting wastewater to the City of Chico’s Water Pollution Control Plant. The Sewer Project has been in various stages of development since the 2018 Camp Fire, however, at present time, is in pre-construction phases for final environmental work, early design, permitting and right of way. Based on factors outside of the Town’s control, most notably project permitting, the table below represents a revised milestone schedule.
178
Paradise Sewer Project Schedule
Milestone Start Finish
Basis of Design Report 2024-Q1 2024-Q4
30% Design 2024-Q4 2026-Q2
ROW 2026-Q2 2027-Q3
Permitting 2024-Q2 2027-Q4
GMP negotiations 2026-Q3 2026-Q4
Long Lead Procurement 2026-Q4 2027-Q2
Construction 2027-Q4 2031-Q2
Final Completion N/A 2031-Q4
With the current schedule of the Paradise Sewer Project, a comprehensive review of the convergence of Camp Fire recovery paving projects is warranted. Attention is directed to Attachment A and Attachment B of this Agenda Summary.
As of August 2024, the following paving progress can be reported:
25.3 mi. Completed
21.3 mi. Awarded/Under Construction
50.3 mi. Planned 2025 & 2026
96.9 mi. Total
To date, most of the Sewer Service Area has been withheld from paving amongst On- and OffSystem Road Rehabilitation with the intent that the Sewer Project would lead and paving would be completed as a final effort. Based on the facts, this intent is not feasible and would likely result in a loss of both On- and Off-System Road Rehabilitation funding within the Sewer Service Areas.
Of the 50.3 miles total planned in 2025 and 2026, 12.6 miles are within the Sewer Service Area.
Staff is recommending Council provide direction to continue with the delivery of the On- and OffSystem Road Rehabilitation Projects ahead of the Paradise Sewer Project. This recommendation is not made lightly, understanding both the real impacts to the roadway system and understandable public reception. However, staff can reiterate two key facts: (1) further delay of the roadway paving will jeopardize funding by requiring extraordinary and unlikely time extensions, and (2) delivery of the Paradise Sewer Project will require newly renovated roadways to be restored to their pre-construction condition.
A more comprehensive update on the Paradise Sewer Project is planned for Paradise Town Council on September 10, 2024.
Financial Impact:
Below is a brief summary of the On- and Off-System Road Rehabilitation Projects’ financial status.
On-System Road Rehabilitation (FHWA Actual Cost)
Authorized - $55,439,200
Expended - $14,630,963
Encumbered - $5,358,143
Remaining - $35,450,094
179
Off-System Road Rehabilitation (FEMA Improved Project)
Authorized - $38,290,000
Expended - $9,282,408
Encumbered – $8,185,668
Remaining - $20,821,924
Both projects contain varying match requirements, however, staff has secured CDBG-DR Infrastructure funds which are being allocated to ensure full project funding to the Town. 180
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community
PAVING PLAN UPDATE PAVING PLAN UPDATE
08/13/2024 08/13/2024
TOWN OF PARADISE
PUBLIC WORKS DEPARTMENT
5555 Skyway Road
Paradise, California 95969
±
0 0.5 1
Miles
J ERDAHL
AUGUST 2024
PROJECT
LOCATION
MAP
Legend
Paradise Town Limits
Sewer Service Area
COMPLETED
25.3 Miles
AWARDED
21.3 Miles
FUTURE
50.5 Miles
Attachment A - Paving Plan Status - August 2024
181
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community
PAVING PLAN UPDATE PAVING PLAN UPDATE
08/13/2024 08/13/2024
TOWN OF PARADISE
PUBLIC WORKS DEPARTMENT
5555 Skyway Road
Paradise, California 95969
±
0 0.5 1
Miles
J ERDAHL
AUGUST 2024
PROJECT
LOCATION
MAP
Legend
Paradise Town Limits
Sewer Service Area
2025
Off-System
2025
On-System
2026
Off-System
2026
Attachment B
182
Town of Paradise
Council Agenda Summary
Date: August 13, 2024
Agenda Item: 6(f)
ORIGINATED BY: Marc Mattox, Public Works Director
REVIEWED BY: Jim Goodwin, Town Manager
SUBJECT: Public Works Hazardous Fuels Reduction Equipment
LONG TERM
RECOVERY PLAN:
Yes, Tier 1, Safer
COUNCIL ACTION REQUESTED:
1. Review alternatives proposed for the purchase or rental of hazardous fuels reduction equipment to be utilized under a limited term Hazard Mitigation Grant Program Grant; and,
2. Concur with staff recommendation and make necessary budget adjustments to procure needed equipment utilizing gas-tax backfill reserves. (ROLL CALL VOTE)
Background:
In early 2020, Town staff submitted multiple projects under the Federal Emergency Management Agency Hazard Mitigation Grant Program administered by California Office of Emergency Services. Of these projects, the Hazardous Fuels Reduction Program was identified as a critical priority. The project includes the establishment of a well defined fuels reduction program which incorporates vital equipment for mechanical fuels reduction efforts as well as spraying activities.
The intent of this program is to increase the Town’s safety and vulnerability to future wildfire events, especially ones originating near or adjacent to public roadways. The project was initially scoped for a thirty month term and provided for equipment rentals, spraying supplies and three full time equivalent employees to undertake this work year-round.
Since submission in 2020, the project has been in various stages of development and environmental review, with majority of the time being in the responsibility of FEMA processes before the program is authorized to begin.
