Roseville City Council
August 6, 2025

City Council Chambers, 311 Vernon Street roseville.ca.us The City of Roseville welcomes your participation.

Meeting Schedule: Regular meetings of the City Council are held on the first and third Wednesday of each month at 6:00 p.m.

Two Public Comment Periods for Non-Agenda Items: A total of twenty-five (25) minutes is allotted for public comments. At the beginning and end of the meeting, each speaker has three (3) minutes to address the Mayor/Chair on issues that are not listed on the agenda and are within the City’s jurisdiction. Please submit a yellow speaker card to the City Clerk before the item is heard if you wish to make a comment. You will still have an opportunity to comment if you haven’t filled out a yellow speaker card.

Brown Act: The City Council cannot discuss or act on items not listed on the agenda. Public Comment on Agenda Items: Each speaker has five (5) minutes to address items that are listed on the agenda.

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Krista Bernasconi, Mayor
Karen Alvord, Vice Mayor
Bruce Houdesheldt, Councilmember
Tracy Mendonsa, Councilmember
Pauline Roccucci, Councilmember
Dominick Casey, City Manager
Michelle Sheidenberger, City Attorney
Carmen Avalos, City Clerk
AGENDA
City Council Regular Meeting
August 6, 2025
6:00 PM
City Council Chambers, 311 Vernon Street
I. CALL TO ORDER
II. ROLL CALL
III. PLEDGE OF ALLEGIANCE
IV. MEETING PROCEDURES
V. PUBLIC COMMENTS
This is the first opportunity to make a public comment on non-agenda items.

VI. CONSENT CALENDAR

1. Transportation Fund Revenue - Budget Adjustment (PUBLIC WORKS DEPARTMENT -

TRANSPORTATION)
Summary: Staff recommends approval of a budget adjustment in the amount of $318,000, transferring funds collected from BBC Roseville Oaks, LLC developer-paid fees from the HP Campus Oaks Fund into the Transportation Fund. These funds will construct a future multi-use trail from the southern end of the existing Pleasant Grove Creek Trail continuing east through the open space south of the Hewlett Packard Campus Oaks property to connect to Foothills Boulevard.

CONTACT: Suzanne Engelke 916-746-1289 [email protected] The City Council will consider the recommendation to:
a. Adopt Ordinance No. 6971 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

2. Zero Emission Bus Depot Project (Phase 2 and 3) - Contract Purchase Agreement (PUBLIC

WORKS DEPARTMENT - FACILITIES)

Summary: Staff recommends approval of a contract purchase agreement with Vasko Electric Inc. in the amount of $1,401,991.58, plus 15% contingency, for the installation of Electrical Vehicle Charging Stations at the Zero Emissions Bus Depot (ZEBD) located at the Roseville Corporation Yard. Funding for the work is already allocated through the approved ZEBD project budget, with funding provided by the Federal Transit Administration Low-No Grant and Low Carbon Transit Operations Program Grant dollars. No General Fund resources are used for the Project.

CONTACT: Andre Baranov 916-774-5342 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-262 approving a contract purchase agreement, by and between the City of Roseville and Vasko Electric Inc., and authorizing the City Manager to execute it on behalf of the City of Roseville.

3. Zero Emission Bus Depot Phase 3 Project - Budget Adjustment (PUBLIC WORKS DEPARTMENT -

TRANSPORTATION)
Summary: Staff recommends approval of a budget adjustment to fund Phase 3 of the Roseville Transit Zero Emission Bus Depot Project. If approved, Phases 2 and 3 will be constructed concurrently. The estimated cost of Phase 3 is $600,000 and will be fully funded by the State’s Low Carbon Transit Operations Program. Both revenue and expenditure budgets in the Transit Fund will be increased accordingly. This adjustment will have no impact on the General Fund.

CONTACT: Zachary Presley 916-774-5365 [email protected] The City Council will consider the recommendation to:
a. Adopt Ordinance No. 6972 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

4. 316 Vernon Street Classroom to Conference and Training Room Conversion - Approval of New Capital Improvement Project and Budget Adjustment (PUBLIC WORKS DEPARTMENT -

FACILITIES)
Summary: Staff recommends approval of a new Capital Improvement Project and budget adjustment for the conversion of four (4) third floor Classrooms to Conference and Training Rooms at 316 Vernon Street. The 316 Vernon Street Conference Rooms Project is estimated to cost $135,000 and is funded by the General Fund Capital Reserve Fund.

CONTACT: Andre Baranov 916-774-5342 [email protected] The City Council will consider the recommendation to:
a. Approve a New Capital Improvement Project; and
b. Adopt Ordinance No. 6970 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

5. Community Facilities District No. 4 (Public Services) - De-annexation of Annexation No. 9 (1028 Main Street Subdivision) (FINANCE DEPARTMENT)
Summary: Staff recommends approval of the recordation of a Notice of Cessation of Special Tax for certain property within the City's Community Facilities District No. 4 (Public Services) (CFD 4).

The property owner requested to de-annex from CFD 4, with the agreement that any maintenance, repair and replacement of the landscaped area will be the responsibility of the property owner, including all future successors in title or owners of the subject property. On July 16, 2025, the City Council approved a Maintenance Agreement for the 1028 Main Street Subdivision, which allows the landscape area to be privately maintained in accordance with the terms of the agreement. There is no fiscal impact on the General Fund.

CONTACT: Jeannine Thrash 916-774-5473 [email protected] The City Council will consider the recommendation to:
a. Approve Resolution No. 25-259 approving the recordation of a Notice of Cessation of Special Tax for certain property within the City of Roseville Community Facilities District No. 4 (Public Services).

6. Western System Power Pool Agreement Collateral Annex (ELECTRIC DEPARTMENT - FINANCIAL & ADMINISTRATIVE)
Summary: Staff recommends approval of the Western Systems Power Pool (WSPP) Collateral Annex, including the Cover Sheet Elections, with Dynasty Power Inc. (“Dynasty”). The documents supplement the WSPP Agreement previously executed by the City and establish industrystandard credit and collateral provisions that would apply to any future wholesale physical power transactions with Dynasty under the WSPP framework. There is no cost associated with the execution of these documents.

CONTACT: Patrick Zanardelli 916-774-5673 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-263 approving the Western Systems Power Pool Collateral Annex and cover sheet elections, by and between the City of Roseville and Dynasty Power Inc., and authorizing the City Manager to execute them on behalf of the City of Roseville.

7. Emergency Operations Plan Update (FIRE DEPARTMENT)
Summary: Staff recommends Council adopt the 2025 updated City of Roseville Emergency Operations Plan (EOP). The EOP identifies operational strategies and plans for managing inherently complex and potentially catastrophic events. There is no fiscal impact associated with the adoption of this plan.

CONTACT: Matthew Lauchner 916-774-5807 [email protected]

The City Council will consider the recommendation to:
a. Adopt the 2025 City of Roseville Emergency Operations Plan.

8. Certified Unified Program Agency Settlements Project - Approval of New Capital Improvement Project and Budget Adjustment (FIRE DEPARTMENT)
Summary: Staff recommends approval of a New Capital Improvement Project, the Certified Unified Program Agency (CUPA) Settlements Project, and approval of a budget adjustment in the amount of $57,900, increasing revenue and expenditure budgets in the General Fund for the project. The Fire Department received $57,900 in settlement funds that are required to be used to support or improve the CUPA Program.

CONTACT: Michael Bradley 916-774-5400 [email protected] The City Council will consider the recommendation to:
a. Approve a New Capital Improvement Project; and
b. Adopt Ordinance No. 6973 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

9. 5100 Phillip Road Cell Tower - Standard Tower Attachment License Agreement (INFORMATION

TECHNOLOGY DEPARTMENT - STRATEGIC PLANNING)
Summary: Staff recommends approval of a cell tower standard tower license agreement with Sacramento-Valley limited partnership dba Verizon Wireless to co-locate on the City's current public safety radio communication site located at 5100 Phillip Road. The City will receive a onetime payment of $28,000, as well as $3,000 per month of lease revenue, into the General Fund.

CONTACT: Christian Barajas 916-774-5431 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-257 approving a standard tower attachment license agreement with Sacramento-Valley Limited Partnership dba Verizon Wireless and authorizing the City Manager to execute it on behalf of the City of Roseville.

10. American Public Power Association Board Meeting - Out-of-Country Travel Approval (ELECTRIC

DEPARTMENT - FINANCIAL & ADMINISTRATIVE)
Summary: Staff recommends approval of out-of-country travel for one Roseville Electric Utility Department staff member to attend the American Public Power Association Executive Committee and Board meetings in Montreal, Canada. Costs related to travel, airfare, lodging, and per diem are estimated to be $3,000. Funds are available in the Electric Department FY2025-26 budget in the Electric Fund.

CONTACT: Cara Moore 916-774-5636 [email protected]

The City Council will consider the recommendation to:
a. Approve an out-of-country travel request for one Roseville Electric Utility Department staff member to attend the American Public Power Association Executive Committee and Board Meetings in Montreal, Canada.

11. Rocky Ridge Road Landscape Improvement Project - Approval of Plans and Specifications and Authorize Staff to Call for Bids (PARKS, RECREATION, AND LIBRARIES DEPARTMENT - PARK

DEVELOPMENT)
Summary: Staff recommends approval of the plans and specifications for the Rocky Ridge Road Landscape Improvement Project and authorization to call for bids. The project scope includes new planting, irrigation and a dry creek bed. The project is estimated to cost $1,215,000 and is funded by the FY2022-23 General Fund year-end budget surplus, through the Rocky Ridge/Cirby Streetscape and Sunrise Greenway Improvements Capital Improvement Project.

CONTACT: Josh Cervantes 916-746-1233 [email protected] The City Council will consider the recommendation to:
a. Approve the plans and specifications for the Rocky Ridge Road Landscape Improvement Project and authorize staff to call for bids.

12. The Courts at Gibson Park Frontage Improvement Project - Reject all Bids, Approval of Revised Plans and Specifications, and Authorize Staff to Call for Bids (PARKS, RECREATION, AND

LIBRARIES DEPARTMENT - PARK DEVELOPMENT)
Summary: Staff recommends Council reject all bids, approve the revised plans and specifications for the Gibson Park Frontage Improvement Project and authorize staff to call for new bids. The project is estimated to cost $500,000 and will be funded by the Citywide Park Fund through The Courts at Gibson Park Frontage Capital Improvement Project budget. Additional funds were allocated from the General Fund using the FY2023-24 year-end budget surplus.

CONTACT: Josh Cervantes 916-746-1233 [email protected] The City Council will consider the recommendation to:
a. Approve the revised plans and specifications, and authorize staff to call for new bids; and b. Adopt Resolution No. 25-269 rejecting all bids for The Courts at Gibson Park Frontage Improvement Project.

13. Employee Engagement Survey - Sole Source Contract Purchase Agreement (PUBLIC AFFAIRS

AND COMMUNICATIONS DEPARTMENT)
Summary: Staff recommends approval of a sole-source contract purchase agreement with Gallup, Inc. in the amount of $164,070 to provide the implementation over the next three years for the employee engagement survey. The implementation process each year includes questionnaire creation, communication planning, survey administration with participation

monitoring and reporting, and staff webinars and leadership debriefing. In 2025, the City partnered with Gallup, Inc. to administer an employee engagement survey using Gallup's validated and proprietary Q12 survey tool. Continuing with Gallup ensures year-over-year consistency in data collection, benchmarking and analysis, which is critical for accurate trend tracking and action planning. City staff actively utilize Gallup's exclusive Gallup Access platform to analyze department and team survey results, track engagement metrics and develop department-specific action plans. Funding is included in the FY2025-26 City Manager's Office budget in the General Fund. The agreement reflects the Year 1 cost of $53,440, Year 2 cost of $54,690 and Year 3 cost of $55,940. Funding for Years 2 and 3 will be included in the proposed FY2026-27 and FY2027-28 City Manager's Office budgets in the General Fund.

CONTACT: Kate Rebello 916-774-5945 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-255 approving a contract purchase agreement, by and between the City of Roseville and Gallup, Inc., and authorizing the City Manager to execute it on behalf of the City of Roseville.

14. Sierra Vista Village FD-08 Phase 1 - Notice of Completion (DEVELOPMENT SERVICES

DEPARTMENT - ENGINEERING DIVISION)
Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista FD-08 Phase 1. The Engineering Division has made final inspection of the project and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CONTACT: Matt Shields 916-223-7109 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-256 accepting the public work known as Sierra Vista Village FD-08 Phase 1 project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said notice on behalf of the City of Roseville, therefore, and accepting all dedications offered on the recorded map of the subdivision.

15. Sierra Vista Village FD-08 Phase 2 - Notice of Completion (DEVELOPMENT SERVICES

DEPARTMENT - ENGINEERING DIVISION)
Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista FD-08 Phase 2. The Engineering Division has made final inspection of the project and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CONTACT: Matt Shields 916-223-7109 [email protected]

The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-258 accepting the public work known as Sierra Vista Village FD-08 Phase 2 project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said notice on behalf of the City of Roseville, therefore, and accepting all dedications offered on the recorded map of the subdivision.

16. Sierra Vista Community Facilities District Phase 12A Project - Notice of Completion (DEVELOPMENT SERVICES DEPARTMENT - ENGINEERING DIVISION) Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista Community Facilities District Phase 12A Project. The Engineering Division has made final inspection of the project and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CONTACT: Matt Shields 916-223-7109 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-260 accepting the public work known as Sierra Vista Community Facilities District Phase 12A Project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said notice on behalf of the City of Roseville, therefore, and accepting a portion of the dedications offered on the recorded final map Sierra Vista - Federico - Large Lot Subdivision.

17. Sierra Vista Village KT4 - Notice of Completion (DEVELOPMENT SERVICES DEPARTMENT -

BUILDING INSPECTION DIVISION)
Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista Village KT4 project. The Engineering Division has made final inspection of the project and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CONTACT: Ignacio Vizcarra 916-774-5578 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-264 accepting the public work known as Sierra Vista Village KT4 project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said notice on behalf of the City of Roseville, therefore, and accepting all dedications offered on the recorded map of the subdivision.

18. Sierra Vista Village KT5B - Notice of Completion (DEVELOPMENT SERVICES DEPARTMENT -

ENGINEERING DIVISION)
Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista Village KT5B project. The Engineering Division has made final inspection of the project and has found

the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CONTACT: Ignacio Vizcarra 916-774-5578 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-265 accepting the public work known as Sierra Vista Village KT5B project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said notice on behalf of the City of Roseville, therefore, and accepting all dedications offered on the recorded map of the subdivision.

19. Sierra Vista Village KT2B - Notice of Completion (DEVELOPMENT SERVICES DEPARTMENT -

ENGINEERING DIVISION)
Summary: Staff recommends approval of the Notice of Completion for the Sierra Vista Village KT2B. The Engineering Division has made final inspection of the project and has found the roadway infrastructure work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CONTACT: Ignacio Vizcarra 916-774-5578 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-266 accepting the public work known as Sierra Vista Village KT2B project, approving the "Notice of Completion", and authorizing and directing the City Engineer to execute said notice on behalf of the City of Roseville, therefore, and accepting all dedications offered on the recorded map of the subdivision.

20. Sutter Roseville Medical Center Neighborhood Policing - Grant Agreement Amendment and Budget Adjustment (POLICE DEPARTMENT)
Summary: Staff recommends approval of an amendment to the Sutter Roseville Medical Center (SRMC) Neighborhood Policing Grant Award to provide a dedicated beat that includes the SRMC campus, and approve a budget adjustment for the reduction of $539,383 to the project revenue and labor budget.

CONTACT: Mark Peinado 916-774-5021 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-270 approving a first amendment to neighborhood policing grant award agreement, by and between the City of Roseville and Sutter Valley Hospitals dba Sutter Roseville Medical Center, and authorizing the City Manager to execute it on behalf of the City of Roseville.

b. Adopt Ordinance No. 6978 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

21. Wastewater Collections Cured-in-Place Pipe Lining Equipment Project – Budget Adjustment (ENVIRONMENTAL UTILITIES DEPARTMENT - WASTEWATER)
Summary: Staff recommends approval of a budget adjustment for a $58,000 transfer from the Sewer Collection System Cured-in-Place Pipe (CIPP) Rehabilitation Project, which is funded by the Wastewater Rehabilitation Fund, to the Fleet Replacement Fund to fund the sales tax associated with the purchase of a new truck equipped with CIPP lining equipment. The new truck will allow Wastewater Collections staff to perform trenchless repair and rehabilitation work on existing sewer mains.

CONTACT: Tracie Mueller 916-774-5688 [email protected] The City Council will consider the recommendation to:
a. Adopt Ordinance No. 6974 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

22. Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project – Construction Agreement and Budget Adjustment (ENVIRONMENTAL UTILITIES DEPARTMENT -

TECHNICAL SERVICES)
Summary: Staff recommends approval and award of a construction agreement with BCM Construction Company, Inc. in the amount of $10,141,361 for the Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project. The Project is being funded from available resources in the Wastewater Regional Rehabilitation Fund for the rehabilitation portion of the project (approximately 31%) and from the capital improvement project budget approved by the South Placer Wastewater Authority (SPWA) for the building expansion (approximately 69%). This item also requests approval of a budget adjustment to transfer $4,700,000 from the design project to the construction project in the Wastewater Regional Rehabilitation Fund.