Analysis:
As previously described, mechanical fuels reduction along roadside edges is a critical component of the project. The project lists needs for chippers, excavators with masticator attachments, a trailer and heavy duty dump truck. The Town of Paradise currently owns a chipper and is in the process of procuring a new dump truck with FY 24/25 Measure V funds. With lessons learned over the past five years, a full water truck is also needed to undertake this work. It is the expectation that the Town would rent equipment needed for the project which it does not currently own.
Following consultation with FEMA and CalOES staff, a lease-purchase agreement through the 183
grant has been ruled out, as the purchase of the equipment is not an eligible expense in any manner. However, the Town of Paradise does have authority to pre-purchase needed equipment (outside of the grant) with local funds and rent equipment back to the grant for the approved scope of work.
A table below provides a breakdown of the purchase price and market rental costs for the itemized equipment, assuming an 18-month rental. A reduced 18-month rental is assumed based on known cost increases and other cultural resources monitoring costs the project may require.
Equipment Description 18-month Rental Cost Purchase Price Dump Truck $135,000 Town Owned
Trailer $72,000 $53,500
Excavator & Mulching Head $253,000 $196,600
12” Brush Chipper $57,000 Town Owned
Water Truck Not Scoped $142,400
Total $517,800 $392,500
Equipment rentals, for many extended terms, make more sense to purchase outright, especially considering if there are ongoing needs beyond the term.
Staff is recommending Council make necessary budget adjustments to purchase needed equipment outright with a plan to rent the compliment of equipment back to itself for the Hazardous Fuels Reduction Program. Understanding the HMGP project budget is fixed and some unknowns on term of the project, staff is estimating $345,000 could be recovered for equipment rentals from the Town. In any case, these equipment items are critical to the Public Works Department having the right tools to maintain the Public Right of Way in the safest manner possible.
Financial Impact:
The recently adopted Fiscal Year 2024/25 Budget does not include any funds for the purchase of Hazardous Fuels Reduction Equipment. Due to the ongoing uncertainty of the HMGP Project, this proposal to purchase equipment in advance has been delayed. Staff is requesting $400,000 in gas tax backfill reserves to pre-pay for the purchases with a plan to reimburse the fund upon monthly rental revenue/reimbursement through the grant.
The 2023 Funds Transfer Agreement between the Town of Paradise and State of California Department of Transportation has provisions which allow for any typical gas-tax eligible activity to be used from the $9.3M one-time allocation. All funds must be used by June 30, 2030. At current estimate, following HMGP reimbursements, the net impact of the purchases would be less than $50,000 and the Town would have the ability to carry on the use of the equipment beyond the limited term.
184
MODEL BL1/EX-75 BL1/EX/VT-75
Flow rate (L/min) 50-130 65-140
Pressure (bar) 180-350 180-350
Excavator weight (t) 4-7,5 4-7,5
Working width (mm) 800 800
Weight (kg) 355 355
Rotor diameter (mm) 300 300
Max shredding diameter (mm) 120 120
No. blades type MINI BL 14 14
Data refers to machine as standard. The technical data in this catalogue may be altered without prior notice.
OPTIONS
Customized setting hydraulic motor Front fixed thumb bracked Diverter valve Customized attachment bracket with pins
Hydraulic front hood Multiple tooth options
Hydraulic front hood for excavator AUX line
STANDARD EQUIPMENT
17/34 cc variable manual displacement hydraulic piston motor with relief and anticavitation valve (50-130 L/min) (BL1/EX) Belt transmission
55/38 cc variable torque hydraulic piston motor
(65-140 L/min) (BL1/EX/VT)
Bulkhead for hydraulic connections
Flow control system valve Front hood with mechanical adjustment Safety and anticavitation valve Rotor Bite Limiter
Enclosed / anti dust machine body Dedicated rear hood (deflector) Motor enclosed in the frame
FORESTRY MULCHERS FOR EXCAVATORS
MAIN OPTIONS
50-140 L/min
Ø 12 cm max
4-7,5 t
Attachment bracket Hydraulic front hood
Hydraulic piston motor
with manual displacement control
integrated relief valve
and anticavitation valve
Hydraulic front trap door
helps contain debris and achieves
finer sizing (optional)
Forestry mulcher with Bite Limiter technology.
BLADE MINI BL
(standard)
BL1/EX - BL1/EX/VT
MINI C/3
(option)
Excavator stand and thumb
bracket
useful in moving material
to be mulched
FAE introduces a new line of professional mulchers
for excavators equipped with Bite Limiter technology.
Special steel limiter rings limit the depth of blade action, reducing the demand for power, guaranteeing speed
and exceptional performance. The BL1/EX - BL1/EX/VT
(for 4-7.5 t excavators) has a 800 mm working width and can mulch logs up to 12 cm in diameter.
The piston engine (with manually controlled variable
displacement) makes it easy to use this mulcher on
different excavators with different oil flow rates. The BL1/ EX-BL1/EX/VT has a rotor equipped with a heat-treated
forged steel tooth holder, together with Type Mini BL
blades. This light, compact mulcher is easy to maneuver and perfect for various types of forestry work.
Bite Limiter rotor
special steel limiter rings
control the depth of cut
Dedicated rear hood (deflector)
controls mulched material
output for greater safety
Custom made thumb bracket
to move and reposition material
ROTOR TYPE BL
185
Excavator
186
2 When we designed the 85 P-Tier, we started with a larger, brand-new cab to keep operators comfortable. Then we combined the agility and adaptability of our smaller compact models with the productive performance and versatile capabilities of the largest excavators in our wide-ranging lineup. And we amped up engine horsepower by 17 percent compared to the previous model, added a turbocharger for improved performance at elevated altitudes, increased dig forces and hydraulic pressure, and optimized machine stability by 10 percent. With customer-inspired features like these, plus some pretty big options, this enhanced excavator can be just the right-size solution for your toughest tasks.
187
FEATURES
Get into the swing
Reduced-tail-swing configuration enhances
machine flexibility, enabling the 85 P-Tier
to maneuver nimbly and work efficiently on
tight and congested jobsites. Plus this go-to
taskmaster transports easily, making it ideal
for “dig-and-go” projects.
In control and comfortable
Ergonomically correct short-throw pilot
joysticks enable smooth, precise fingertip
control. Handy new swing-boom functionality
in the joystick eliminates a hard-to-reach floor
pedal and clears space to move your legs.
At home in the cab
All-new operator station that’s more
spacious than previous models features a
completely new adjustable and heated airsuspension seat with armrests, comfortable air-conditioning system, and ample entryway
and legroom. Wide expanse of front and side
glass, narrow front cab posts, large tinted
overhead window, and numerous mirrors
enable outstanding visibility. Isolated cab
mounts help reduce noise and vibration.
Stay connected
New 8-inch multi-language LCD monitor
equipped with Bluetooth® connectivity to
phone calls and music provides intuitive
access to a wealth of information and
functions. Just turn and tap the rotary dial
to select work mode, access operating info,
check service intervals, source diagnostic
codes, adjust cab temperature, and tune the
radio. Handy USB port and cellphone holder
make it easy to stay in touch.
Bring your work into focus
Standard LED lighting illuminates dusty
and before-daylight or after-dark jobsites.
Integrated into the all-new, high-resolution
main monitor for optimal image quality,
the standard right rear left camera system
with additional LED surround lighting
work together to supplement 270-degree
visibility of the area around the machine,
even in low-light conditions.
85 P-TIER EXC AVATOR
REDUCED-TAIL-SWING
DESIGN PROVIDES FLEXIBLE
PERFORMANCE IN TIGHT SPACES
COMPARED TO CONVENTIONAL TAIL-SWING MACHINES
188
Modes of operation
Engine performance and hydraulic
flow are optimally balanced
for predictable operation. Two
productivity modes allow you
to choose the digging style
that fits the job: Power delivers
a balance of speed and fuel
economy for normal operation,
while Economy reduces engine
speed and helps save fuel.
Bank on these blades
Standard blade is ideal for cleanup
and backfilling. It provides extra
lift capacity and stability when
running hydraulic hammers and
other heavy-duty attachments.
Optional new angle blade with
float redefines earthmoving and
grading.
Rugged resistance
Large idlers, rollers, and strutted
links enable the undercarriage
to withstand and command.
Thick-plate single-sheet mainframe, box-section track frames, double-seal swing bearing,
and new boom-cylinder guard
deliver rock-solid durability. All
structures and components are
built to resist stress.
It’s all right here
Large hinged doors provide easy
wide-open access to service
items including cooler and
condenser cleanout. Remote
oil-filter and filter-bank access,
remote swing-bearing grease
bank, generous fuel tank, and
500- and 5,000-hour engine
and hydraulic oil-service intervals
minimize downtime for routine
maintenance.
Where the rubber meets the road
Optional rubber track pads or
heavy-duty rubber belts let the
85 P-Tier set up and work on
paved surfaces and even cross
curbs without doing damage.
4 189
85 P-TIER EXC AVATOR
Work your way
Undercarriage options include rubber tracks or sealed and lubricated chain with rubber pads or steel semi-grousers from 18- to 24-inches wide. Numerous bucket options let you spec the excavator for the way you work.
Connected machines
The 85 P-Tier Excavator arrives JDLink™ ready and connectivity capable. Via a simple dealer-installed hardware kit, you can analyze critical machine data, track utilization, review diagnostic alerts, and more from the John Deere Operations Center™. The Operations Center also enables John Deere
Connected Support™, which uses data from thousands of
connected machines to proactively address issues before they arise. Once you opt in, your dealer can remotely
monitor machine health, diagnose problems, and even
update machine software without a trip to the jobsite.* *Availability varies by region and product. Options not available in every country.
WIDE-OPEN ACCESS
EASES ROUTINE
MAINTENANCE
190
6 While general information, pictures, and descriptions are provided, some illustrations and text may include product options and accessories NOT AVAILABLE in all regions, and in some countries products and accessories may require modifications or additions to ensure compliance with the local regulations of those countries.
Engine 85 P-TIER
Manufacturer and Model Yanmar 4TNV98CT-WHBW
Non-Road Emission Standard EPA Final Tier 4/EU Stage IV Net Power (ISO 9249) 50.4 kW (67.6 hp) at 2,000 rpm
Cylinders 4
Displacement 3.3 L (202 cu. in.)
Aspiration Turbocharger
Off-Level Capacity 70% (35 deg.)
Cooling
Variable-speed fan; viscous clutch
Powertrain
2-speed propel with automatic shift
Maximum Travel Speed
Low 3.1 km/h (1.9 mph)
High 5.0 km/h (3.1 mph)
Drawbar Pull 6520 kgf (14,374 lb.)