CONTACT: Inderpreet Chaggar 916-774-5553 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-271 approving an agreement, by and between the City of Roseville and BCC Construction Company Inc., and authorizing the City Manager to execute it on behalf of the City of Roseville; and
b. Adopt Ordinance No. 6979 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

23. Dry Creek Wastewater Treatment Plant Primary Sedimentation Basin Rehabilitation Project – New Multi-Year Capital Improvement Project Approval and Budget Adjustment (ENVIRONMENTAL UTILITIES DEPARTMENT - WASTEWATER)

Summary: Staff recommends approval of a new multi-year capital improvement project entitled Dry Creek Wastewater Treatment Plant Primary Sedimentation Basin Rehabilitation Project and approval of a budget adjustment in the amount of $4,918,000 to restore and extend the service life of the Primary Sedimentation Basin at the Dry Creek Wastewater Treatment Plant. Funding is available in the Wastewater Regional Rehabilitation Fund.

CONTACT: Arashdeep Singh 916-618-1939 [email protected] The City Council will consider the recommendation to:
a. Approve the establishment of a New Multi-year Capital Improvement Project; and b. Adopt Ordinance No. 6975 authorizing certain amendments to the fiscal year 2025-26 budget and declaring this ordinance to be immediately effective as an appropriation measure.

24. Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project Construction Management Services – Professional Services Agreement (ENVIRONMENTAL

UTILITIES DEPARTMENT - TECHNICAL SERVICES)
Summary: Staff recommends approval and award of a professional services agreement to 4LEAF, Inc. in the amount of $964,520 for construction management services for the Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project. The Project is being funded from available resources in the Wastewater Regional Rehabilitation Fund for the rehabilitation portion of the project (approximately 31%) and from the capital improvement project budget approved by the South Placer Wastewater Authority (SPWA) for the building expansion (approximately 69%).

CONTACT: Inderpreet Chaggar 916-774-5553 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-267 approving a professional services agreement, by and between the City of Roseville and 4Leaf, inc., and authorizing the City Manager to execute it on behalf of the City of Roseville.

25. Second Reading - Roseville Municipal Code Updates - Electric Zero Emission Public Transit Time of Use Rate (ELECTRIC DEPARTMENT - FINANCIAL & ADMINISTRATIVE) Summary: Staff recommends approval of the second reading of an ordinance approving amendments to Section 14.24.055 of Chapter 14.24 of the Roseville Municipal Code.

CONTACT: Kerri Crosby 916-746-1263 [email protected] The City Council will consider the recommendation to:
a. Adopt Ordinance No. 6976 amending Section 14.24.055 of Chapter 14.24 of title 14 of the Roseville Municipal Code regarding outdoor, street lighting, traffic signal, and electric vehicle charging rates.

26. Second Reading - Roseville Municipal Code Update – Repeal of REACH Fund (CITY MANAGER

DEPARTMENT - DEPUTY CITY MANAGER )
Summary: Staff recommends approval of the second reading of an ordinance repealing Chapter

4.07, Roseville Employees Annual Charitable Hearts (“REACH”) Fund, and making conforming edits to remove reference to REACH in Section 2.18.030 of Chapter 2.18 of the Roseville Municipal Code, due to changes that have reduced the REACH Fund balance to zero.

CONTACT: Megan Scheid 916-774-5455 [email protected] The City Council will consider the recommendation to:
a. Adopt Ordinance No. 6977 amending Section 2.18.030 of Chapter 2.18 of Title 2 of the Roseville Municipal Code regarding Grants Advisory Commission responsibilities and repealing Chapter 4.07 of Title 4 of the Roseville Municipal Code regarding Roseville Employees Annual Charitable Hearts Fund.

27. Minutes of Prior Meetings (CITY CLERK DEPARTMENT)
Summary: Staff recommends approval of the minutes of the July 16, 2025 City Council Closed Session Meeting, and the July 16, 2025 City Council Meeting.

CONTACT: Melissa Lipp 9167745268 [email protected] The City Council will consider the recommendation to:
a. Approve the minutes of the July 16, 2025 City Council Closed Session Meeting, and the July 16, 2025 City Council Meeting.

END OF CONSENT CALENDAR
VII. PRESENTATIONS/REPORTS

28. Villages at Sierra Vista Community Facilities District No. 1 - Series 2025 Bond Issuance (FINANCE DEPARTMENT)
Summary: Staff recommends approval of the 2025 Bonds which are being issued at the developer's request, in an amount not to exceed $6,750,000, to (i) construct and acquire certain public facilities of benefit to the District, (ii) provide for a deposit to a debt service reserve account for the 2025 Bonds, (iii) and pay for costs of issuance of the 2025 Bonds. The maximum authorized indebtedness for the District is $310,000,000. The CFD will generate special taxes that will be paid by the property owners sufficient to pay the costs of the debt service, CFD administration, and any authorized pay-as-you-go reimbursements for public facilities, as well as provide funding in the future for maintenance/replacement of constructed facilities. The issuance of these bonds will not impact the City's General Fund.

CONTACT: Jeannine Thrash 916-774-5473 [email protected] The City Council will consider the recommendation to:

a. Adopt Resolution No. 25-268 authorizing the issuance of special tax bonds for and on behalf of the City of Roseville villages at Sierra Vista Community Facilities District No. 1 (public facilities), approving and directing the execution of Supplemental Agreement No. 5 to Fiscal Agent Agreement, approving the form of the Preliminary Official Statement, approving sales of such bonds pursuant to a Bond Purchase Agreement, and approving other related Documents and Actions.

29. City Council Chambers Renovation and Addition Project (RFQ 10-3421) – Contract Purchase Agreement (FINANCE DEPARTMENT - PURCHASING)
Summary: Staff recommends approval of a contract purchase agreement with Z Squared Builders Inc. dba Z Squared Construction, as the lowest responsive and responsible bidder for Request for Quotations No.10-3421 for the City Council Chambers Renovation and Addition Project in the amount of $1,977,820. Additionally, staff requests authorization for the City Manager or their designee to approve change order requests for this project, up to 15% ($296,673) as a construction contingency, for a grand total of $2,274,493. Funding is available in the Public Facilities Fund and the Cable TV Public, Educational and Governmental (PEG) Fund for this project.

CONTACT: Tiffany Valdez 916-746-1109 [email protected] The City Council will consider the recommendation to:
a. Adopt Resolution No. 25-261 approving a contract purchase agreement, by and between the City of Roseville and Z Squared Builders Inc. dba Z Squared Construction, and authorize the City Manager to execute it on behalf of the City of Roseville.

VIII. PUBLIC COMMENTS
This is the second opportunity to make a public comment on non-agenda items.

IX. STAFF/COUNCIL REPORTS
X. ADJOURNMENT

City Council
Communication
Meeting Date: 8/6/2025
Item #: VI.1
File #: 0721 & 0201-01
Item ID: 2025-406
Title: Transportation Fund Revenue - Budget Adjustment
Contact: Suzanne Engelke 916-746-1289 [email protected]

SUMMARY
Staff recommends approval of a budget adjustment in the amount of $318,000, transferring funds collected from BBC Roseville Oaks, LLC developer-paid fees from the HP Campus Oaks Fund into the Transportation Fund. These funds will construct a future multi-use trail from the southern end of the existing Pleasant Grove Creek Trail continuing east through the open space south of the Hewlett Packard Campus Oaks property to connect to Foothills Boulevard.

RECOMMENDATION
Staff recommends that City Council adopt an Ordinance for a $318,000 budget adjustment transferring funds collected from developer-paid fees into the Transportation Fund.

BACKGROUND
Developer-paid fees totaling $318,000 have been set aside in the HP Campus Oaks Fund to be used for the design and construction of a future Class I trail in the HP Campus Oaks development per the Fourth Amendment of the Development Agreement between the City of Roseville and BBC Roseville Oaks, LLC.

This budget adjustment will move these funds into the Transportation Fund for future trail construction use.

The intent of these funds is to construct a multi-use trail from the southern end of the existing Pleasant Grove Creek Trail continuing east through the open space south of the HP Campus Oaks property to connect to Foothills Boulevard.

FISCAL IMPACT
Future project funding will be provided by a combination of the Transportation Fund and the developerpaid fees collected from the Campus Oaks Master Plan. There is no fiscal impact to the General Fund.

ENVIRONMENTAL REVIEW
As part of the project, an Addendum to the original HP Master Plan Environmental Impact Report was prepared consistent with the California Environmental Quality Act (CEQA). This was based on the Initial Study’s findings that the proposed project is substantially consistent with the previously certified Hewlett Packard Master Plan EIR, certified by the City Council on June 5, 1996 (SCH#95112022). Because the proposed project meets the requirements identified in the State CEQA Guidelines Section 15183, no additional CEQA review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

2. Remain fiscally responsible in a changing world

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Suzanne Engelke, Associate Transportation Planner
Jason Shykowski, Public Works Director
ATTACHMENTS:

1. Ordinance 6971

2. HP Trail Description & Map
REVIEWERS:

Ed Scofield, Public Works Department - Transportation Created/Initiated - 6/24/2025 Ed Scofield, Public Works Department - Transportation Approved - 6/24/2025 Jason Shykowski, Public Works Department - All Approved - 6/24/2025 Gretchen Hakala, City Attorney Department Approved - 7/22/2025 Katrina Six, City Clerk Department Approved - 7/22/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 7/22/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/24/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/25/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/25/2025 Katrina Six, City Clerk Department Final Approval - 7/25/2025

ORDINANCE NO. 6971

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2025-26

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE
THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2025-26, is hereby amended as listed on the attached budget adjustment for the HP Campus Oaks multi-use trail project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

REQUEST FOR BUDGET ADJUSTMENT
Updated 07/03/2025
Please complete the cells highlighted in yellow.

REQUESTER NAME & TITLE: FISCALYEAR:

PREPARER NAME & TITLE: ORDINANCE:

DEPARTMENT/DIVISION:

EXPENDITURES/EXPENSES/TRANSFERS OUT
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
7432 5569 80701 318,000 Establish authority to reallocate bike trail funds from Fund HP Campus Oaks (7432) to Transportation (6520)
6520 6587 84001 500636 318,000 Establish budget for HP Campus Oaks Trail project EXPENDITURES/EXPENSES/TRANSFERSOUTTOTAL 636,000

REVENUES/TRANSFERS IN
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
6520 4790 10001 318,000 Establish revenue budget to reallocate bike trail funds from Fund 7432 to Fund 6520
REVENUES/TRANSFERSIN TOTAL 318,000
NET ADJUSTMENT 318,000

FUND BALANCE
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
7432 3601 00000 000000 (318,000) Decrease HP Campus Oaks Fund Balance 3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
FUND BALANCE TOTAL (318,000)
Justification for Budget Adjustment:

The Public Works Department is requesting this $318,000 budget adjustment to reallocate CFD bond proceeds from HP Campus Oaks Fund (7432) to Transportation Fund (6520) in order to establish HP Campus Oaks Trail Project 500636.

This adjustment will establish the necessary appropriation in the Transportation Fund (6520) move forward with the design and construction of the off-site bike improvements in accordance with the Development Agreement. The funding aligns with the City’s obligation under the Fourth Amendment to the Development Agreement between the Cityof Roseville and BBC Roseville Oaks, LLC, dated August 19, 2015.

The Fourth Amendment requires the Campus Oaks project to provide $318,000 for the design and construction of an off-site bike facility as part of the transportation improvements supporting the Roseville Master Plan.

Ed Scofield, Alt. Transportation Manager 2025-26
Kimberly Goulet, Administrative Technician
Public Works / Alternative Transportation

City Council
Communication
Meeting Date: 8/6/2025
Item #: VI.2
File #: 0721
Item ID: 2025-410
Title: Zero Emission Bus Depot Project (Phase 2 and 3) - Contract Purchase Agreement Contact: Andre Baranov 916-774-5342 [email protected]

SUMMARY
Staff recommends approval of a contract purchase agreement with Vasko Electric Inc. in the amount of $1,401,991.58, plus 15% contingency, for the installation of Electrical Vehicle Charging Stations at the Zero Emissions Bus Depot (ZEBD) located at the Roseville Corporation Yard. Funding for the work is already allocated through the approved ZEBD project budget, with funding provided by the Federal Transit Administration Low-No Grant and Low Carbon Transit Operations Program Grant dollars. No General Fund resources are used for the Project.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution approving a contract purchase agreement (3004813) with Vasko Electric Inc. for the ZEBD (Phase 2 and 3) project and authorize the City Manager to execute it on behalf of the City of Roseville.

Staff requests that the City Council authorize the City Manager or his designee to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed fifteen percent (15%) of the contract price.

BACKGROUND
The California Air Resources Board adopted the Innovative Clean Transit (ICT) rule in December 2018.

The ICT rule requires all public transit agencies to gradually transition to a 100 percent Zero-Emission Bus (ZEB) fleet. In consideration of the ICT, the City Council accepted the Roseville Transit Zero-Emission Business Plan on May 20, 2020. The ZEBD Project was identified in the ZEB Plan as a necessary step to accommodate the five electric buses approved for purchase by the City Council on August 4, 2021, and future electrification of the transit fleet.

The now-completed first phase of the ZEBD project was funded with Local Transportation Funds, Electric Funds, Air Quality Mitigation Funds, Low Carbon Transit Operations Program Grant monies, Placer County Air Pollution Control District Grant monies, and American Rescue Plan Act monies.

The ZEBD project replaced 45 light-duty vehicle parking spaces and adjacent lawn area with 30 bus stalls and 72 new light-duty parking spaces. As part of the ZEBD project, nine of the bus stalls and 10 light-duty parking stalls were provided with the project. This was the first phase of the overall ZEBD buildout, which is part of the larger public transit and fleet electrification effort.

In June 2025, Request for Proposals (RFP) No. 01-087 (which was a re-bid for the prior RFP No. 01-084) was published on Public Purchase, soliciting bids which included the scope of work for two upcoming phases of the transportation electrification effort: 1. The Base-Bid of the RFP covered the work for Phase 2

which includes 6 DC Fast Chargers with 21 points of charge and 16 Level 2 (standard) charging stations.

2. As an additional design alternate, and contingent on Council approval of the ZEBD Phase 3, the Add Alternate Bid Items requested in RFP No. 01-087 cover the scope of Phase 3 of the ZEBD which includes 2 additional DC Fast Chargers with 4 points of charge.

RFP No. 01-087 resulted in the proposed CPA which covers the ZEBD Phase 2 project, which is being funded by $1,827,398 of Federal Transit Administration (FTA) Low-No Grant dollars, with a local match requirement of $215,551 funded by a FY24 State of Good Repair (SGR) allocation. This CPA includes the work for Phase 2 as the Base Bid Items work included in RFP 01-087.

The proposed ZEBD Phase 3 is being funded by Low Carbon Transit Operations Program (LCTOP) Grant dollars. A $600,000 LCTOP allocation was provided in the approved FY2025-26 budget. This CPA also includes the work for Phase 3 as part of the RFP No. 01-087 Add Alternate Bid Items work.

FISCAL IMPACT
Funding for the work is already allocated through the approved ZEBD project budget. Funding for the projects comes from Federal Transit Administration (FTA) Low-No Grant and Low Carbon Transit Operations Program (LCTOP) Grants. No General Fund resources are used for the Project.

ENVIRONMENTAL REVIEW
The proposed project involves the minor alteration of an existing facility and condition of the land. It also involves the construction of a limited number of small facilities. This project qualifies as a Class 1, Class 3 and Class 4 Exemptions as described in Section 15301, 15303 and 15304 of the California Environmental Quality Act (CEQA). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth

6. Deliver exceptional City services
Respectfully Submitted,
Andre Baranov, Project Supervisor
Jason Shykowski, Public Works Director
ATTACHMENTS:

1. Resolution 25-262

2. Contract Purchase Agreement

3. Plans

4. Notice of Exemption
REVIEWERS:

Rebecca McCoy, Public Works Department - Facilities Created/Initiated - 7/16/2025
James Kremko, Public Works Department - Facilities Approved - 7/17/2025 Jason Shykowski, Public Works Department - Engineering - Traffic Approved - 7/17/2025

Engineering
Gretchen Hakala, City Attorney Department Approved - 7/24/2025 Katrina Six, City Clerk Department Approved - 7/24/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 7/24/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/24/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/25/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/25/2025 Katrina Six, City Clerk Department Final Approval - 7/25/2025

RESOLUTION NO. 25-262

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND VASKO ELECTRIC INC., AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE WHEREAS, a contract purchase agreement (3004813) for the Zero Emission Bus Depot (Phase 2 and 3) project, by and between the City of Roseville and Vasko Electric Inc., has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed fifteen percent (15%) of the contract price.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

PI W
W
EPB
EV
EV
PI PI
TR

WV WV WV

WVWV WV
WV
WV WV
EV
IR

IR IR IR IR IR IR

PARKING
NO

PARKING
NO
1B
1C
1A
2B
2C
2A
3B
3C
3A
4B
4C
4A
5B
5C
5A
T
T
6B
6C
6A
7B
7C
7A
10C
8B
8C
8A
9B
9C
9A
10B
10A

SURVEY CONTROL POINT

BOLLARD

CLEANOUT

ELECTRIC VAULT

ELECTRIC PULL BOX

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

TRANSFORMER

IRRIGATION CONTROL VALVE

IRRIGATION VALVE

SITE LIGHT

POST INDICATOR VALVE

STORM DRAIN MANHOLE
SIGN

SEWER MANHOLE

AREA DRAIN

TREE SYMBOL

TREE DRIP LINE

WATER VALVE
CO
EPB
IR
PID
S
WV
IR
TR
EV
PFE RD. ATKINSON ST. UPRR RAILYARD FOOTHILLS BLVD. VERNON ST.