Hydraulics
Open center, load sensing
Main Pumps 3 variable-displacement axial-piston pumps
Maximum Pump Flow 2 x 72 + 56 L/m (2 x 19 + 15 gpm)
Pilot Pump 1 gear
Maximum Rated Flow 20 L/m (5.3 gpm)
System Relief Pressure 4300 kPa (624 psi)
System Operating Pressure
Implement Circuits 28 000 kPa (4,061 psi)
Travel Circuits 31 600 kPa (4,583 psi)
Swing Circuits 26 100 kPa (3,785 psi)
Controls Pilot levers, short stroke, low effort; hydraulic pilot controls with shutoff lever Cylinders
Heat-treated, chrome-plated, polished cylinder rods; hardened steel (replaceable bushings) pivot pins Bore Rod Diameter Stroke
Boom (1) 115 mm (4.5 in.) 70 mm (2.8 in.) 915 mm (36.0 in.) Arm (1) 95 mm (3.7 in.) 60 mm (2.4 in.) 900 mm (35.4 in.) Bucket (1) 85 mm (3.3 in.) 55 mm (2.2 in.) 730 mm (28.7 in.) Electrical
Batteries 2 x 12 volt
Battery Capacity 2 x 450 CCA
Alternator Rating 50 amp
Work Lights 2 LED: 1 mounted on boom and 1 mounted on frame Undercarriage
Rollers (each side)
Carrier 1
Track 5
Shoes (each side) 40
Track
Adjustment Hydraulic
Chain Sealed and lubricated
Swing Mechanism
Swing Speed 10.1 rpm
Swing Torque 16 600 Nm (12,244 lb.-ft.)
Boom Swing
Left 65 deg.
Right 55 deg.
85 P-TIER EXCAVATOR SPECIFICATIONS
191
While general information, pictures, and descriptions are provided, some illustrations and text may include product options and accessories NOT AVAILABLE in all regions, and in some countries products and accessories may require modifications or additions to ensure compliance with the local regulations of those countries.
Ground Pressure 85 P-TIER
450-mm (18 in.) Rubber Crawler Pads 39 kPa (5.7 psi)
Triple Semi-Grouser Shoes
450 mm (18 in.) 39 kPa (5.7 psi)
600 mm (24 in.) 30 kPa (4.4 psi)
Serviceability
Refill Capacities
Fuel Tank 125 L (33 gal.)
Cooling System 13.1 L (3.5 gal.)
Engine Oil With Filter 12.3 L (3.2 gal.)
Hydraulic Tank 52 L (14 gal.)
Hydraulic System 100 L (26 gal.)
Propel Gearbox (each) 1.2 L (1.3 qt.)
Operating Weights
With 75-kg (165 lb.) Operator, Oil, Water, Full Fuel Tank, 3.67-m (12 ft. 0 in.) Boom, and 2.12-m (6 ft. 11 in.) Arm With 450-mm (18 in.) Track (steel track shoes
with vulcanized rubber pads bonded to top
of shoes)
8820 kg (19,445 lb.)
With Angle Blade 9168 kg (20,212 lb.)
With 600-mm (24 in.) Steel Track 8994 kg (19,828 lb.)
With 450-mm (18 in.) Rubber Crawler Pads 8858 kg (19,529 lb.) With Angle Blade 9206 kg (20,296 lb.)
With 450-mm (18 in.) Continuous Rubber Belt 8726 kg (19,238 lb.) Optional Components
Undercarriage (with the following)
450-mm (18 in.) Rubber Crawler Pads 2912 kg (6,420 lb.) 450-mm (18 in.) Continuous Rubber Belt 2884 kg (6,358 lb.) Triple Semi-Grouser Shoes
450 mm (18 in.) 2874 kg (6,336 lb.)
600 mm (24 in.) 3048 kg (6,720 lb.)
1-Piece Boom (with arm cylinder) 443 kg (977 lb.)
2.12-m (6 ft. 11 in.) Arm With Bucket Cylinder
and Linkage
282 kg (622 lb.)
Boom Lift Cylinder 109 kg (196 lb.)
0.49-m3
(0.64 cu. yd.), 1219-mm (48 in.)
Ditching Bucket
330 kg (728 lb.)
Counterweight, Standard 1408 kg (3,104 lb.)
Operating Dimensions
Arm Length 2.12 m (6 ft. 11 in.)
Arm Digging Force (ISO) 35.3 kN (7,936 lb.)
Bucket Digging Force (ISO) 59.0 kN (13,264 lb.)
A Maximum Reach 7.56 m (24 ft. 10 in.)
B Maximum Digging Depth 4.53 m (14 ft. 10 in.)
C Maximum Cutting Height 7.19 m (23 ft. 7 in.)
D Maximum Dumping Height 5.12 m (16 ft. 10 in.)
E Minimum Swing Radius 2.68 m (8 ft. 10 in.)
F Tail-Swing Radius 1.59 m (5 ft. 3 in.) D
C
GROUND LINE
B
CENTERLINE OF SWING
E
F
A
85 P-TIER EXCAVATOR SPECIFICATIONS
192
While general information, pictures, and descriptions are provided, some illustrations and text may include product options and accessories NOT AVAILABLE in all regions, and in some countries products and accessories may require modifications or additions to ensure compliance with the local regulations of those countries. 85 P-TIER
Machine Dimensions 85 P-TIER
Arm Length 2.12 m (6 ft. 11 in.)
A Overall Length 6.79 m (22 ft. 3 in.)
B Overall Height in Transport Position 2.52 m (8 ft. 3 in.) C Undercarriage Width
With 450-mm (18 in.) Track 2.20 m (7 ft. 3 in.)