MAIN ST. BASELINE RD.

I-80 ROSEVILLE RD. ANTELOPE NORTH RD
ANTELOPE RD. PLACER COUNTY

PLACER COUNTY

SACRAMENTO COUNTY

TO SACRAMENTO

DRY CREEK HILLTOP
CIR

MARCH RD

PROJECT SITE

CITY OF ROSEVILLE CITY OF CITRUS HEIGHTS CITY OF ROSEVILLE NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 300 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
16 OF
SHEET ELEV.

BRIAN G. WRIGHT
No.

Exp.

CIVIL
RE

GISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-25
C59331 DEBI HUYNH

REBECCA SLUTSKY

BRIAN WRIGHT
11/2024
Plotted: 06/16/2025 14:30:1. | Drawing: \\EgnyteDrive\Projects\ROS\6ROS013305\TRANSP\DESIGN\ROAD\SHEETS\Phase 2\01-ZEBD2-TITLE-SHEET.dwg | Layout: T-01 | By: rebecca.slutsky Xrefs: ZEBD2-C-BORDER|Zero Emission Bus Depot-3B|V-TPG-HilltopBusDepotPh2|ZEBD-C-TOPO-ADDITIONS|ZEBD2-C-SITE|ZEBD-C-SITE|21028.21 E1.02 - Partial Site Plan - Electrical Remodel| x21028.21 bdr| xZEBD-C-SITE| JUBstamp| V-TPG-HilltopBusDepot Images: cropped COR black logo.tif|Roseville_logo_4c_2016_PW-01.jpg|cropped COR black logo.tif|Roseville Corporation Yard.JPG|

CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
CITY# 700055

SEE INFORMATION FOR DATUMS
ON SURVEY CONTROL SHEET.
11/2024
11/2024
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
1 PC1 COMMENTS 2/3/25
2 PC2 COMMENTS 6/16/25
BW
BW

CITY OF ROSEVILLE CORPORATION YARD
CITY OF ROSEVILLE #700055
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
SHEET INDEX:

No. NAME DESCRIPTION
1 T-1 TITLE SHEET
2-3 G-1-2 GENERAL NOTES AND ABBREVIATIONS
4 L-1 SITE PLAN & SURVEY CONTROL
5 CD-1 CONSTRUCTION DETAILS
6 E0.01 ELECTRICAL SHEET INDEX, SYMBOL LIST,

ABBREVIATIONS AND GENERAL NOTES
7 E1.02 PARTIAL SITE PLAN - ELECTRICAL REMODEL
8 E1.03 ENLARGED SITE PLAN - ELECTRICAL

REMODEL
9 E2.01 ONE-LINE POWER DIAGRAM "MSBB" (BUS)
10 E2.02 PANEL SCHEDULES
11-14 E3.01-E3.04 "PCS" ELECTRICAL DETAILS
15-16 E4.01-E4.02 ELECTRICAL SPECIFICATIONS

PROJECT LOCATION MAP
1" = 30'

TO HILLTOP CIRCLE

VICINITY MAP

NOT TO SCALE

PARKS & RECREATION

CABLE & TELEPHONE

PUBLIC WORKS, DRAINAGE

NATURAL GAS
(916) 786-1217

JERRY DANKBAR

KEVIN MEYERS

JOEL DE JONG

UTILITY REPRESENTATIVES

UTILITY AGENCY PHONE

LARRY MONTGOMERY

CONTACT

PACIFIC GAS AND ELECTRIC

CITY OF ROSEVILLE

CONSOLIDATED COMMUNICATIONS

CITY OF ROSEVILLE
(916) 223-7757
(916) 384-8092
(916) 746-5790

ALEX SLABOSNITSKIY TELECOMMUNICATIONS

STEVE ABELIA/MARK DUBYCABLE COMCAST

WAVE BROADBAND
(916) 830-6757
(916) 672-6853

ROSEVILLE ELECTRIC

CITY OF ROSEVILLE

CITY OF ROSEVILLE

CITY OF ROSEVILLE

CITY OF ROSEVILLE

CITY OF ROSEVILLE

ROSEVILLE FIRE DEPARTMENT

ENVIRONMENTAL UTILITIES, WATER

DAN PRUDEN ENVIRONMENTAL UTILITIES, SEWER

SEAN BIGLEY
JOEY MCKINNEY (916) 774-5618
(916) 774-5823
(916) 774-5750
(916) 746-1891

TITLE SHEET
T-1
1 JASON RIZZI

1. IN ACCORDANCE WITH THE CITY ’S NOISE ORDINANCE, THE HOURS OF PROJECT CONSTRUCTION SHALL BE LIMITED TO THE FOLLOWING: 7:0 A.M. TO 7:00 P.M. (MONDAY THROUGH FRIDAY) 8:00 A.M. TO 8:00 P.M. (SATURDAY, SUNDAY, AND HOLIDAYS).

2. PRIOR TO THE COMMENCEMENT OF GRADING OPERATIONS, THE

CONTRACTOR SHALL IDENTIFY THE SITE WHERE THE EXCESS/BORROW EARTHEN MATERIAL SHALL BE IMPORTED/DEPOSITED. IF THE

BORROW/DEPOSIT SITE IS WITHIN THE CITY OF ROSEVILLE, THE

CONTRACTOR SHALL PRODUCE A REPORT ISSUED BY A GEOTECHNICA

ENGINEER TO VERIFY THAT THE EXPORTED MATERIALS ARE SUITABLE

FOR THE INTENDED FILL, AND SHALL SHOW PROOF OF ALL APPROVE GRADING PLANS. HAUL ROUTES TO BE USED SHALL BE SPECIFIED.

3. PRIOR TO COMMENCEMENT OF GRADING ACTIVITIES, THE CONTRACTOR

SHALL HAVE THE EXISTING DRY UTILITIES POT HOLED FOR
VERIFICATION OF LOCATION AND DEPTH. AT SUCH TIME, POT HOLE

DATA SHALL BE PROVIDED TO THE ENGINEER FOR DETERMINATION OF ADEQUATE CLEARANCE AND SEPARATION.

CITY PERMIT #BD25-0067
GENERAL NOTES:

LEGEND:

BUILDING CODE APPLICABILITY :

THIS PROJECT IS SUBJECT TO THE FOLLOWING BUILDING DESIGN CODES:

CALIFORNIA BUILDING CODE 2022 WITH CITY OF ROSEVILLE BUILDING AN

FIRE MUNICIPAL CODE AMENDMENTS (CBC)
CGBSC 5.408 - WASTE MANAGEMENT PLAN REQUIREMENTS :

1. PURSUANT TO CGBSC SECTION 5.408, CONTRACTOR TO PROVIDE A WASTE MANAGEMENT PLAN VIA EMAIL TO [email protected] OR B FAX TO 916-774-5798 PRIOR TO ISSUANCE OF PERMIT. THE
CONTRACTOR SHALL CALL 916-774-5780 IF SEEKING ASSISTANCE O CLARITY IN PREPARING THE WASTE MANAGEMENT PLAN.
1 1
1 1
1 1 2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 300 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
16 OF
SHEET ELEV.

BRIAN G. WRIGHT
No.

Exp.

CIVIL
RE

GISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-25
C59331 DEBI HUYNH

REBECCA SLUTSKY

BRIAN WRIGHT
11/2024
Plotted: 04/15/2025 20:28:44. | Drawing: J:\ROS\6ROS013305\TRANSP\DESIGN\ROAD\SHEETS\Phase 2\02-ZEBD2-GENERAL-NOTES.dwg | Layout: G-1 | By: rebecca.slutsky Xrefs: ZEBD2-C-BORDER Images: cropped COR black logo.tif|Roseville_logo_4c_2016_PW-01.jpg|

CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
CITY# 700055

SEE INFORMATION FOR DATUMS
ON SURVEY CONTROL SHEET.
11/2024
11/2024
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
1 PC1 COMMENTS 2/3/25

GENERAL NOTES AND ABBREVIATIONS
2 G-1

1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE CITY OF

ROSEVILLE STANDARD SPECIFICATIONS (LATEST EDITION), THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS.

2. THE CITY OF ROSEVILLE IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM. THE CONTRACTORS OR ANY
SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY THE U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING 1-800-227-2600. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES IN DEPTH BELOW THE EXISTING SURFACE.

3. THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL AREAS TO BE EXCAVATED PRIOR TO CONTACTING U.S.A. ANY AREAS NOT MARKED WILL NOT BE SUBJECT TO U.S.A., AND THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM EXCAVATION.

4. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND

ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE VICINITY OF THE IMPROVEMENTS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL

EXISTING MONUMENTS AND OTHER SURVEY MARKERS WITHIN THE
CONSTRUCTION ZONE.

6. THE CONTRACTOR SHALL PLACE BOXED SURVEY MONUMENTS WITH 1-1/2" BRONZE HEAD SET IN CONCRETE (STD. DWG. ST-36) AT LOCATIONS TO BE DETERMINED BY THE ENGINEER.

7. AC SURFACE SHALL BE CUT TO A NEAT, STRAIGHT LINE PARALLEL OR

PERPENDICULAR WITH THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. THE EXPOSED

BASE MATERIAL SHALL BE GRADED, RE-COMPACTED, AND RESEALED PRIOR TO PAVING.

8. ANY EXISTING CONCRETE SURFACE TO BE REMOVED SHALL BE SAW CUT TO A NEAT, STRAIGHT LINE.

9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT SHALL

BE ACCEPTED BY THE ENGINEERING DIVISION OF PUBLIC WORKS BEFORE

START OF WORK IN RIGHT-OF-WAY AND SHALL BE IN ACCORDANCE WITH CALIFORNIA MUTCD LATEST EDITION. AT LEAST ONE LANE IN EACH

DIRECTION SHALL REMAIN OPEN TO TRAFFIC UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC CONTROL HOURS ARE SUBJECT TO LIMITATION BY THE CITY. TRAFFIC CONTROL WITH LANE CLOSURES THAT AFFECT TRAFFIC FLOW MAY REQUIRE NIGHT WORK. IF, AS A PART OF TRAFFIC

CONTROL MEASURES, A ROADWAY CLOSURE HAS BEEN APPROVED, THE

CONTRACTOR SHALL NOTIFY DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR 72 HOURS IN ADVANCE OF SETTING UP THIS CLOSURE.

10. CURB RAMPS CONFORMING TO ALL ADA AND TITLE 24 REQUIREMENTS

SHALL BE PLACED AT ALL NEW STANDARD CURB RETURNS (STANDARD DRAWING ST-27) AND STANDARD TYPE A-7 DRIVEWAYS. WHERE
EXISTING RAMPS DO NOT MEET CURRENT ADA AND TITLE 24

REQUIREMENTS, THE RAMPS SHALL BE UPGRADED IN CONFORMANCE WITH MINIMUM TITLE 24 REQUIREMENTS. WHERE EXISTING RAMPS DO NOT

INCLUDE DETECTABLE WARNING PANELS (TRUNCATED DOMES), PANELS SHALL BE RETROFITTED PER THE CONSTRUCTION STANDARDS.

11. DRAIN INLETS NOT WITHIN A PAVED AREA SHALL HAVE A 12" WIDE COLLAR OF 6" THICK P.C.C. OR 2" THICK AC

12. ALL UNDERGROUND UTILITIES WITHIN EXISTING OR PROPOSED CITY OF ROSEVILLE EASEMENTS SHALL REQUIRE A MINIMUM OF 90% COMPACTION ON THE TRENCH BACKFILL. COMPACTION OF BACKFILL BY JETTING IS

NOT PERMITTED IN CITY OF ROSEVILLE RIGHT OF WAY AREAS OR WITHIN

DEDICATED RECLAIMED WATER, STORM, SEWER OR WATER EASEMENTS AND MAINS.

13. PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR DEEPER, THE

CONTRACTOR SHALL SUBMIT TO THE PUBLIC WORKS DEPARTMENT OR

ENVIRONMENTAL UTILITIES DEPARTMENT INSPECTOR A COPY OF THE

COMPANY'S ANNUAL CALOSHA TRENCHING PERMIT AND A COPY OF THE

COMPANY'S LETTER INFORMING CAL/OSHA OF THE TIME THE TRENCHING IS COMMENCING AND THE LOCATION OF THE WORK.

14. ALL PAINTED TRAFFIC STRIPES, ARROWS, AND PAVEMENT MARKINGS

SHALL BE CONSTRUCTED WITH THERMOPLASTIC MATERIAL TO THE SPECIFICATIONS SET FORTH IN CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION. NON-REFLECTIVE PAVEMENT MARKERS SHALL CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO CHAPTER 3 OF THE
CALIFORNIA MUTCD LATEST EDITION.

15. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT EXISTING SITE AND ADJACENT IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR SHALL

BE RESPONSIBLE TO REPAIR OR MAKE REPLACEMENT OF ALL CRACKED

AND OTHERWISE PRE-EXISTING DAMAGED PUBLIC IMPROVEMENTS ALONG

THE FRONTAGE OF THE PROJECT SITE AND ANY DAMAGE RESULTING FROM

CONSTRUCTION TO CURRENT CITY STANDARDS AND AT THEIR OWN EXPENSE. THE EXTENT OF THE REPAIRS SHALL BE DETERMINED BY THE

PUBLIC WORKS INSPECTOR AND SHALL BE COMPLETED PRIOR TO THE CITY ACCEPTANCE OF THE IMPROVEMENTS.

1. THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS INCORPORATED BY REFERENCE INTO THIS SET OF PLANS. THE

SWPPP IS CONSIDERED A DYNAMIC DOCUMENT AND WILL CHANGE AS CONDITIONS WARRANT. PERMANENT EROSION AND SEDIMENT

CONTROL MEASURES WILL BE CONSTRUCTED AS SHOWN ON THESE
PLANS.

2. A COPY OF THE SWPPP SHALL BE KEPT AND AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED AS SPECIFIED IN THE SWPPP AND/OR AS DIRECTED BY CITY INSPECTOR.

4. NO GRADING OR TRENCHING, EXCEPT AS REQUIRED FOR EROSION OR SEDIMENT CONTROL, SHALL OCCUR WITHIN 35 FEET FROM THE

CENTERLINE OF PERENNIAL AND INTERMITTENT DRAINAGE SWALES BETWEEN OCTOBER 15 AND APRIL 15 EXCEPT AS APPROVED BY THE DEPARTMENT OF FISH AND WILDLIFE.

16. WHERE COMBINATIONS OF SIDEWALK OR CURB AND GUTTER ARE POURED

CONTIGUOUS TO EXISTING, ALL ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL BE DOWELED. ALL ABUTTING SIDEWALK ENDS SHALL BE

DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS FOR FOUR

THROUGH SIX-FOOT WIDE SIDEWALK AND THREE DOWELS FOR WIDER SIDEWALK. ABUTTING CURB AND GUTTER ENDS SHALL BE DOWELED TWICE, 18 INCHES APART AT GUTTER PAN MID-SECTION. DOWEL

CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO BACK OF CURB SHALL BE THREE FEET ON CENTER. ALL DOWELS SHALL BE 16 INCHES LONG, GRADE 60; #4 REBAR PENETRATING FOUR INCHES. THE DOWEL HOLE SHALL BE 5/8-INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE FROM PERPENDICULAR. THE PENETRATING PORTION OF THE DOWEL AND

THE ENTIRE (CLEANED) VERTICAL SURFACE OF THE ADJOINING, EXISTING

CONCRETE SHALL BE THOROUGHLY COATED WITH STATE STANDARD TWO-PART EPOXY.

17. THE TYPES, LOCATIONS AND/OR DEPTHS OF EXISTING UNDERGROUND

UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS

CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES,

EXTENT, SIZES, LOCATIONS, AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UTILITIES. HOWEVER, THE ENGINEER CAN ASSUME

NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE

DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE
ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.

18. UTILITIES LOCATIONS ARE TAKEN FROM CITY AS-BUILT DRAWINGS AND FIELD REVIEWS. LOCATIONS OF THE GROUND FEATURES (MH, VALVES, ETC.) ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR.

19. ALL PUBLICLY MAINTAINED STORM DRAIN ON PRIVATE PROPERTY SHALL BE A MINIMUM OF 12 INCHES IN DIAMETER AND SHALL BE RCP CL IV, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.

1. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE

REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB

SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER

AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER

HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXEMPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ENGINEER.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS

NECESSARY TO PERFORM THE WORK SHOWN ON THESE PLANS FROM THE APPROPRIATE AGENCIES. REFER TO THE SPECIAL PROVISIONS FOR PERMITS NEEDED.

3. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR

POLICE, FIRE, AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE OF UTILITIES IN THE VICINITY OF THE JOB SITE.

4. IF ARCHEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF

THESE MATERIALS SHALL BE STOPPED IN ACCORDANCE WITH SECTION 21-2E OF THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS UNTIL A

PROFESSIONAL ARCHEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF

CALIFORNIA ARCHEOLOGY (SCA) AND/OR THE SOCIETY OF PROFESSIONAL

ARCHEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE

SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY.

1. CONSTRUCTION EQUIPMENT EXHAUST EMISSIONS SHALL NOT EXCEED PLACER COUNTY APCD RULE 202 VISIBLE EMISSION LIMITATIONS.

OPERATORS OF VEHICLES AND EQUIPMENT FOUND TO EXCEED

OPACITY LIMITS ARE TO BE IMMEDIATELY NOTIFIED BY APCD TO

CEASE OPERATIONS AND THE EQUIPMENT MUST BE REPAIRED
WITHIN 72 HOURS. (BASED ON APCD RULE 202)

2. THE CONTRACTOR SHALL SUSPEND ALL GRADING OPERATIONS WHEN FUGITIVE DUST EXCEEDS PLACER COUNTY APCD RULE 228
(FUGITIVE DUST) LIMITATIONS. THE PRIME CONTRACTOR SHALL BE

RESPONSIBLE FOR HAVING AN INDIVIDUAL WHO IS CARB-CERTIFIED TO PERFORM VISIBLE EMISSIONS EVALUATIONS (VEE). THIS
INDIVIDUAL SHALL EVALUATE COMPLIANCE WITH RULE 228 ON A WEEKLY BASIS. IT IS TO BE NOTED THAT FUGITIVE DUST IS NOT TO EXCEED 40% OPACITY AND NOT GO BEYOND THE PROPERTY
BOUNDARY AT ANY TIME. LIME OR OTHER DRYING AGENTS UTILIZED

TO DRY OUT WET GRADING AREAS SHALL NOT EXCEED PLACER
COUNTY APCD RULE 228 FUGITIVE DUST LIMITATIONS. OPERATORS

OF VEHICLES AND EQUIPMENT FOUND TO EXCEED OPACITY LIMITS

WILL BE NOTIFIED BY APCD AND THE EQUIPMENT MUST BE
REPAIRED WITHIN 72 HOURS. ALL PROJECTS IN EXCESS OF 5

ACRES SHALL HAVE AN APPROVED DUST CONTROL PLAN FROM THE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT. (BASED ON APCD RULE 228)

3. DURING CONSTRUCTION, TRAFFIC SPEEDS ON ALL UNPAVED
SURFACES SHALL BE LIMITED TO 15 MILES PER HOUR OR LESS. (BASED ON APCD RULE 228 / SECTION 401.2)

4. DURING CONSTRUCTION, NO OPEN BURNING OF REMOVED

VEGETATION SHALL BE ALLOWED UNLESS PERMITTED BY THE
PCAPCD. ALL REMOVED VEGETATIVE MATERIAL SHALL BE EITHER

CHIPPED ON SITE OR TAKEN TO AN APPROPRIATE RECYCLING SITE, OR IF A SITE IS NOT AVAILABLE, A LICENSED DISPOSAL SITE. (BASED ON APCD RULE 310)

5. A PERSON SHALL NOT DISCHARGE INTO THE ATMOSPHERE VOLATILE

ORGANIC COMPOUNDS (YOC'S) CAUSED BY THE USE OR

MANUFACTURE OF CUTBACK OR EMULSIFIED ASPHALTS FOR PAVING,

ROAD CONSTRUCTION OR ROAD MAINTENANCE, UNLESS SUCH
MANUFACTURE OR USE COMPLIES WITH THE PROVISIONS RULE 217. (BASED ON APCD RULE 217).

6. PROCESSES THAT DISCHARGE 2 POUNDS PER DAY OR MORE OF

AIR CONTAMINANTS, AS DEFINED BY HEALTH AND SAFETY CODE
SECTION 39013, TO THE ATMOSPHERE MAY REQUIRE A PERMIT.

PERMITS MAY BE REQUIRED FOR BOTH CONSTRUCTION AND
OPERATION. DEVELOPERS/CONTRACTORS SHOULD CONTACT THE

DISTRICT PRIOR TO CONSTRUCTION AND OBTAIN ANY NECESSARY PERMITS PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. (BASED ON THE CALIFORNIA HEALTH & SAFETY CODE SECTION 39013)

1. AN APPROVED PROJECT SIGN SHALL BE PLACED AT VEHICLE

ACCESS POINTS INTO THE PROJECT DURING CONSTRUCTION TO
ASSIST EMERGENCY RESPONDERS. THE SIGN SHALL IDENTIFY THE ADDRESS, AS APPROVED BY THE CITY OF ROSEVILLE. SUCH SIGNS

SHALL BE CLEARLY VISIBLE AND LEGIBLE FROM THE STREET
FRONTING THE PROJECT.

2. PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT TO THE SITE,

FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED TO WITHIN 150 FEET OF ALL STRUCTURES AND COMBUSTIBLE STORAGE PILES.

FIRE APPARATUS ACCESS ROADS SHALL BE FULLY PAVED AND

SHALL BE DESIGNED TO SUPPORT THE IMPOSED WEIGHT OF A FIRE APPARATUS (34 TONS GVW), UNLESS PRIOR APPROVAL IS

OBTAINED FROM THE FIRE DEPARTMENT FOR TEMPORARY ACCESS
ROADS. ACCESS ROADS SHALL BE PROVIDED WITH A MINIMUM
20-FOOT ROADWAY WIDTH AND 13 FOOT 6 INCH VERTICAL
CLEARANCE.

3. PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT TO THE SITE,

ANY REQUIRED ON-SITE FIRE HYDRANTS SHALL BE COMPLETED
AND ACCEPTED BY THE ROSEVILLE FIRE DEPARTMENT.

4. CONSTRUCTION MATERIAL AND VEHICLES SHALL NOT OBSTRUCT

FIRE APPARATUS ACCESS TO FIRE APPARATUS ROADS, FIRE
HYDRANTS OR THE BUILDING.

5. BARRICADES SHALL BE PROVIDED TO PROTECT ANY NATURAL GAS

METER, FIRE HYDRANT, FIRE DEPARTMENT CONTROL DEVICE, OR

OTHER POSSIBLE PERTINENT EQUIPMENT OR DEVICES THAT MAY BE SUBJECT TO VEHICULAR DAMAGE.

6. PROVIDE AND MAINTAIN A MINIMUM 3-FOOT CLEAR SPACE AROUND

FIRE PROTECTION EQUIPMENT

7. THE BURNING OF COMBUSTIBLE CONSTRUCTION MATERIALS AND TRASH IS PROHIBITED.

8. ASPHALT AND TAR KETTLES SHALL NOT BE LOCATED WITHIN 20

FEET OF ANY COMBUSTIBLE MATERIAL, COMBUSTIBLE BUILDING
SURFACE OR BUILDING OPENING. AN ATTENDANT SHALL BE WITHIN 100 FEET OF A KETTLE WHEN THE HEAT SOURCE IS OPERATING. A MINIMUM OF ONE (1) 20B:C PORTABLE FIRE EXTINGUISHER SHALL BE LOCATED WITHIN 30 FEET OF THE KETTLE, AND ON THE ROOF DURING ASPHALT COATING OPERATIONS.

9. DRYWALL AND OTHER TEMPORARY HEATING DEVICES SHALL BE OF

AN APPROVED TYPE, LOCATED AWAY FROM COMBUSTIBLE
MATERIALS AND ATTENDED AND MAINTAINED AT ALL TIMES.

HEATING DEVICES SHALL NOT BE OPERATED AFTER NORMAL

WORKING HOURS WITHOUT BEING ATTENDED TO ON AN HOURLY
BASIS.

10. CUTTING AND WELDING OPERATIONS SHALL CONFORM TO THE HOT WORK PROVISIONS OF CHAPTER 35 OF THE FIRE CODE. A FIRE

WATCH SHALL BE PROVIDED DURING HOT-WORK ACTIVITIES AND
SHALL CONTINUE FOR A MINIMUM OF 30 MINUTES AFTER THE
CONCLUSION OF THE WORK.

11. IF SITE SURVEY OR EARTH MOVING WORK RESULTS IN THE

DISCOVERY OF HAZARDOUS MATERIALS IN CONTAINERS, OR WHAT

APPEARS TO BE HAZARDOUS WASTES RELEASED INTO THE GROUND,

THE CONTRACTOR OR APPLICANT SHALL IMMEDIATELY REPORT THE FINDING TO THE ROSEVILLE FIRE DEPARTMENT VIA PHONE AT (916) 774-5800. ALL SUSPECTED AREAS SHALL BE MARKED OFF WITH

APPROVED SIGNAGE OR CAUTION TAPE UNTIL SUCH TIME THAT A

REPRESENTATIVE FROM THE FIRE DEPARTMENT DETERMINES

WHETHER THE RELEASE IS REPORTABLE OR NOT AND IF SITE
REMEDIATION IS REQUIRED.

12. FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH CHAPTER 33 OF THE CALIFORNIA FIRE CODE.

13. ADEQUATE RADIO COVERAGE SHALL BE PROVIDED WITHIN BUILDINGS FOR PUBLIC SAFETY AGENCIES, AS REQUIRED BY FIRE CODE.

1. THE HORIZONTAL DATUM FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF 1983 (2011.00 EPOCH), CALIFORNIA STATE PLANE ZONE 2.

THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1955. THE HORIZONTAL AND VERTICAL DATUMS WERE ESTABLISHED

FROM GPS OBSERVATIONS USING UNCALIBRATED REAL TIME NETWORK (RTN) METHODOLOGY. RTN DATA SUPPLIED BY CALIFORNIA SURVEY &

DRAFTING SUPPLY USING THEIR VIRTUAL SURVEY NETWORK (VSN) SUBSCRIPTION SERVICE.

5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
MAINTAINED IN ACCORDANCE WITH THE SWPPP.

6. THE CONTRACTOR SHALL ESTABLISH A SPECIFIC SITE WITHIN THE

DEVELOPMENT FOR MAINTENANCE AND STORAGE OF EQUIPMENT OR

ANY OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE QUALITY OF THE RUNOFF IN ACCORDANCE WITH THE SWPPP.

STANDARD GENERAL NOTES:

GENERAL NOTES:

AIR QUALITY NOTES:

DATUMS:

EROSION AND SEDIMENT CONTROL NOTES:

FIRE DEPARTMENT NOTES:

NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 300 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
16 OF
SHEET ELEV.

BRIAN G. WRIGHT
No.

Exp.

CIVIL
RE

GISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-25
C59331 DEBI HUYNH

REBECCA SLUTSKY

BRIAN WRIGHT
11/2024
Plotted: 04/15/2025 20:28:45. | Drawing: J:\ROS\6ROS013305\TRANSP\DESIGN\ROAD\SHEETS\Phase 2\02-ZEBD2-GENERAL-NOTES.dwg | Layout: G-2 | By: rebecca.slutsky Xrefs: ZEBD2-C-BORDER Images: cropped COR black logo.tif|Roseville_logo_4c_2016_PW-01.jpg|

CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
CITY# 700055

SEE INFORMATION FOR DATUMS
ON SURVEY CONTROL SHEET.
11/2024
11/2024
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
1 PC1 COMMENTS 2/3/25

GENERAL NOTES AND ABBREVIATIONS
3 G-2

14. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN OCCUPANCIES

AND LOCATIONS AS SET FORTH IN THE CALIFORNIA FIRE CODE AND AS REQUIRED BY THE CHIEF. PROVIDE A MINIMUM OF ONE (1) PORTABLE FIRE EXTINGUISHER WITHIN EACH TENANT SPACE. THE MAXIMUM TRAVEL DISTANCE TO THE FIRE EXTINGUISHER SHALL NOT EXCEED 75-FEET. THE

MINIMUM RATING CLASSIFICATION FOR THE EXTINGUISHER SHALL BE NOT LESS THAN 2A-10B:C. THE MAXIMUM TRAVEL DISTANCE FROM ANY

POINT IN A LIGHT HAZARD AREA OF CLASS A HAZARDS SHALL NOT BE MORE THAN 75 FEET FROM A CLASS 2A-10B:C. FIRE EXTINGUISHER AND ONE EXTINGUISHER SHALL BE PROVIDED FOR EACH 6,000 SQUARE FEET.

THE MAXIMUM TRAVEL DISTANCE FROM ANY POINT IN AN ORDINARY HAZARD OF CLASS A HAZARDS AREA SHALL NOT BE MORE THAN 75 FEET AND ONE EXTINGUISHER SHALL BE PROVIDED FOR EACH 3,000 SQUARE FEET. THE MAXIMUM TRAVEL DISTANCE TO CLASS B
EXTINGUISHERS IS EITHER 30 FEET OR 50 FEET DEPENDING UPON THE SIZE OF THE EXTINGUISHER AND THE CLASSIFICATION OF THE HAZARD.

REFER TO UFC STANDARD NO. 10-1 FOR COMPLETE REQUIREMENTS. ALL

PORTABLE FIRE EXTINGUISHERS SHALL HAVE A SERVICE TAG AFFIXED TO

THEM SHOWING THAT THE EXTINGUISHER HAS BEEN SERVICED BY A CALIFORNIA STATE LICENSED FIRE EXTINGUISHER CONCERN. ALL FIRE

EXTINGUISHERS SHALL BE ATTACHED TO A BRACKET OR WITHIN AN APPROVED CABINET. MAXIMUM DISTANCE FROM THE FLOOR SHALL NOT EXCEED 54-INCHES. SIGNAGE SHALL BE POSTED ABOVE THE
EXTINGUISHER AND SHALL READ FIRE EXTINGUISHER.

15. THE REQUIRED MINIMUM FIRE FLOW FOR THE PROTECTION OF THE PROPOSED PROJECT IS ___ GALLONS PER MINUTE WITH 20 POUNDS PER SQUARE INCH RESIDUAL WATER PRESSURE REMAINING IN THE SYSTEM. A

CHANGE IN ANY OF THE CONDITIONS MAY INCREASE THE REQUIRED FIRE FLOW.

16. ALL UNDERGROUND FIRE LINE SHALL BE HYDRAULICALLY PRESSURED AT 200 PSI FOR TWO-HOURS PER THE NFPA STANDARD FOR UNDERGROUND FIRE WATER LINE. AN INSPECTION SHALL BE REQUIRED TO WITNESS THE

TEST WITH A SUBSEQUENT INSPECTION AFTER THE TWO-HOUR DURATION HAS EXPIRED.

17. TEMPORARY USE OF ON-SITE GENERATORS WITH OVER 60 GALLONS OF

DIESEL FUEL SHALL REQUIRE A FIRE DEPARTMENT PERMIT AND MUST MEET THE REQUIREMENTS OF THE CHAPTER 6.95 OF THE HEALTH AND

SAFETY CODE, THE ROSEVILLE FIRE DEPARTMENT AND THE NATIONAL FIRE CODES. CONTACT THE FIRE DEPARTMENT AT 916-774-5800 TO INITIATE THE PERMIT APPLICATION.

18. SECTION 10.6.2 OF NFPA 24 HAS BEEN AMENDED NOT TO ALLOW MECHANICAL JOINTS UNDER BUILDINGS. SEE CHAPTER 80 OF THE CALIFORNIA FIRE CODE, PAGE 519. PROVIDE DETAIL OF THE PROPOSED RISER AND UNDERGROUND DETAIL TO THE PAD.

19. CIVIL IMPROVEMENT PLANS SHALL BE RESUBMITTED IF IT HAS BEEN

DETERMINED BY THE APPLICANT THAT AN ON-SITE FIRE PUMP WILL BE REQUIRED AS THE RESULT OF SUPPLYING 100 PSI RESIDUAL PRESSURE AT THE STANDPIPE ROOF OUTLET ACCORDANCE WITH NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS.

20. THE SUBMITTED PRIVATE UNDERGROUND FIRE LINE SHALL BE REVIEWED

AND APPROVED BY THE ENVIRONMENTAL UTILITIES DEPARTMENT (EUD) IN

CONJUNCTION WITH THE FIRE DEPARTMENT (RFD) PRIOR TO REQUESTING FOR THE REQUIRED INSPECTION FROM THE RFD. THE FIRE SPRINKLER

PLANS WILL NOT BE APPROVED BY THE RFD UNTIL THE UNDERGROUND SERVICE LATERAL HAS BEEN INSPECTED AND ACCEPTED BY THE RFD.