With 600-mm (24 in.) Steel Track 2.47 m (8 ft. 1 in.)
D Rear-End Length/Swing Radius 1.59 m (5 ft. 3 in.)
E Distance Between Idler/Sprocket Centerline 2.30 m (7 ft. 6 in.) F Undercarriage Length 2.90 m (9 ft. 6 in.)
G Counterweight Clearance 0.72 m (28 in.)
H Cab Height 2.52 m (8 ft. 3 in.)
I Ground Clearance 360 mm (14 in.)
J Upperstructure Width 2.26 m (7 ft. 5 in.)
K Gauge Width 1.75 m (5 ft. 9 in.)
L Blade Lift Height 450 mm (18 in.)
Blade Height 472 mm (19 in.)
Blade Width
With 450-mm (18 in.) Track 2200 mm (7 ft. 3 in.)
With 600-mm (24 in.) Steel Track 2200 mm (7 ft. 3 in.)
M Blade Cut Below Grade 410 mm (16 in.)
N Blade Lift Angle 26 deg.
O Track Width
With 450-mm (18 in.) Track 0.45 m (18 in.)
With 600-mm (24 in.) Steel Track 0.60 m (24 in.)
Lift Capacities
Boldface type indicates hydraulically limited capacities; lightface type indicates stability-limited capacities, in kg (lb.). Ratings are at bucket lift hook, using standard counterweight, situated on firm, level, uniform supporting surface. Total load includes weight of cables, hook, etc. Figures do not exceed 87% of hydraulic capacity or 75% of weight needed to tip machine. All lift capacities are based on ISO 10567.
HORIZONTAL DISTANCE FROM CENTERLINE OF ROTATION
1.5 m (5 ft.) 3.0 m (10 ft.) 4.5 m (15 ft.) 6.0 m (20 ft.) LOAD POINT HEIGHT Over Front Over Side Over Front Over Side Over Front Over Side Over Front Over Side With 3.67-m (12 ft. 0 in.) boom, 2.12-m (6 ft. 11 in.) arm, and 450-mm (18 in.) steel track, with blade on ground, without bucket
4.5 m (15 ft.) 1900
(4,188)
1703
(3,754)
3.0 m (10 ft.) 2200
(4,849)
1642
(3,621)
1974
(4,352)
1037
(2,287)
1.5 m (5 ft.) 4493
(9,906)
2687
(5,924)
2806
(6,187)
1525
(3,362)
2125
(4,684)
1000
(2,205)
Ground Line 3309
(7,296)
2505
(5,522)
3207
(7,071)
1430
(3,152)
2210
(4,872)
964
(2,125)
–1.5 m (–5 ft.) 3119
(6,875)
3119
(6,875)
5111
(11,267)
2505
(5,515)
3047
(6,717)
1402
(3,090)
–3.0 m (–10 ft.) 3253
(7,171)
2587
(5,704)
With 3.67-m (12 ft. 0 in.) boom, 2.12-m (6 ft. 11 in.) arm, and 450-mm (18 in.) track with rubber crawler pad (steel track shoes with vulcanized rubber pads bonded to top of shoes), with blade on ground, without bucket
4.5 m (15 ft.) 1901
(4,190)
1710
(3,769)
3.0 m (10 ft.) 2208
(4,868)
1647
(3,630)
1977
(4,358)
1042
(2,297)
1.5 m (5 ft.) 4224
(9,313)
2688
(5,926)
2825
(6,228)
1528
(3,369)
2130
(4,696)
1004
(2,213)
Ground Line 3359
(7,405)
2515
(5,545)
3212
(7,081)
1435
(3,164)
2208
(4,868)
968
(2,134)
–1.5 m (–5 ft.) 3187
(7,027)
3187
(7,027)
5074
(11,186)
2515
(5,545)
3030
(6,680)
1409
(3,107)
–3.0 m (–10 ft.) 3159
(6,965)
2605
(5,742)
With 3.67-m (12 ft. 0 in.) boom, 2.12-m (6 ft. 11 in.) arm, and 600-mm (24 in.) steel track, with blade on ground, without bucket
4.5 m (15 ft.) 1900
(4,188)
1736
(3,827)
3.0 m (10 ft.) 2200
(4,849)
1676
(3,694)
1974
(4,352)
1061
(2,339)
1.5 m (5 ft.) 4493
(9,906)
2744
(6,049)
2806
(6,187)
1558
(3,435)
2125
(4,684)
1024
(2,257)
Ground Line 3309
(7,296)
2561
(5,647)
3207
(7,071)
1463
(3,225)
2210
(4,872)
987
(2,176)
–1.5 m (–5 ft.) 3119
(6,875)
3119
(6,875)
5111
(11,267)
2559
(5,641)
3047
(6,717)
1435
(3,163)
–3.0 m (–10 ft.) 3253
(7,171)
2644
(5,830)
8 B
D
G
E
F
A
L
M
N
J
H
O
I
K
C
193
While general information, pictures, and descriptions are provided, some illustrations and text may include product options and accessories NOT AVAILABLE in all regions, and in some countries products and accessories may require modifications or additions to ensure compliance with the local regulations of those countries. 85 P-TIER
Lift Capacities (continued) 85 P-TIER
Boldface type indicates hydraulically limited capacities; lightface type indicates stability-limited capacities, in kg (lb.). Ratings are at bucket lift hook, using standard counterweight, situated on firm, level, uniform supporting surface. Total load includes weight of cables, hook, etc. Figures do not exceed 87% of hydraulic capacity or 75% of weight needed to tip machine. All lift capacities are based on ISO 10567.