21. ALL PROPOSED BURIED BOLTS SHALL BE COATED WITH A LISTED PRODUCT SUCH AS CHRISTY'S HD-50.

22. ACCORDING TO NFPA 13, 6.3.1.1.1, THE UNDERGROUND FIRE LINE CANNOT EXTEND INTO THE BUILDING FURTHER THAN 24 INCHES.

23. AN 18 AWG MINIMUM GAUGE TRACER WIRE SHALL BE INSTALLED ALONG

ALL NON-METALLIC UNDERGROUND PIPING IN ACCORDANCE WITH SECTION 604 OF THE CALIFORNIA PLUMBING CODE. NOTATIONS SHALL BE MADE ON THE RESUBMITTAL.

24. FIRE DEPARTMENT CONNECTION(S) SHALL BE WITHIN 2-FEET OF BACK OF

CURB OR BACK OF WALKWAY, AND SHALL REMAIN UNOBSTRUCTED AT ALL TIMES.

25. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE LABELED WITH THE APPROPRIATE ADDRESS.

26. MECHANICAL JOINTS SHALL BE INSTALLED AT AREAS NOTED PER THE EBBA THRUST RESTRAINT DESIGN PROGRAM SPECIFICATIONS.

27. CONDUITS SHALL BE INSTALL AND AVAILABLE FOR FUTURE MONITORING OF ALL FIRE PROTECTION DEVICES.

28. ALL WORK SHALL BE INSPECTED BY THE FIRE DEPARTMENT PRIOR TO INSTALLING GROUND MATERIALS.

1. CONTRACTOR SHALL REMOVE ALL EXISTING NON-CONFORMING

STRIPING (BY GRINDING) AND PAVEMENT MARKERS AND ALL
EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING.

REMOVAL SHALL INCLUDE ALL TEMPORARY TRAFFIC STRIPES AND MARKINGS.

2. ALL PERMANENT PAINTED TRAFFIC STRIPES, ARROWS, AND

PAVEMENT MARKINGS SHALL BE CONSTRUCTED WITH

THERMOPLASTIC MATERIAL TO THE SPECIFICATIONS SET FORTH IN CHAPTER 3 OF THE LATEST EDITION OF THE CALIFORNIA MUTCD.

NON-REFLECTIVE PAVEMENT MARKERS SHALL CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO CHAPTER 3 OF THE LATEST
EDITION OF THE CALIFORNIA MUTCD. THERMOPLASTIC MATERIAL

SHALL BE APPLIED ONLY WHEN THE PAVEMENT SURFACE
TEMPERATURE IS ABOVE 60 DEGREES FAHRENHEIT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND

MAINTAINING ALL CONSTRUCTION SIGNING AND STRIPING AS

REQUIRED BY THE MUTCD AND MUTCD CALIFORNIA SUPPLEMENT TO DELINEATE CONSTRUCTION HAZARDS AT HIS/HER EXPENSE.

29. TO SCHEDULE A FIRE DEPARTMENT INSPECTION FOR ANY ON-SITE WORK,

FOLLOW THE DIRECTIONS USING THE CITY OF ROSEVILLE CITIZEN PORTAL AT PERMITSONLINE.ROSEVILLE.CA.US.

ME
OG

MATCH EXISTING

ORIGINAL GROUND

TOP OF CONCRETE

EDGE OF PAVEMENT

PORTLAND CEMENT CONCRETE

CURB, GUTTER AND SIDEWALK

POWER POLE

ASPH EXISTING ASPHALT CONCRETE

CIP CAST IN PLACE

ELEVATION
EP

BOW BACK OF WALK

ASPHALT CONCRETE

CTSPD CALTRANS STANDARD PLAN DETAIL

EC END HORIZONTAL CURVE
(E) EXISTING

GTD GRADE TO DRAIN
EL
AC
PCC
PP
TOC

TOP TOP OF PAVEMENT

AP ANGLE POINT

ES EDGE OF SHOULDER

CMP CORRUGATED METAL PIPE

C, G & SW

CLF CHAIN LINK FENCE

AB AGGREGATE BASE

DBL DOUBLE

STA STATION

VC VERTICAL CURVE

EAS EASEMENT

INV INVERT

AS AGGREGATE SUBBASE

LT LEFT

R/W RIGHT OF WAY

RT RIGHT

SWPPP STORM WATER POLLUTION PREVENTION PLAN

DDCV DOUBLE DETECTOR CHECK VALVE

HMA HOT MIX ASPHALT

EVCS ELECTRIC VEHICLE CHARGING STATION

PG PROPOSED GRADE

LP LOW POINT

HP HIGH POINT

RW RETAINING WALL

PIV POST INDICATOR VALVE

BFP BACKFLOW PREVENTER

FDC FIRE DEPARTMENT CONNECTION

FH FIRE HYDRANT

DWT DETECTABLE WARNING SURFACE

ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY

GR GRATE

FS FINISHED SURFACE

FL FLOWLINE

SED SEE ELECTRICAL DRAWING

1. THE PURPOSE OF THIS SURVEY IS TO MAP EXISTING TOPOGRAPHY AND PLANIMETRICS AT BUS DEPOT OFF OF HILLTOP CIRCLE. AS

SPECIFIED BY PSOMAS TRANSPORTATION DEPARTMENT FOR THE

ZERO EMISSION BUS DEPOT PROJECT

2. THE TOPOGRAPHY SHOWN HEREIN IS BASED ON A GROUND
SURVEY COMPLETED JANUARY 15,2021.

3. UTILITIES SHOWN HEREON HAVE BEEN LOCATED AND DRAWN

BASED ON VISIBLE SURFACE EVIDENCE ONLY, AND MUS TBE
VERIFIED PRIOR TO CONSTRUCTION. THIS DOES NOT CONSTITUTE OF A UTILITY SURVEY.

4. THIS DOES NOT CONSTITUTE OF A TREE SURVEY, TREES AND

DRIPLINES SHOWN HEREON HAVE BEEN LOCATED BASED ON
VISIBLE SURFACE EVIDENCE ONLY. TREE SPECIES AND SIZES HAVE NOT BEEN VERIFIED BY A CERTIFIED ARBORIST.

1. GRADING SHALL CONFORM TO APPENDIX CHAPTER 33 UBC, LATEST

EDITION, AND TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT BY CRAWFORD & ASSOCIATES, INC.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS

SPECIFIED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT OR AS DETERMINED BY THE CITY INSPECTOR. THE SWPPP IS CONSIDERED A DYNAMIC DOCUMENT AND WILL CHANGE AS CONDITIONS WARRANT.

PERMANENT EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AS SHOWN ON THE SWPPP PLAN.

3. ALL REAR LOT CORNER ELEVATIONS SHALL BE EQUAL TO OR GREATER THAN

THE HIGHEST ADJACENT PAD GRADE UNLESS SPECIFICALLY SHOWN ON THESE PLANS AND APPROVED BY ENGINEERING DIVISION.

4. NON-POTABLE WATER SHALL BE SPRAYED ON ALL EXPOSED EARTH SURFACES

DURING CLEARING GRADING, EARTH MOVING, AND OTHER SITE PREPARATION ACTIVITIES. THE EXPOSED EARTH SHALL BE WATERED THROUGHOUT THE DAY TO MINIMIZE DUST.

5. TARPAULINS OR OTHER EFFECTIVE COVERS SHALL BE USED ON ALL STOCKPILED EARTH MATERIAL AND ON HAUL TRUCKS TO MINIMIZE DUST.

6. THE CITY SHALL HAVE THE AUTHORITY TO STOP ALL GRADING OPERATIONS, IF,

IN OPINION OF CITY STAFF, INADEQUATE DUST CONTROL MEASURES ARE BEING

PRACTICED OR EXCESSIVE WIND CONDITIONS CONTRIBUTE TO FUGITIVE DUST EMISSIONS.

7. ADJACENT STREET FRONTAGES SHALL BE SWEPT AT LEAST ONCE A DAY TO

REMOVE SILT AND OTHER DIRT WHICH IS EVIDENT FROM CONSTRUCTION ACTIVITIES. REFER TO SCHEDULES WITHIN SWPPP.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING CONSTRUCTION

VEHICLES LEAVING THE SITE ON A DAILY BASIS TO PREVENT DUST, SILT AND DIRT FROM BEING RELEASED OR TRACKED OFFSITE. REFER TO SWPPP FOR SPECIFIC REQUIRMENTS.

9. CONSTRUCTION SHALL STOP IF CULTURAL RESOURCES ARE SUSPECTED. IT IS

POSSIBLE THAT PREVIOUS ACTIVITIES HAVE OBSCURED SURFACE EVIDENCE OF CULTURAL RESOURCES. IF SIGNS OF AN ARCHEOLOGICAL SITE, SUCH AS ANY

UNUSUAL AMOUNTS OF STONE, BONE, OR SHELL, ARE UNCOVERED DURING

GRADING OR OTHER CONSTRUCTION ACTIVITIES, WORK SHALL BE HALTED WITHIN 100 FEET OF THE FIND AND THE ROSEVILLE COMMUNITY DEVELOPMENT DEPARTMENT SHALL BE NOTIFIED. A QUALIFIED ARCHEOLOGIST SHALL BE CONSULTED FOR AN ON-SITE EVALUATION. THE ARCHEOLOGIST MAY REQUIRE ADDITIONAL MITIGATION.

10. SHOULD GRADING OPERATIONS UNCOVER HAZARDOUS MATERIALS, OR WHAT

APPEARS TO BE HAZARDOUS MATERIALS, THE FIRE DEPARTMENT SHALL BE CONTACTED IMMEDIATELY AT (916) 774-5820. THE AREA, WHICH CONTAINS

THE HAZARDOUS MATERIALS, SHALL BE MARKED OFF UNTIL AN INVESTIGATION BY A MEMBER OF THE FIRE DEPARTMENT IS CONDUCTED.

11. THE CONTRACTOR/DEVELOPER IS EXPECTED TO COMPLY WITH THE FUGITIVE

DUST CONTROL REQUIREMENTS FROM THE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT: WWW.PLACER.CA.GOV/APCD

12. CONTAMINATED SOIL - DEVELOPER AGREES TO PROPERLY ADHERE TO ALL THEN

CURRENT STATE AND FEDERAL REQUIREMENTS WHEN ANY EVIDENCE OF TOXIC,

HAZARDOUS OR CONTAMINATED SOILS ARE ENCOUNTERED DURING ANY AND ALL

EXCAVATION OR GRADING OPERATIONS, AND TO INDEMNIFY, DEFEND AND HOLD

HARMLESS THE CITY OR ROSEVILLE, ITS OFFICERS, AGENTS AND EMPLOYEES,

FROM ANY AND ALL LIABILITY, COSTS, CLAIMS, FEES, FINES, PENALTIES AND CLAIMS OF OR DAMAGE OF ANY TYPE WHATSOEVER. EXTRA COSTS FOR

REMEDIATION AND/OR REMOVAL OF SOIL SHALL BE BOURN SOLELY BY THE DEVELOPER. THE PARTIES INTEND THAT THIS PROVISION BE BROADLY CONSTRUED.

1. GRADING AROUND TREES TO BE LIMITED TO OUTSIDE THE
DRIPLINE. ANY TREE WELL GRADED SHOULD BE DRAINED TO SOME OUTFALL OR SWALE.

2. THE FOLLOWING CONDITIONS SHALL APPLY TO ENSURE THE
PRESERVATION OF TREES:

2.1. EACH TREE OR GROUP OF TREES TO BE SAVED SHALL BE

FENCED BY A CHAIN-LINK FENCE OR TEMPORARY FENCE

DESIGNATED IN THE SPECIFICATION PRIOR TO ANY GRADING OR

MOVEMENT OF HEAVY EQUIPMENT OR ISSUANCE OF ANY
PERMITS.

2.2. FENCING SHALL BE LOCATED ONE FOOT (1') OUTSIDE THE DRIPLINE OF THE TREE OR TREES.

2.3. SIGNS SHALL BE POSTED ON ALL SIDES OF SAID FENCES
STATING:

WARNING:

THIS FENCE SHALL NOT BE REMOVED

OR RELOCATED WITHOUT WRITTEN

AUTHORIZATION FROM THE

PLANING DEPARTMENT

3. THE GRADING PLAN FOR THE PROJECT HAS BEEN DESIGNED FOR

NO GRADING TO OCCUR WITHIN THE DRIPLINE OF ANY OAK

TREE UNLESS SPECIFICALLY APPROVED BY PLANNING DEPARTMENT AND SHOWN ON THESE PLANS. NO GRADES SHALL BE MODIFIED

WITHOUT THE APPROVAL OF THE CIVIL ENGINEER AND THE CITY OF ROSEVILLE.

4. NO TRENCHING SHALL OCCUR BENEATH THE DRIPLINE OF ANY

OAK TREE TO BE SAVED UNLESS STATED ON THESE PLANS
"TRENCHING UNDER THIS TREE IS APPROVED".

5. PARKING OF VEHICLES AND EQUIPMENT OR STORAGE OF

MATERIALS UNDER THE DRIPLINE OF TREES SHALL NOT OCCUR AT ANY TIME.

GB GRADE BREAK

C&G CURB & GUTTER

BOT BOTTOM

STD STANDARD

DIA DIAMETER
FIRE DEPARTMENT NOTES (CONTINUED):

GRADING NOTES:

STRIPING NOTES:

TREE PRESERVATION NOTES:

ABBREVIATIONS:

SURVEY CONTROL NOTES:

W
W

PARKING
NO

PARKING
NO
1B
1C
1A
2B
2C
2A
3B
3C
3A
4B
4C
4A
5B
5C
5A
T
T
6B
6C
6A
7B
7C
7A
10C
8B
8C
8A
9B
9C
9A
10B
10A
CONCRETE WHEEL STOP (Typ)
SEE SHEET CD-1, DETAIL 1

1.50'

9.00'
Typ. 20.0'
BOLLARD (2, Typ)
SEE SHEET CD-1,
DETAIL 2

CONSTRAINED BOLLARD
SEE SHEET CD-1,
DETAIL 3

CONSTRAINED BOLLARD
SEE SHEET CD-1,
DETAIL 3
BOLLARD (4, Typ)
SEE SHEET CD-1,
DETAIL 2
BOLLARD (4, Typ)
SEE SHEET CD-1,
DETAIL 2

CONSTRAINED
BOLLARD (4, Typ)
SEE SHEET CD-1,
DETAIL 3
EQUIPMENT PAD, 15'x3'
(SEE SHEET CD-1)
EQUIPMENT PAD, 15'x3'
(SEE SHEET CD-1)
POINT #
1000
1001
1002
1003

NORTHING
2028607.73
2028607.85
2028785.34
2028916.53

EASTING
6756269.33
6756551.34
6756426.03
6756287.88

ELEVATION
140.26
138.42
142.19
137.82

DESCRIPTION

CUT X CONC

CUT X CONC
1/2" REBAR W/ PSO CAP

MAG NAIL W/ PSO WASHER
SURVEY CONTROL TABLE :

THE FOLLOWING PROFESSIONAL LAND SURVEYOR

ATTESTS TO THE ACCURACY OF THE SURVEY
CONTROL DATA PROVIDED ON THIS SHEET.

NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 300 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
16 OF
SHEET ELEV.

BRIAN G. WRIGHT
No.

Exp.

CIVIL
RE

GISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-25
C59331 DEBI HUYNH

REBECCA SLUTSKY

BRIAN WRIGHT
11/2024
Plotted: 06/16/2025 16:52:02. | Drawing: \\EgnyteDrive\Projects\ROS\6ROS013305\TRANSP\DESIGN\ROAD\SHEETS\Phase 2\03-ZEBD2-SITE-PLAN.dwg | Layout: L-1 | By: justus.horse Xrefs: ZEBD2-C-BORDER|ZEBD-C-TOPO-ADDITIONS|V-TPG-HilltopBusDepotPh2_DEMO|ZEBD-C-SITE|ZEBD2-C-SITE Images: Justin.PNG|Justin Lambert.png|cropped COR black logo.tif|Roseville_logo_4c_2016_PW-01.jpg|

CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
CITY# 700055

SEE INFORMATION FOR DATUMS
ON SURVEY CONTROL SHEET.
11/2024
11/2024
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
1 PC1 COMMENTS 2/3/25
2 PC2 COMMENTS 6/16/25
BW
BW
1"=20'

TO HILLTOP CIRCLE

SITE PLAN AND SURVEY CONTROL
4 L-1

PARKING STALL COUNT
BUS TRANSIT SPACES 30
NON-EV LIGHT DUTY SPACES 0
LIGHT DUTY SPACES TO REMAIN 3
BUS CHARGING DISPENSERS 15
LIGHT DUTY EV SPACES 72
LIGHT DUTY EV DISPENSERS 25
TOTAL LIGHT DUTY SPACES 72
NEW LIGHT DUTY SPACES 65
EXISTING LIGHT DUTY SPACES 45

ACCESSIBLE STALL COUNT
ACCESSIBLE STALLS WITH EVCS 1
REGULAR ACCESSIBLE STALLS 2
VAN ACCESSIBLE STALLS 1
TOTAL ACCESSIBLE STALLS 3
DATUMS

THE HORIZONTAL DATUM FOR THIS PROJECT
IS THE NORTH AMERICAN DATUM OF 1983
(2011.00 EPOCH), CALIFORNIA STATE PLANE
ZONE 2. THE VERTICAL DATUM IS THE NORTH
AMERICAN VERTICAL DATUM OF 1988. THE

HORIZONTAL AND VERTICAL DATUMS WERE

ESTABLISHED FROM GPS OBSERVATIONS USING

UNCALIBRATED REAL TIME NETWORK (RTN)
METHODOLOGY. RTN DATA SUPPLIED BY

CALIFORNIA SURVEY & DRAFTING SUPPLY

USING THEIR VIRTUAL SURVEY NETWORK (VSN)
SUBSCRIPTION SERVICE.
\\pprod.psomas.corp\panzuradata1\ROS_Data1\survey\0library\E Signature\Justin.PNG \\pprod.psomas.corp\panzuradata1\ROS_Data1\survey\0library\E Signature\Justin Lambert.png 0 10' 20'
SCALE 1"-20'
40'

1. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND

ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE VICINITY OF THE IMPROVEMENTS.

2. CONTRACTOR SHOULD USE EXTREME CARE WHEN EXCAVATING
FOOTING FOR BOLLARDS AND EQUIPMENT. HAND DIGGING OR
EXCAVATION USING VACUUM TECHNIQUES MAY BE REQUIRED.

3. FINAL DETERMINATION OF FOOTING TYPE FOR BOLLARDS WILL

DEPEND ON EXACT LOCATION OF UNDERGROUND CONDUITS AND
OTHER CONSTRAINTS.

NOTES:
2 2
2 2
2 2
2 2
2

NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 300 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
16 OF
SHEET ELEV.

BRIAN G. WRIGHT
No.

Exp.

CIVIL
RE

GISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-25
C59331 DEBI HUYNH

REBECCA SLUTSKY

BRIAN WRIGHT
11/2024
Plotted: 06/16/2025 16:52:2. | Drawing: \\EgnyteDrive\Projects\ROS\6ROS013305\TRANSP\DESIGN\ROAD\SHEETS\Phase 2\04-ZEBD2-CONSTRUCTION-DETAILS.dwg | Layout: CD-1 | By: justus.horse Xrefs: ZEBD2-C-BORDER|ZEBD-C-TOPO-ADDITIONS|V-TPG-HilltopBusDepotPh2_DEMO|ZEBD-C-SITE|ZEBD2-C-SITE Images: ST_38A.jpg|cropped COR black logo.tif|Roseville_logo_4c_2016_PW-01.jpg|

CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
CITY# 700055

SEE INFORMATION FOR DATUMS
ON SURVEY CONTROL SHEET.
11/2024
11/2024
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
1 PC1 COMMENTS 2/3/25
2 PC2 COMMENTS 6/16/25
BW
BW
N/A
CD-1
CONCRETE WHEEL STOP 1 NOT TO SCALE
NOTES:

1. PRE-FABRICATED P.C. CONCRETE (3500 PSI)

ELEVATION

SECTION

FINISHED
GRADE
3/4" STEEL ANCHOR
PIN 21" LONG 6"

PROJECTION (TYP)
2 #3 BARS
1" DIA HOLE
(TYP)
7 1/2" 5 1/2" 2 1/2" (TYP)3 1/4"
4'-0"
12" 12" 5 1/2"

FINISHED
GRADE
1" DIA HOLE
(TYP)
3/4" STEEL ANCHOR
PIN 21" LONG 6"

PROJECTION (TYP)
BOLLARD 2 NOT TO SCALE

CONSTRAINED BOLLARD FOOTING
3 NOT TO SCALE 19.0 in
6" O.D. STEEL TUBE
BOLLARD w/
CONCRETE CAP 52.0 in

24.0 in
SQUARE 36.0 in
#4 TOTAL 3 SETS
#4 TOTAL 3 3.0 in

CONSTRUCTION DETAILS
5 TYPICAL EQUIPMENT PAD DETAIL
4 NOT TO SCALE

1.5" 12" MIN 6"
(N) EQUIPMENT
(E) GRADE
STANDARD HOOK, TYP.
6" CONC SLAB WITH #4
AT 18"CC TYP. EA. WAY

NEW CONDUITS WITH

NEW CABLES
(SEE ELCTRICAL PLANS)

ANCHORAGE
2

THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE POWER DISTRIBUTION SERVICE EQUIPMENT FOR (8) 150kW ELECTRIC VEHICLE CHARGING SYSTEMS THAT FEED (25) 10kW ELECTRIC VEHICLE DISPENSERS FOR ELECTRIC BUSSES. ALSO PROVIDE (8) LEVEL 2 CHARGING STATIONS.

SHOULD ANY CONDITIONS DEVELOP, NOT COVERED BY THE CONTRACT DOCUMENTS, WHEREIN THE

FINISHED WORK WILL NOT COMPLY WITH ALL REQUIRED CODES, A CHANGE ORDER DETAILING AND

SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO, AND APPROVED BY, THE AGENCY BEFORE PROCEEDING WITH THE WORK.

PROJECT DESCRIPTION

A AMPERES

AC ALTERNATING CURRENT
A.F.F. ABOVE FINISHED FLOOR
A.I.C. AMPERE INTERRUPTING CAPACITY

AMP AMPERE

AWG AMERICAN WIRE GAUGE

BKR BREAKER
C. CONDUIT
C.B. CIRCUIT BREAKER

CD CANDELA

CKT CIRCUIT
C.O. CONDUIT ONLY, WITH PULL WIRE
C.T. CURRENT TRANSFORMER

DC DIRECT CURRENT
(E) EXISTING

EL EVENING LIGHT

EM EMERGENCY
(ER) EXISTING RELOCATED

EMT ELECTRICAL METALLIC CONDUIT

EVD ELECTRIC VEHICLE DISPENSER

EVCS ELECTRIC VEHICLE CHARGING STATION
(F) FUTURE

FACP FIRE ALARM CONTROL PANEL

FAPS FIRE ALARM POWER SUPPLY

FATC FIRE ALARM TERMINAL CABINET
GA. GAUGE

GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HP HORSEPOWER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING
HZ. HERTZ (CYCLES/SEC)
Isc SHORT CIRCUIT CURRENT (AMPS)

ISO ISOLATED

K THOUSAND

KV KILO VOLT

KVA KILO VOLT AMPERE

KW KILO WATT

KWH KILO WATT HOUR
LT. LIGHT

LV LOW VOLTAGE
MAX. MAXIMUM

MDF MAIN DISTRIBUTION FRAME
MFR. MANUFACTURER
MIN. MINIMUM
MTD. MOUNTED

N NEUTRAL
(N) NEW

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION
N.I.C. NOT IN CONTRACT

NL NIGHT LIGHT

NM NON-METALLIC CABLE

PCS POWER CHARGING SYSTEM

PFB PROVISIONS FOR FUTURE CIRCUIT

BREAKER

PH PHASE
(R) REMOVE
(RE) RELOCATE EXISTING
RCPT. RECEPTACLE

RSVL ROSEVILLE
S.M.S SHEET METAL SCREW

SWBD SWITCHBOARD

SYS SYSTEM

TV TELEVISION
TYP. TYPICAL

TVSS TRANSIENT VOLTAGE SURGE

SUPPRESSION

UG UNDERGROUND

UGPB UNDERGROUND PULLBOX

UL UNDERWRITERS LABORATORY

UNO / UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UP UNDERGROUND PRIMARY VAULT

USEC UNDERGROUND SECONDARY VAULT

V VOLT(AGE)(S)

VA VOLT-AMPERES

W WIRE, WATT

WP WEATHER PROTECTED

WR WEATHER RESISTANT

XFMR TRANSFORMER

ABBREVIATIONS

DRAWING DESCRIPTIONS

ELECTRICAL SHEET INDEX
No. OF DRAWING
SHEETS No.
3 2
1 E0.01 ELECTRICAL SHEET INDEX, SYMBOL LIST, ABBREVIATIONS, AND GENERAL NOTES 4 E2.01
5 6 E3.01 "PCS" ELECTRICAL DETAILS
ONE-LINE POWER DIAGRAM "MSBB" (BUS)
7 E3.02 ELECTRICAL DETAILS
E2.02
8 PANEL SCHEDULES
E1.02 PARTIAL SITE PLAN - ELECTRICAL REMODEL
ONE-ARM BRACKET LUMINAIRE, WITH POLE AND BASE. (LETTER "X" INDICATES TYPE, "a" DENOTES SWITCH FUNCTION, "ABC-#" INDICATES PANEL AND CIRCUIT NUMBER - TYPICAL FOR ALL LUMINAIRES UNLESS NOTED OTHERWISE).

TWO-ARM BRACKET LUMINAIRE, 180 DEGREE ANGLE, WITH POLE AND BASE SYMBOL LIST NOTES:

CONDUIT RUN CONCEALED IN CEILINGS OR WALLS. NUMBER OF HASH MARKS DENOTES QUANTITY OF WIRES. CURVED HASH MARK DENOTES QUANTITY OF #12 GREEN GROUND WIRES. CONDUCTORS OTHER THAN #12 ARE INDICATED ON PLANS. NO HASH MARKS DENOTES 2 #12 AWG AND 1 #12 GREEN GROUND IN 1/2" CONDUIT. TYPICAL FOR ALL CONDUITS.

CONDUIT RUN UNDERFLOOR OR UNDERGROUND MINIMUM 1" DIAMETER.

CONDUIT HOMERUN TO PANELBOARD, SWITCHBOARD OR TERMINAL CABINET

EXISTING CONDUIT AND WIRING
EXISTING CONDUIT RUN CONCEALED IN CEILINGS OR WALLS. NUMBER OF HASH MARKS DENOTES QUANTITY OF EXISTING WIRES. CURVED HASH MARK DENOTES QUANTITY OF EXISTING GROUND WIRES.

CONDUIT WITH CAP

CONDUIT STUB WITH INSULATED BUSHING
EXISTING CONDUIT TO BE REMOVED OR ABANDONED, REMOVE WIRES. COORDINATE WITH OWNER.

ELECTRICAL SYMBOL LIST
E3.03 ELECTRICAL DETAILS
E3.04
ABC-#
X
DUPLEX CONVENIENCE OUTLET - NEMA 5-20R +18" AFF TYPICAL FOR ALL CONVENIENCE

OUTLETS, UNLESS NOTED OTHERWISE (OUTLETS ABOVE COUNTER MOUNTED HORIZONTALLY AT +44" AFF UNO, TV OUTLETS AT +72" AFF UNO, "+XX" INDICATES MOUNTING HEIGHT OTHER THAN 18", "ABC-#" INDICATES PANEL AND CIRCUIT NUMBER - TYPICAL FOR ALL OUTLETS UNLESS NOTED OTHERWISE).
+XX"
ABC-#
PB# ELECTRICAL PULL BOX. "PB#" INDICATES SIZE CORRESPONDING TO PULL BOX SCHEDULE.

DRAWING SHEET NUMBERED NOTE DESIGNATION - APPLIES TO NUMBERED NOTE ON SAME SHEET
DRAWING PLAN OR DETAIL DESIGNATION - "1" OR "A" DENOTES PLAN OR DETAIL NUMBER, "E-1" DENOTES SHEET NUMBER
T ELECTRICAL TRANSFORMER. RATING PER SPECIFICATIONS.
1 1
E1

1. "ABC-#" INDICATES PANEL AND CIRCUIT NUMBER.

2. MINIMUM CONDUCTOR SIZE FOR 120V BRANCH CIRCUITS SHALL BE #12 AWG. AT A MINIMUM ALL BRANCH CIRCUITS SHALL CONTAIN 3/4"C, 2#12 AWG AND 1#12 GND UNLESS OTHERWISE INDICATED.

3. EXISTING ELECTRICAL EQUIPMENT, OUTLETS, AND DEVICES ARE SHOWN THE SAME AS NEW, EXCEPT LIGHTLY AND ACCOMPANIED BY (E). SUCH ELECTRICAL EQUIPMENT, OUTLETS, AND DEVICES ARE TO REMAIN AS IS, UNLESS OTHERWISE NOTED ON PLAN OR SPECIFICATION.

4. VERIFY ON SITE THAT ALL PANELBOARDS HAVE MINIMUM WORKING SPACES PER CODE AND THAT THE

DEDICATED PANELBOARD SPACES ARE CLEAR OF ALL DUCTS, PIPING, AND EQUIPMENT FOREIGN TO THE PANEL BOARDS. NOTIFY THE ENGINEER FOR CORRECTIVE ACTION IN THE EVENT THAT FOREIGN OBJECTS IMPEDE THE DEDICATED PANELBOARD AREAS.

5. WHERE CONDUIT STUB IS INDICATED, PROVIDE CONDUIT WITH BUSHING AT THE END OF CONDUIT AND PULL ROPE INTO ACCESSIBLE CEILING AREA.

ELECTRIC VEHICLE DISPENSER & BOLLARDS WITH WORKING CLEARANCE SHOWN.

DUAL ELECTRIC VEHICLE CAR CHARGER WITH BOLLARDS

CONDUIT TURNED AND RISED UP

CONDUIT TURNED AND DROPPED DOWN
ELECTRIC POWER CABINET SYSTEM WITH WORKING CLEARANCE SHOWN.

USE EXTREME CAUTION WHEN DIGGING TO AVOID BURIED UTILITY CABLES, CONDUITS, AND PIPING. CALL "UNDERGROUND SERVICE ALERT" (U.S.A.):
811 or 1-800-642-2444
TWO WORKING DAYS BEFORE DIGGING TO VERIFY UNDERGROUND UTILITIES. ** UNDERGROUND DIGGING CAUTION **

AREA CONTAINS EXISTING POWER AND SINGLE CONDUITS/CONDUCTORS AND THE LOCATIONS ARE UNKNOWN. THE CONTRACTOR SHALL USE GROUND

PENETRATING RADAR (GPR) TO IDENTIFY UNDERGROUND INFRASTRUCTURE (CONDUITS AND PIPES) AND HAND DIG OR USE HYDRO VACUUM EXCAVATION AROUND EXISTING UNDERGROUND INFRASTRUCTURE (CONDUITS AND PIPES).

GROUND PENETRATION RADAR (GPR)
9 ELECTRICAL DETAILS
10 E4.01 ELECTRICAL SPECIFICATIONS
11 E4.02 ELECTRICAL SPECIFICATIONS
E1.03 ENLARGED SITE PLAN - ELECTRICAL REMODEL

ELECTRICAL SHEET INDEX, SYMBOL LIST, ABBREVIATIONS AND

GENERAL NOTES
E0.01
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

NUMBERED NOTES
OWNER FURNISHED CONTRACTOR INSTALLED CHARGER SYSTEMS PCS4 THRU PCS11. SEE ONE-LINE FOR SIZES AND QUANTITIES. SEE "PCS" FOUNDATION DETAILS ON SHEET E3.04.

EXISTING GROUNDING RING.

NOTE NOT USED
SEE "EVD" DETAILS ON ELECTRICAL DETAIL SHEETS. MULTIPLE CONDUIT STUBS FOR DISPENSERS, SEE ONE-LINE FOR SIZES AND QUANTITIES.

NOTE NOT USED.

EXISTING TRAFFIC BOLLARDS.

NOTE NOT USED.

SEE ONE-LINE POWER DIAGRAM FOR CONDUIT AND CONDUCTOR SIZES/QUANTITIES.

CREATE A PLACARD IDENTIFYING EACH SERVICE ON THE PREMISE AND PLACE ON ALL SERVICES.

PROVIDE NAMEPLATE AND UPDATED TYPED, LAMINATED PANEL SCHEDULES AT PROJECT COMPLETION PANEL SCHEDULE. PROVIDE NAMEPLATE ON ALL NEW AND EXISTING PCS'S AND EVD'S PER ELECTRICAL SPECIFICATION 1.13. NAMEPLATES, PANEL SCHEDULE, CIRCUIT BREAKER LABELS, AND ALL OTHER ELECTRICAL EQUIPMENT IDENTIFICATION CANNOT BE HANDWRITTEN.

PROVIDE TWO EV CHARGING STATIONS (FORD PRO FPC-AC0048ZC-U) AND PEDESTAL (FORD PRO FPC-P00096DZ-UAA).

PROVIDE 1"C. WITH (2) CAT 6E CABLES TO EACH LEVEL 2 PEDESTAL.

MAINTAIN CEC REQUIRED 3FT OF WORKING CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT.

POSITION EQUIPMENT SO CLEARANCE IS MET.
1 2
3 4
5 6
7 8
9 10
1 11
2 2
2 12

EXISTING WET UTILITIES NOTE
ALL WET UTILITY LINES SHOWN ON DRAWING ARE FOR REFERENCE ONLY.