HORIZONTAL DISTANCE FROM CENTERLINE OF ROTATION
1.5 m (5 ft.) 3.0 m (10 ft.) 4.5 m (15 ft.) 6.0 m (20 ft.) LOAD POINT HEIGHT Over Front Over Side Over Front Over Side Over Front Over Side Over Front Over Side With 3.67-m (12 ft. 0 in.) boom, 2.12-m (6 ft. 11 in.) arm, and 450-mm (18 in.) steel track, with blade on ground and additional counterweight, without bucket
4.5 m (15 ft.) 1900
(4,188)
1900
(4,188)
3.0 m (10 ft.) 2200
(4,849)
1863
(4,108)
1974
(4,352)
1193
(2,631)
1.5 m (5 ft.) 4493
(9,906)
3067
(6,761)
2806
(6,187)
1746
(3,849)
2125
(4,684)
1156
(2,549)
Ground Line 3309
(7,296)
2884
(6,359)
3207
(7,071)
1651
(3,639)
2210
(4,872)
1119
(2,468)
–1.5 m (–5 ft.) 3119
(6,875)
3119
(6,875)
5111
(11,267)
2882
(6,353)
3047
(6,717)
1623
(3,578)
–3.0 m (–10 ft.) 3253
(7,171)
2967
(6,542)
With 3.67-m (12 ft. 0 in.) boom, 2.12-m (6 ft. 11 in.) arm, and 450-mm (18 in.) track with rubber crawler pad (steel track shoes with vulcanized rubber pads bonded to top of shoes), with blade on ground and additional counterweight, without bucket
4.5 m (15 ft.) 1901
(4,190)
1901
(4,190)
3.0 m (10 ft.) 2216
(4,886)
1867
(4,117)
1977
(4,358)
1198
(2,640)
1.5 m (5 ft.) 4224
(9,313)
3068
(6,763)
2825
(6,228)
1749
(3,856)
2130
(4,696)
1160
(2,557)
Ground Line 3359
(7,405)
2895
(6,382)
3212
(7,081)
1656
(3,651)
2208
(4,868)
1124
(2,478)
–1.5 m (–5 ft.) 3187
(7,027)
3187
(7,027)
5074
(11,186)
2895
(6,382)
3030
(6,680)
1630
(3,594)
–3.0 m (–10 ft.) 3159
(6,965)
2984
(6,579)
With 3.67-m (12 ft. 0 in.) boom, 2.12-m (6 ft. 11 in.) arm, and 600-mm (24 in.) steel track, with blade on ground and additional counterweight, without bucket
4.5 m (15 ft.) 1900
(4,188)
1900
(4,188)
3.0 m (10 ft.) 2200
(4,849)
1897
(4,181)
1974
(4,352)
1217
(2,682)
1.5 m (5 ft.) 4493
(9,906)
3123
(6,886)
2806
(6,187)
1779
(3,922)
2125
(4,684)
1179
(2,600)
Ground Line 3309
(7,296)
2941
(6,484)
3207
(7,071)
1684
(3,712)
2210
(4,872)
1143
(2,520)
–1.5 m (–5 ft.) 3119
(6,875)
3119
(6,875)
5111
(11,267)
2938
(6,478)
3047
(6,717)
1656
(3,650)
–3.0 m (–10 ft.) 3253
(7,171)
3024
(6,667)
Buckets
A full line of buckets is offered to meet a wide variety of applications. Replaceable cutting edges are available through John Deere Parts. Optional side cutters add 150 mm (6 in.) to bucket widths.
Type Bucket Bucket Width Bucket Capacity Bucket Weight
Bucket Dig
Force (ISO)
Arm Dig Force (ISO)
2.12 m (6 ft. 11 in.) Bucket Tip Radius
Number
of Teeth
mm in. m3
cu. yd. kg lb. kN lb. kN lb. mm in.
Heavy Duty 610 24 0.31 0.40 287 633 58 13,039 35 7,868 1087 42.80 5 762 30 0.41 0.53 333 735 58 13,039 35 7,868 1087 42.80 6 914 36 0.50 0.66 380 837 58 13,039 35 7,868 1087 42.80 7 Ditching 1219 48 0.49 0.64 330 727 69 15,512 37 8,318 907 35.69 0 194
10 1.0
(1.25)
0.6 (0.75)
lb./cu. yd. 2,000 2,200 2,600 3,200
kg/m3 BUCKET SIZE m (cu. yd.)
3 1,600 3,400
0.2 (0.25)
0.4 (0.50)
0.8 (1.00)
1.2 (1.50)
1,200 1,400 1,800 2,400 2,800 3,000 3,600 Wet Peat Topsoil Coal Caliche Shale Dry Sand Dry Clay Limestone Wet Earth Wet Clay, Granite Moist Sand Wet Sand Wet Sand, Gravel 1300
Contact your John Deere dealer for optimum bucket and attachment selections. These recommendations are for general conditions and average use. Does not include optional equipment such as thumbs or couplers. Larger buckets may be possible when using light materials, for flat and level operations, less compacted materials, and volume loading applications such as mass-excavation applications in ideal conditions. Smaller buckets are recommended for adverse conditions such as off-level applications, rocks, and uneven surfaces. Bucket capacity indicated is SAE heaped. *
700 800 900 1000 1100 1200 1400 1500 1600 1700 1800 1900 2000 2100 Deere 2.12-m (6 ft. 11 in.) Arm
Bucket Selection Guide* 85 P-TIER
While general information, pictures, and descriptions are provided, some illustrations and text may include product options and accessories NOT AVAILABLE in all regions, and in some countries products and accessories may require modifications or additions to ensure compliance with the local regulations of those countries. 85 P-TIER
195
While general information, pictures, and descriptions are provided, some illustrations and text may include product options and accessories NOT AVAILABLE in all regions, and in some countries products and accessories may require modifications or additions to ensure compliance with the local regulations of those countries.