SD = EXISTING STORM DRAIN LINE
W = EXISTING WATER LINE
IRR = EXISTING IRRIGATION LINE
COORDINATE ELECTRICAL WORK WITH ALL EXISTING CONDITIONS. SEE SHEET E0.01 FOR UNDERGROUND DIGGING & GROUND PENETRATION RADAR INSTRUCTIONS. 2 (N) MAIN SWITCHBOARD
"MSBF" (FLEET)
(N) ROSEVILLE UTILITY

TRANSFORMER TA GR
2 TYP.
1 S2
(N) (4) 2"

CONDUITS TO
"MSBF"
(N) (9) C.O.'S FOR FUTURE

EVCS STATIONS TO
PB36 TO "MSBF"
PB17
TO PED "SP"
MSBF-56 SP-4
(N) POLE LIGHT WITH
(N) GFCI, WP/WR RECEPTACLE, TYP.
4 5
SP-4
S2
MSBF-56

EVCS EVCS EVCS EVCS EVCS EVCS EVCS EVCS
EVCS
34A/B
(F)
EVCS
35A/B
(F)
T
3 10
10 10
PB11
11 12
12 13
GR

CONTINUE GROUND SYSTEM
FROM
14 SHEET E1.02.
15 (ER) WORKING
CLEARANCE.

TYPICAL.
16 16
1B
1C
1A
2B
2C
2A
3B
3C
3A
4B
4C
4A
5B
5C
5A
6B
6C
6A
7B
7C
7A
10C
8B
8C
8A
9B
9C
9A
10B
10A
W
W
W
W
W
W
W
W
W W W
(E) POLE LIGHT WITH
(E) GFCI, WP/WR RECEPTACLE,
TYP.

EV CHARGING
DISPENSER, TYP.

GR
TA
2 GR
PB11
(E) (2) 2" C.O.

TO "MSBF"
(E) CONDUITS

AND FEEDERS
& (N) FEEDERS

TO (E) UGPB
"PB78-B"
(E) CONDUITS AND (N)

FEEDERS TO (E) UGPB
"PB78-A".
(E) CONDUITS AND (N)

FEEDERS TO (E) UGPB
"PB78-A".
40'-0"
40'-0"
40'-0"
S2
S2
S2
S2
S2
S2
40'-0"
40'-0"
40'-0"
PB11
(E) CONDUITS AND

FEEDERS TO UGPB
"PB78-A".
(E) CONDUITS AND

FEEDERS TO UGPB
"PB78-B"
LV-2
LV-2
LV-4
LV-4
LV-6
LV-6
(E) UNDERGROUND

DUCT BANK
(N)
(N)
SP-2
SP-2
SP-3
SP-3
SP-2
SP-2
(E) UNDERGROUND

DUCT BANK
(E) T-4489
PCS4 EVD-A
PCS4 EVD-B
PCS4 EVD-C
PCS5 EVD-A
PCS7 EVD-A
PCS6 EVD-A
PCS7 EVD-B
PCS6 EVD-B
PCS5 EVD-B
PCS8 EVD-C
PCS9 EVD-C
PCS8 EVD-D
PCS9 EVD-D
PCS10 EVD-C
PCS11 EVD-C
PCS10 EVD-D
4 (E) PCS1
MSBB-1
(E) PCS2
(E) PCS3
EVCS
36A/B
MSBB-2
(E) GND 4
8 (E) GND
(E) GND
4 4
4 4
4 4
4 4
4 4
4 4
4 4
(N)
(N)
(N)
(N)
(N)
(N)
(N)
T
(E) MAIN SWITCHBOARD
"MSBB"
(E) ROSEVILLE UTILITY

XFMR & CONCRETE PAD
S2
PB78-A PB78-B
6 (E) METERED
PEDESTAL "SP"

FOR LIGHTING
XA

GR TA EVCS
37A/B
(F)
(F)
TYP. ALL
TA
MSBB-3
8 8
PB11
PB11
(E) GND
(E) GND
PB48
(E) GND
PB48
T
1 (N) (8) 150KW CHARGING SYSTEMS
(E)
(E)
(E)
(E)
PB48
PB48
PB48
PB48
PB48
PB48
PB48
PB48
PB48
GR GR
(E)
(E) (E)
(E)
(E) (E)
(N)
(E)
(E)
(E)
(N)
(N)
(N)
(N)
(N)
(N)
(E) GND
(E) GND
(E) GND
TA
(E)
(E)
XA
GR
SP-2
9 12" TYP

WORKING
CLEARANCE.

TYPICAL.
(E) STUB (2) 2" C.O. FROM PANEL "LV" FOR
FUTURE DATA CABINET.
(E) UNDERGROUND PULL BOX WITH

PCS GROUNDING CONNECTIONS
PCS5
PCS7
PCS6
PCS10 PCS4
PCS11
PCS9
7 TYP.

OF (8)
4 4
(N)
(N)
4 4
(N)
(N)
PCS11 EVD-D
4 (N)
PCS8
EQUIPMENT SCHEDULE FOR PCS4-11

EQUIPMENT

TAG DESCRIPTION QTY MANUFACTURER
(OR EQUAL) ENCLOSURE MODEL NUMBER VOLTAGE AMPS (A)
PCS

HEAVY VEHICLE
CHARGER 150kW 8 ABB NEMA 3R 6AGC081325 480/277VAC 198

SEQUENTIAL

CHARGING

PACKAGE
8 ABB - 6AGC069251 - - ROBUSTNESS
PACKAGE - ABB - 4EPY420137R1 - - LONG DISTANCE
PACKAGE 8 ABB - 4EPY420127R1 - - ONE-TIME
SERVICE:

ACTIVATION FEE
PER HVC*
8 ABB - Project-EVCI - -

PCS EVD

DEPOT CHARGE

BOXES WITH

LONG CABLE
25 ABB NEMA 3R 6AGC080140
MAX DC
OUTPUT:
850VDC
200
METAL
PEDESTALS 25 ABB NEMA 3R 6AGC069024 - - CABLE

MANAGEMENT

SYSTEMS
25 ABB NEMA 3R XT4-BUS-002 - - CONNECTIVITY -

CHARGER
CONNECT**
25 ABB - 6AGC064781 - - EVE
PLATFORM*** 25 ABB - 4EPY450059R1 - - *SEE "COMMISSIONING TEST NOTES" FOR SCOPE. **CONNECTIVITY FEE PER YEAR PER CHARGER. INCLUDES GSM CONNECTIVITY, CELLULAR DATA PLAN, LIVE SOFTWARE UPDATES AND 24/7 NOC MONITORING (PER YEAR PER STATION). ***EVE PLATFORM MUST BE INCLUDED TO MEET SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) REQUIREMENT TO TRACK SPECIFIC ENERGY USAGE OF EACH ELECTRIC VEHICLE DISPENSER.

GENERAL NOTES

1. ELECTRICAL DESIGN IS BASED ON EQUIPMENT LISTED. PROVIDED LISTED EQUIPMENT OR EQUAL.

2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING EQUIPMENT THAT MEETS DESIGN INTENT. WHEN SELECTING

OR EQUAL EQUIPMENT THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REVISED DRAWINGS, ALL DOCUMENTATION, AND CALCULATIONS.
(E) GND
PCS1 EVD-A
PCS2 EVD-A PCS1 EVD-B
PCS2 EVD-B
PCS1 EVD-C
PCS2 EVD-C
PCS3 EVD-A
PCS3 EVD-B
PCS3 EVD-C
PIV
TS TS

PIV PIV
TS
(E) CONDUIT
(E) CONDUIT
PCS8
PCS9 EVD-B
PCS10 EVD-A
PCS11 EVD-A
12" DEEP TRENCH OUTSIDE OF THE DRIVE
AISLES WITH NO VEHICULAR TRAGIC. 4"

THICK CONCRETE AND PVC COATED RIGID
CONDUIT. SEE DETAIL "5/E3.02". HAND DIG
OR USE HYDRO VACUUM EXCAVATION.
(E) GND
(E) GND
(E) GND
(E) GND
(E) GND
(E) GND
(E) GND
(E) GND (E) GND
(N) PEDESTAL "9/10"
(N) TRANSFORMER "9/10"
403
9/10-14,16
403
9/10-10,12
403
9/10-6,8
403
9/10-2,4
403
7/8-14,16
403
7/8-10,12
403
7/8-6,8
403
7/8-2,4

FLEET PARKING LOT
T

OWNER FURNISHED CONTRACTOR INSTALLED AND COMMISSION
EVD-A
4 PCS9 EVD-A
(N)
PCS10 EVD-B
4 (N)
PCS11 EVD-B
4 (N)
(E) CONDUIT STUBS
(E) CONDUIT STUBS
12" DEEP TRENCH OUTSIDE OF THE DRIVE AISLES WITH
NO VEHICULAR TRAGIC. 4" THICK CONCRETE AND PVC
COATED RIGID CONDUIT. SEE DETAIL "5/E3.02". HAND
DIG OR USE HYDRO VACUUM EXCAVATION.
(E) PB48
1-1/2" MAIN CONDUIT TO
JUNCTION BOX AND 1"
CONDUIT TO EACH LEVEL 2
CHARGER BASE.
403
7/8-13,15
403
7/8-9,11
403
7/8-5,7
403
7/8-1,3
8 403
9/10-1,3
12 12
403
9/10-5,7
403
9/10-9,11
403
9/10-13,15
1" CONDUIT DAISY

CHAIN TO EACH LEVEL
2 CHARGER BASE.
10 10
10 10
10 10
10 (E)
1 E1.03
2 DATA JUNCTION BOX,
CHRISTY N16

DATA JUNCTION BOX,
CHRISTY N16
1-1/2" CONDUIT FROM

EXISTING BOX TO NEW

PULLBOX
2 2
2 (N)
(N) OWNER PROVIDED CONTRACTOR

INSTALLED - FIELD DATA SWITCH
NEXT TO (E) PB48. INSTALL (N) WR/WP
QUAD FOR DATA SWITCH POWER.

CIRCUIT TO PEDESTAL "9/10-17" WITH
1"C., 2#10 & 1#10 GND.
11 2
11 11
11 2
2 2
2 2
2 EVD
LV2-4
2 EVD
LV2-3
2 4
(N) PCS8 EVD-B
EVD
LV2-2 2
EVD
LV2-1
(E) CONDUITS AND
(N) FEEDERS TO
(E) UGPB "PB78-B" 8
(N) PEDESTAL "7/8"
(N) TRANSFORMER "7/8"
12 12
EVD
LV2-6
2 2
EVD
LV2-8
2 EVD
LV2-7
2 10
LV2-5 2
EVD
(N) EQUIPMENT PAD
- SEE CIVIL DWGS
8 8
2 T
8 8
2 (N) EQUIPMENT PAD
- SEE CIVIL DWGS

PARTIAL SITE PLAN - ELECTRICAL REMODEL
E1.02
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2 SCALE : 3/32" = 1'-0"
1 PARTIAL SITE PLAN - ELECTRICAL REMODEL
E1.02

NUMBERED NOTES
OWNER FURNISHED CONTRACTOR INSTALLED CHARGER SYSTEMS PCS4 THRU PCS11. SEE ONE-LINE FOR SIZES AND QUANTITIES. SEE "PCS" FOUNDATION DETAILS ON SHEET E3.04.

EXISTING GROUNDING RING.

EXISTING TRAFFIC BOLLARDS.

NOTE NOT USED.

CREATE A PLACARD IDENTIFYING EACH SERVICE ON THE PREMISE AND PLACE ON ALL SERVICES.

PROVIDE NAMEPLATE AND PANEL SCHEDULE. PROVIDE NAMEPLATE ON ALL NEW AND EXISTING PCS'S AND EVD'S.

WORK CLEARANCE AND DOOR SWING. TYPICAL.
1 2
GR
TA
2 GR PB11
3 4
5 MSBB-1
MSBB-2
T
(E) MAIN SWITCHBOARD "MSBB"
(E) ROSEVILLE UTILITY

XFMR & CONCRETE PAD
S2
PB78-A PB78-B
3 (E) METERED PEDESTAL "SP" FOR LIGHTING
XA
GR
TA
EVCS
37A/B
(F)
(F)
TYP. ALL
TA
MSBB-3
GR
GR
(E) (E) (E)
(E) (E) (E)
TA
XA
GR
SP-2
5 (E) STUB (2) 2" C.O. FROM PANEL "LV" FOR FUTURE DATA CABINET. (E) UNDERGROUND PULL BOX WITH PCS GROUNDING CONNECTIONS 1 PIV
TS TS

PIV PIV
TS
(E) CONDUIT
(E) CONDUIT
PCS7
PCS11
PCS6
PCS10
PCS5
PCS9
(E) PCS3
(E) PCS1
(E) PCS2
12" TYP
PCS8
EVCS
36A/B
(E)
6 6
(E) POLE LIGHT
LV-8
(N) 120V SERVICE

RECEPTACLE
1 1
1 1
1 PANEL "LV"

SECTION

W/ XFMR
4 PCS4 1
1 (N) (8) 150KW CHARGING SYSTEMS
SCALE : 1/4" = 1'-0"
1 ENLARGED SITE PLAN - ELECTRICAL REMODEL
E1.03
2 2
2 ENLARGED SITE PLAN - ELECTRICAL REMODEL
E1.03
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

NO SCALE
1 ONE-LINE POWER DIAGRAM (E) "MSBB" (BUS)
E2.01
GROUND

NEUTRAL

NEUTRAL

DISCONNECT
LINK
480Y/277 VOLT, 3 PHASE, 4 WIRE, 2500A BUSSING, 100 kAIC RATING 2500/3
MAIN SWITCHBOARD "MSBB" (BUS)
30/3
ARMS
GFP

NUMBERED NOTES
CONNECT TO EXISTING GROUNDING TO NEW ELECTRICAL EQUIPMENT.

U.G.

TERMINATION

SERVICE
(E)

ROSEVILLE

UTILITY
XFMR

GR TA GR
GND
RING

1. ELECTRICAL DESIGN BASED ON ABB HTC 150 DESIGN
DOCUMENTS.

2. NOMENCLATURE FOR POWER BLOCK CHARGERS AND
DISPENSERS IS AS FOLLOWS:

PCS1 = POWER CHARGING SYSTEM 1.

PCS1 EVD-A = CHARGING STATION 1 ELECTRIC VEHICLE
DISPENSER A.

3. PROVIDE ARC FLASH LABELS ON ALL EQUIPMENT PER ELECTRICAL SPECIFICATIONS.

PANEL
"LV"

DRY TYPE
XFMR "T1",
30kVA,
208Y/120V,
3PH, 4W
50/3
125/3
TA
GND
RING
GND
RING
GND
RING
250/3

COMMISSIONING TEST NOTES
PROVIDE ABB COMMISSIONING AND SITE ACCEPTANCE. TEST MUST INCLUDE:

1. VERIFYING INSTALLATION IS CORRECT.

2. VERIFYING POWER SUPPLIED TO THE EQUIPMENT IS CORRECT.

3. VERIFYING THERE HAS BEEN NO DAMAGE OR LOOSE WIRES OR BOARDS FROM SHIPMENT/INSTALLATION.

4. POWERING UP THE EQUIPMENT.

5. PERFORMING LATEST SOFTWARE UPDATES AS WELL AS ANY OCPP INTEGRATIONS, ETC.

6. TESTING SCHEDULE TO ENSURE VEHICLE AND CHARGER
OPERATION IS SUCCESSFUL.
(E) PCS1
(150KW)
(E) PCS2
(150KW)
(E) PCS3
(150KW)
250/3 250/3
PROVISIONS FOR C.T.

AND METERING TO MEET

ROSEVILLE ELECTRIC

REQUIREMENTS
(N)
PCS4
(150KW)
1 1
GND
E202 (N) EVD-CE202 E2503 EVD-C EVD-B EVD-A

GENERAL NOTES
250/3 250/3
1 2 3 4 11 12
250/3
SPARE
13 (N)
50/3
14 15
TO
LV-1
TO
GND
RING
TO
GND
RING
250/3
5 250/3
6 250/3
7 (N)
PCS8
(150KW) GND
250/3
8 (N) EVD-B (N) EVD-A EVD-C
TO
LV-3
GND
TO
LV-5
E1000 (N) EVD-B (N) EVD-B (N) EVD-B (N) EVD-D
(N)
PCS9
(150KW)
1 GND
250/3
9 E202
(N)
PCS10
(150KW)
1 GND
250/3
10 E202
TVSS
250kA
(N)
PCS11
(150KW)
1 GND EVD-B EVD-A EVD-C EVD-B EVD-A (N) EVD-A (N) EVD-A (N) EVD-A E202 E202 (N) EVD-C (N) EVD-B E202 E202 E202 E202

GND GND GND GND GND
GND

GND GND GND GND GND GND GND GND GND GND GND GND GND
1 1 1 1 1 1 1 1 1 1 1
1 GND GND1 1
1 GND
GND
1 1 GND
TO
GND
RING
TO
GND

RING (N) EVD-D (N) EVD-C (N) EVD-B (N) EVD-D (N) EVD-C (N) EVD-B (N) EVD-C (N) EVD-B (N)
PCS5
(150KW)
(N)
PCS6
(150KW)
(N)
PCS7
(150KW)
TO
LV-9
TO
LV-11
TO
LV-13
TYP.

OF 2
1 TYP.
1 OF 2
TYP.

OF 2
GND

CONNECT TO
"SP" GROUND
RING.

CONNECT TO
"MSBF"
GROUND
RING.
#3/0 B.C.