Net engine power is with standard equipment including air cleaner, exhaust system, alternator, and cooling fan at test conditions specified per ISO 9249.
No derating is required up to 3050-m (10,000 ft.) altitude. Specifications and design subject to change without notice. Wherever applicable, specifications are in accordance with SAE standards. Except where otherwise noted, these specifications are based on a unit with standard equipment; 0.28-m3 (0.37 cu. yd.),
750-mm (30 in.), 211-kg (465 lb.) bucket; 2.12-m (6 ft. 11 in.) arm; 1408-kg (3,104 lb.) counterweight; full fuel tank; and 75-kg (165 lb.) operator.
Additional equipment
85 P Engine
l Auto-idle system
l Batteries (2 – 12 volt)
l Coolant recovery tank
l Single-element air filter
l Electronic engine control
l Enclosed fan guard (conforms to
SAE J1308)
l Engine coolant to –37 deg. C
(–34 deg. F)
l Fuel filter with water separator
l Full-flow oil filter
l Radiator and oil cooler with dustprotective net
l Glow-plug start aid
l 500-hour engine oil-change interval
l 70% (35 deg.) off-level capacity
l Isolation mounted
Hydraulic System
l Reduced-drift valve for boom down,
arm in
l Auxiliary hydraulic valve section
l Spring-applied, hydraulically released
automatic swing brake
l 5,000-hour hydraulic oil-change
interval
l Auxiliary hydraulics with selector valve
l Control pattern-change valve
s Hydraulic filter restriction indicator kit
Undercarriage
l Planetary drive with axial piston motors
l Propel motor shields
l Spring-applied, hydraulically released
automatic propel brake
l 2-speed propel with automatic shift
l Upper carrier roller (1)
l Sealed and lubricated track chain
l Undercarriage with blade
s Triple semi-grouser shoes, 600 mm
(24 in.)
s Rubber crawler pads, 450 mm (18 in.)
s Rubber belt, continuous, 450 mm
(18 in.)
l 2-way backfill blade
s 4-way angle blade with float
85 P Upperstructure
l Counterweight, 1408 kg (3,104 lb.)
l Right- and left-hand mirrors
l Vandal locks with ignition key: Cab door /
Engine hood / Fuel cap / Service doors
l Remote-mounted fuel filters
Front Attachments*
l Centralized lubrication system
l Dirt seals on all bucket pins
l Oil-impregnated bushings
l Reinforced resin thrust plates
l Tungsten carbide thermal coating on
arm-to-bucket joint
l Arm, 2.12 m (6 ft. 11 in.)
s Attachment quick-couplers
s Buckets: Ditching / Heavy duty /
Heavy-duty high capacity / Side cutters
and teeth
l Thumb bracket
l Attachment modes and adjustment in
main monitor
Operator’s Station
l Meets ISO 12117-2 for ROPS
l Adjustable independent control
positions (seat-to-pedals)
l AM/FM radio
l Auto climate control/air conditioner
with heater and pressurizer
l Built-in operator’s manual storage
compartment and manual
l Cell-phone power outlet, 12 volt,
60 watt, 5 amp
l Coat hook
l Deluxe cloth, heated, air-suspension
seat with adjustable armrests
l Floor mat
l Front windshield wiper with intermittent speeds
l Gauges (illuminated): Engine coolant /
Fuel
l Horn, electric
l Hour meter, electric
l Cell-phone holder, USB port, and
Bluetooth® calling and audio
l Hydraulic shutoff lever, all controls
85 P Operator’s Station (continued)
l Hydraulic warm-up control
l Interior light
l Large cup holder
l Machine Information Center (MIC)
l Mode selectors (illuminated): Power
modes (2) / Travel modes (2 with
automatic shift) / Work mode (1)
l Multifunction, color LCD monitor
with: Diagnostic capability / Multiplelanguage capabilities / Maintenance tracking / Clock / System monitoring
with alarm features: Auto-idle indicator,
engine air cleaner restriction indicator
light, engine check, engine coolant
temperature indicator light with audible
alarm, engine oil pressure indicator light
with audible alarm, low-alternatorcharge indicator light, low-fuel indicator light, fault-code alert indicator, fuelrate display, wiper-mode indicator, work-lights-on indicator, and workmode indicator
l Motion alarm with cancel switch
(conforms to SAE J994)
l Auxiliary hydraulic control switches in
right console lever
l SAE 2-lever control pattern
l Seat belt, 51 mm (2 in.), retractable
l Tinted glass
l Transparent tinted overhead window
l Hot/cold beverage compartment
s Seat belt, 76 mm (3 in.), non-retractable
s Protection screens for cab front, rear,
and side
Electrical
l 50-amp alternator
l Blade-type multi-fused circuits
l Positive-terminal battery covers
l Right rear left 270-deg. camera system
with LED surround lighting
Lights
l Work lights: LED / 1 mounted on boom /
1 mounted on frame
Key: l Standard s Optional or special
See your John Deere dealer for further information.
196
ME85PAU (23-08)
197
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199
200
201
202
203
Date: 04 June 2024 Offer Expires: 02 September 2024
Confidential
Quote Id: 31095116
Prepared For:
TOWN OF PARADISE
Prepared By: LARA RUBEN
Pape Machinery, Inc.
2850 El Centro Road
Sacramento, CA 95833
Tel: 916-922-7181
Fax: 916-922-4532
Email: [email protected]
204
Salesperson : X ______________ Accepted By : X ______________ Confidential
Quote Summary
Prepared For:
TOWN OF PARADISE
5555 SKYWAY
PARADISE, CA 95969
Prepared By:
LARA RUBEN
Pape Machinery, Inc.
2850 El Centro Road
Sacramento, CA 95833
Phone: 916-922-7181
[email protected]
This sale is subject to Papé’s Terms and Conditions of Sale effective on the date hereof, which are incorporated in full by this reference. The Terms and Conditions of Sale are available at www. pape.com/terms , and will also be sent by mail or e-mail to the purchaser upon request.
Quote Id: 31095116
04 June 2024
24 July 2024
Created On:
Last Modified On:
Expiration Date: 02 September 2024
Equipment Summary Selling Price Qty Extended
TRAIL KING TKT24LP $ 49,641.73 X 1 = $ 49,641.73
Equipment Total $ 49,641.73
Quote Summary
Equipment Total $ 49,641.73
CA Tire $ 14.00
SubTotal $ 49,655.73
Sales Tax - (7.75%) $ 3,847.23
Total $ 53,502.96
Down Payment (0.00)
Rental Applied (0.00)
Balance Due $ 53,502.96
205
Selling Equipment
Quote Id: 31095116 Customer: TOWN OF PARADISE
Confidential
TRAIL KING TKT24LP
Hours: 0
Stock Number:
Code Description Qty
11329 **TKT24LP Tilt Trailer; 24,000 lbs.
capacity
1 206
Notice: When operated in California, any off-road diesel vehicle may be subject to the California Air Resources Board In-Use Offroad Diesel Vehicle Regulation. It therefore could be subject to retrofit or accelerated turnover requirements to reduce emissions of air pollutants. For more information, please visit the California Air Resources Board website at:
http://www.arb.ca.gov/msprog/ordiesel/ordiesel.htm.
207
Date: 03 June 2024 Offer Expires: 02 September 2024
Confidential
Quote Id: 31084026
Prepared For:
TOWN OF PARADISE
Prepared By: LARA RUBEN
Pape Machinery, Inc.
2850 El Centro Road
Sacramento, CA 95833
Tel: 916-922-7181
Fax: 916-922-4532
Email: [email protected]
208
Salesperson : X ______________ Accepted By : X ______________ Confidential
Quote Summary
Prepared For:
TOWN OF PARADISE
5555 SKYWAY
PARADISE, CA 95969
Prepared By:
LARA RUBEN
Pape Machinery, Inc.
2850 El Centro Road
Sacramento, CA 95833
Phone: 916-922-7181
[email protected]
This sale is subject to Papé’s Terms and Conditions of Sale effective on the date hereof, which are incorporated in full by this reference. The Terms and Conditions of Sale are available at www. pape.com/terms , and will also be sent by mail or e-mail to the purchaser upon request.
Quote Id: 31084026
03 June 2024
24 July 2024
Created On:
Last Modified On:
Expiration Date: 02 September 2024
Equipment Summary Selling Price Qty Extended
JOHN DEERE 85 P-Tier Excavator $ 155,611.17 X 1 = $ 155,611.17 *85P (8230FF) - Prepaid JD Protect -
Papé+ **Parts Only** (Const) - 0 to
2000hrs [J000001--]
Sub Total $ 155,611.17
FAE BL1/EX-75 Mulch Head $ 26,853.66 X 1 = $ 26,853.66
Equipment Total $ 182,464.83
Quote Summary
*Travel Included Equipment Total $ 182,464.83
SubTotal $ 182,464.83
Sales Tax - (7.75%) $ 14,141.02
Total $ 196,605.85
Down Payment (0.00)
Rental Applied (0.00)
Balance Due $ 196,605.85
209
Selling Equipment
Quote Id: 31084026 Customer: TOWN OF PARADISE
Confidential
JOHN DEERE 85 P-Tier Excavator
Hours:
Stock Number:
Code Description Qty
8230FF 85 P EXCAVATOR BASE MACHINE 1
Standard Options - Per Unit
0202 Destination Code - United States 1
0259 English Customer Delivery Packet 1
0402 Configuration 2 1
Dealer Attachments
BYT13647 Front Window Guard, Polycarbonate 1
- New PSM QC,HPG 1
- New PSM BKT,24"HD DIG W/PINS 1
8P3-BHD-12 New PSM BKT,12"HD DIG W/PINS 1
HKX Hydraulic Kit 1
FAE BL1/EX-75 Mulch Head
Equipment Notes:
Hours: 0
Stock Number:
Code Description Qty
013223075 BL1/EX-075 VT Universal mulcher for
excavator
1 210
Notice: When operated in California, any off-road diesel vehicle may be subject to the California Air Resources Board In-Use Offroad Diesel Vehicle Regulation. It therefore could be subject to retrofit or accelerated turnover requirements to reduce emissions of air pollutants. For more information, please visit the California Air Resources Board website at:
http://www.arb.ca.gov/msprog/ordiesel/ordiesel.htm.
211
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