GROUND RING,
TYPICAL.
#3/0 B.C.

GROUND
RING,
TYPICAL.
1 1 1
E202 E202 E202
GND
1 GND
1 1
GND
TO
LV-7
TO
LV-15
TO
LV-17
TO
LV-19
TO
LV-21
E202 E202 E202 E202 E202 E202 E202 E202
(E) 4 #2 &
1 # 6 GND
(E) 4 #8 &
1 # 10 GND
250ET4
250ET4
300DC
300DC
1000
202
25004 2503 2503 2503
202 202 202
(N)

PEDESTAL
7/8
(N)
50/3
(N)

PEDESTAL
9/10
E503
1254
(N) DRY TYPE
XFMR "9/10",
30kVA,
208Y/120V, 3PH,
4W NEMA 3R
(N) DRY TYPE
XFMR "7/8",
30kVA,
208Y/120V, 3PH,
4W NEMA 3R
110/3 110/3 E202
GND
1 (N) EVD-D (N) EVD-A
E202
GND
1 (N) EVD-A
E202
GND
1 (N) EVD-A
E202
GND
1 (N) EVD-A E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E250ET4 E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC E300DC (E)
(E)
(E)
(E)
(E)
250ET4
300DC
1000
(E)
(E)
(E)
250ET4
300DC
1000
(E)
(E)
(E)
250ET4
300DC
202
250ET4
300DC
202
250ET4
300DC
202
250ET4
300DC
202
250ET4
300DC
202
(E) (E) (E)
(E) (E)
E300DC
E250ET3
E1000
E300DC
E250ET3
E1000
E300DC
E250ET3
E1000
E300DC
E250ET3
E1000
E300DC
E250ET3
E1000
E300DC
E250ET3
E1000
E300DC
E250ET3
E1000
E300DC
E250ET3 E2503 E2503 E2503 E2503 E2503 E2503 E2503
(E) (E) (E) (E) (E) (E)
(E) UGPB
(E) UGPB
1254
E503
503 503
2 2
GND
ONE-LINE POWER DIAGRAM "MSBB" (BUS)
E2.01
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

2 2
2 2
2 2
2 2
2 PANEL SCHEDULES
E2.02
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

NO SCALE
1 OVERVIEW OF TYP. ELECTRICAL CONNECTIONS
E3.01
L1
GND
(N) PCS
(150 KW)
DC OUT
GND

GROUND ROD
(N) PANEL
"LV"
(N) MAIN

SWITCHBOARD
"MSBB"
+
- +- DC IN
+
- DC OUT
+
- DC IN
+
- DC OUT
GND

GND GND
L2
L3

COMMUNICATION

INTERLOCK ETHERNET CAN (OPTICAL FIBER) INTERLOCK AC POWER SUPPLY OUT
IN
(N) EVD-C
(N) EVD-B GROUND GROUND GROUND
L
N

GROUND GND

NO SCALE
4 TYPICAL "PCS" CHARGER PEDESTAL ELEVATION
E3.01

LIFTING POINTS FOR
M16 EYEBOLTS (TYP.
708 OF 4).
[27.9]
770
[30.3]
1108 [43.6]
1170 [46.1]

TOP VIEW

FRONT VIEW SIDE VIEW
2030
[79.9]
770 [30.3]
(N) PCS UNIT
(N) PROVIDE EQUIPMENT

IDENTIFICATION

NAMEPLATE PER

ELECTRICAL

IDENTIFICATION
SPECIFICATION.

EMERGENCY
STOP
BUTTON

NO SCALE
5 BUTTON SIGNAGE
E3.01
NOTE:

1. PER ELECTRICAL SPECIFICATION.

2. PLACE ON ALL EVD UNITS.

3. RED BACKGROUND.

4. WHITE LETTERING.

5. MINIMUM 1" LETTER HEIGHT.

6. ALL CAPITAL LETTERS.

7. SHANNON OR SIMILAR FONT, NON-BOLD.

8. REFLECTIVE WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT. (DURABLE ADHESIVE MATERIALS MAY MEET THIS
REQUIREMENT).

9. WARNING LABEL SHALL APPEAR ON FRONT FACE OF EVD UNIT DIRECTLY NEAR THE EMERGENCY PUSH BOTTON. PLACE
WARNING LABEL IN THE SAME LOCATION ON EACH UNIT.

EMERGENCY STOP
SCALE : NONE
2 "PCS" FOUNDATION DETAIL
E3.01

0.79"

9.06"

41.34"

2.36"

15.35"

26.80"

POWER CABINET

FRONT SIDE
AC IN
DC IN

2.36"

15.35"

1. PREPARE RECTANGULAR HOLES IN THE CONCRETE AS SHOWN IN POSITIONS (B) AND (C).

THE HOLES ARE TO ALLOW ROOM FOR CABLE BENDING AND SHOUD HAVE SUFFICIENT DEPTH.

2. SELECT CONDUIT LOCATIONS WITHIN THE HOLES IN A WAY TO SATISFY THE LOCAL REQUIREMENTS FOR CABLE BENDING, ESPECIALLY FOR THE AC INPUT AND DC INPUT CABLES.

3. ENSURE CABLING BETWEEN THE CONDUIT EXIT WITHIN THE HOLES AND INTO THE POWER CABINET'S CABLE ENTRY PLATE COMPLIES WITH THE LOCAL CODES.

A
A
A
A

CONCRETE PAD PER

PLAN AND EQUIPMENT
B (15.40" x 9.06")
C (15.40" x 9.06")

GROUND ROD
1 1
1 +
- DC IN
+
- DC OUT

GND GND ETHERNET CAN (OPTICAL FIBER) INTERLOCK AC POWER SUPPLY OUT
IN
(N) EVD-A GROUND

GROUND ROD
1 3
E3.01
1"C.O. SPARE
EXISTING CONDUITS WITH NEW CABLES.

TO PANEL "LV"
2 CONNECT

TO LOCAL
GROUND
BAR.
1"C.O. SPARE
1 (TYP.)
1 8" MIN

TYP (E) GRADE
6" CONC SLAB WITH #4 AT 18"CC
TYP. EA. WAY 6"
3"CLR
TYP
STANDARD HOOK, TYP.
(N) EQUIPMENT

ANCHORAGE

NO SCALE
3 TYPICAL "PCS" EQUIPMENT PAD DETAIL
E3.01 12" MIN
10"
TYP

COUPLING

TRANSITION FROM
PVC TO GRC.

WRAPPED GRC
SEE ONE-LINE DIAGRAM FOR CONDUIT AND CONDUCTOR SIZE/QUANTITY.

SEE SHEET E1.02 FOR GROUND ROD LOCATIONS.
1 2

GENERAL NOTES

1. ABB 150KW HEAVY VEHCILE CHARGER (HVC) IS THE BASIS OF DESIGN. DETAILS SHOWN ON THIS SHEET ARE INSERTED FROM THE ABB INSTALLATION GUIDE AND MUST BE COORDINATED WITH EXISTING FIELD CONDITIONS.

2. DIMENSIONS ARE SHOWN IN MILIMETERS AND [INCHES] IN BRACKETS. 1 1
1 1
1 1

NUMBERED NOTES

EXISTING CONDUITS

WITH NEW CABLES
"PCS" ELECTRICAL DETAILS
E3.01
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

NO SCALE
1 TYP. CONDUIT TRENCHING DETAIL
E3.02
8" TYPICAL AT
EXISTING PAVING 24" MIN. 2" MIN.
2" MIN. 6" MIN. 18" MIN.
18"
ELECTRICAL CONDUITS PER PLAN 1" MIN.

CLEARANCE BETWEEN CONDUITS

GRADED SAND
SIGNAL CONDUITS PER PLAN 1" MIN.

CLEARANCE BETWEEN CONDUITS

GRADED SAND
CONDUIT TRACER - 2" TO 4" ABOVE
CONDUIT. SETON 85517 OR EQUAL.

BACKFILL NATIVE SOIL. UNDER PAVING COMPACTION TO: TOP 6" AT 95% MIN. RELATIVE COMPACTION BALANCE - 90% MIN.

OTHER AREAS: 90% MIN. RELATIVE COMPACTION OF ORIGINAL.

PROVIDE REPORT TO INSPECTOR OF RECORD, SEE CIVIL PLANS. (N) SURFACE (ASPHALT, CONCRETE, DIRT,
ETC.) TO MATCH (E) IN QUALITY AND
COLOR (FOR DIRT RESEED). PROVIDE

EXPANSION JOINTS AT CONCRETE WALK
TO ALIGN WITH EXISTING, SEE CIVIL PLANS.

MINIMUM 2" SAND PAD GRADED SAND OR BACKFILL NATIVE SOIL UNDER PAVING PROVIDE 3/4" CLASS 2 AGGREGATE
BASE COMPACTED TO 95% MIN. RELATIVE
COMPACTION.

CADWELD CONNECTION LIST CADWELD CONNECTIONS

SYMBOL GR
ITEM
SCALE : NO SCALE
3 CADWELD CONNECTIONS
E3.02
GR
TA

CADWELD DESCRIPTION TA

GROUND ROD

T-CONNECTION

NO SCALE
4 EXISTING EVD CONDUIT UNDERGROUND DETAIL
E3.02

NO SCALE
2 GROUND ROD AND BOX DETAIL
E3.02
GRADE
(1) 2.5", (1) 3", (1) 1" C.

EVD

UNDERGROUND

PULL BOX/LID
A B

UNDERGROUND
C

PULL BOX/LID
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.

EVD
EVD

EVD EVD
EVD
A B C
GRADE
(1) 2.5", (1) 3", (1) 1" C.

EVD

UNDERGROUND

PULL BOX/LID
A B C
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C. (1) 2.5", (1) 3", (1) 1" C. (1) 2.5", (1) 3", (1) 1" C.

EVD
EVD

EVD EVD
EVD
A B C
(1) 2.5", (1) 3", (1) 1" C. FROM PCS
(1) 2.5", (1) 3", (1) 1" C. FROM PCS
(1) 2.5", (1) 3", (1) 1" C. FROM PCS
(1) 2.5", (1) 3", (1) 1" C. FROM PCS
(1) 2.5", (1) 3", (1) 1" C.
(1) 2.5", (1) 3", (1) 1" C.

PROVIDE SHOP DRAWINGS FOR EQUIPMENT LAYOUT AND UNDERGROUND CONDUITS.

XA X-CONNECTION
XA

PRE CAST CONCRETE BOX
"CHRISTY" #F8BOX AND
#F8D CONCRETE LID
MARKED "GROUND ROD"

CONCRETE FOOTING

TO SEAT BOX
12" LAYER
OF PEA
GRAVEL
3/4" x 10' COPPER CLAD

STEEL GROUND ROD

BARE GROUNDING CONDUCTOR

FROM GROUND ROD TO
GROUNDING RING.
24" MINIMUM

FINISHED GRADE

CADWELD OR

IRREVERSIBLE

CONNECTION TO
GROUND ROD. SEE DETAIL
"3/E3.02".

NO SCALE
5 TYP. CONDUIT TRENCHING DETAIL
E3.02
2" MIN. 12" MAX.
8"

PVC COATED RIGID CONDUITS PER
PLAN 1" MIN. CLEARANCE BETWEEN

CONDUITS

GRADED SAND
CONDUIT TRACER - 2" TO 4" ABOVE
CONDUIT. SETON 85517 OR EQUAL.

BACKFILL NATIVE SOIL. UNDER PAVING COMPACTION TO: TOP 6" AT 95% MIN. RELATIVE COMPACTION BALANCE - 90% MIN.

OTHER AREAS: 90% MIN. RELATIVE COMPACTION OF ORIGINAL.

PROVIDE REPORT TO INSPECTOR OF RECORD, SEE CIVIL PLANS. (N) CONCRETE
UNDER PAVING PROVIDE 3/4" CLASS 2 AGGREGATE
BASE COMPACTED TO 95% MIN. RELATIVE
COMPACTION.
4"
E3.02

ELECTRICAL DETAILS
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

NO SCALE
1 TYPICAL "EVCS" CHARGER ELEVATION
E3.03
TORQUE EACH NUT TO 60FT-LB.

ANCHOR BOLTS MUST EXTEND 9" [229mm] BELOW THE CONCRETE.

NOT USED.

NUMBERED NOTES
1 2
3 GENERAL NOTES

1. ABB LEVEL 2 TERRA AC IS THE BASIS OF DESIGN. COORDINATE WITH EXISTING FIELD CONDITIONS.

2. DIMENSIONS ARE SHOWN IN MILIMETERS AND [INCHES] IN BRACKETS.

SIDEWALK AREA

PROVIDE THREADED CONDUIT

COUPLER WITH SQUARE HEAD

THREADED CONDUIT PLUG,
FLUSH TO FINISH SURFACE.

COUPLING

TRANSITION FROM
PVC TO GRC.

HARDSCAPE

WRAPPED GRC
2 1

NO SCALE
2 "EVCS" FOOTING AND CONDUIT STUB DETAIL
E3.03 APPLIES TO ALL STUB-UPS FOR EVCS,

SEE SITE PLAN FOR LOCATIONS
24"x24"
(N) SURFACE CONCRETE,

TO MATCH EXISTING IN QUALITY AND
COLOR. PROVIDE

EXPANSION JOINTS AT CONCRETE WALK

TO ALIGN WITH EXISTING
#4 TOTAL 3 SETS
#4 TOTAL 3
24"

PROVIDE EQUIPMENT IDENTIFICATION,

NAMEPLATE PER ELECTRICAL

IDENTIFICATION SPECIFICATION

STUB UP WITH CONDUIT BELL
1 1 1
1 1
1 1
1 9"
[229]
E3.03

ELECTRICAL DETAILS
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

1914

75.4 1876

73.9 1813

71.4 600

23.6 O 38.1

1.5 FOR LIFTING
414

16.3 (N) EVD

CHARGING
UNIT

CENTER OF GRAVITY
1013

39.9 986

38.8 890

35.0 CABLE HANGER

CENTER OF GRAVITY
13 .5
0 .0
180

7.1 400

15.7 PEDESTAL WELDMENT
0311

NO SCALE
1 TYPICAL "EVD" CHARGER PEDESTAL ELEVATION
E3.04
"TAMPER PROOF" FASTENERS

CHARGING HANDLE RECEPTACLE

COVER PEDESTAL

EV BUS CHARGER

PROVIDE (N) EQUIPMENT

IDENTIFICATION

NAMEPLATE PER

ELECTRICAL

IDENTIFICATION
SPECIFICATION.

EMERGENCY
STOP
BUTTON

PROVIDE (N) EMGERNCY STOP

BUTTON SIGNAGE PER

ELECTRICAL IDENTIFICATION
SPECIFICATION. SEE DETAIL
"5/E3.01".

INTEGRAL EMERGENCY STOP
BUTTON.

NO SCALE
2 TYPICAL "EVD" ELECTRIC VEHICLE DEPOT BACK TO BACK FOUNDATION E3.04
(N) PASSAGE

FOR CONDUIT
(N) ELECTRIC VEHICLE DISPENSER
UNIT AND CABLE COVER.
(N) 2 1/2" PVC SCHEDULE 80

CONDUIT (CONTROLS IN/OUT)
(N) 1" PVC SCHEDULE 80 CONDUIT
(AC IN/OUT)
(N) 1" PVC SCHEDULE 80 CONDUIT
(AC IN/OUT)
(N) (4) 3/4" NOMINAL DIAMETER
EXPANSION ANCHOR BOLTS. HILTI
KWIK BOLT TZ2 (KB-TZ2) OR EQUAL.
3 3/4" MINIMUM EMBEDMENT
ICC-ES EVALUATION REPORT ESR-4266
(E) POURED CONCRETE BASE
(N) GROUND ROD
(N) 3" PVC SCHEDULE 80 CONDUIT
(DC IN/OUT WITH GND)
(N) 2 1/2" PVC SCHEDULE 80

CONDUIT (CONTROLS IN/OUT)

GENERAL NOTES

1. ABB 150KW HEAVY VEHCILE CHARGER (HVC) IS THE BASIS OF DESIGN. DETAILS SHOWN ON THIS SHEET ARE INSERTED FROM THE ABB INSTALLATION GUIDE AND MUST BE COORDINATED WITH EXISTING FIELD CONDITIONS.

2. DIMENSIONS ARE SHOWN IN MILIMETERS AND [INCHES] IN BRACKETS. 4X Ø 0.8" (EA. DISPENSER)
FOR ANCHORING 19.7"

23.6"

11.8"

15.7"

12.5"
6"

6.2"
8"
8"

MINIMUM

FOUNDATION

PAD SIZE
2"
8"
8"

INSTALLED ANCHOR DIAGRAMEFFECTIVE EMBED NOMINAL EMBED HOLE DEPTH PER REPORT

EXPANSION ANCHOR

1. 2.

3. 4.

5. POST-INSTALLED ANCHORS
305TN001
ANCHOR TYPE, SIZE & EMBEDMENT SHALL BE AS INDICATED IN DRAWINGS. POST-INSTALLED ANCHORS FOR REPAIR SHALL BE EVALUATED ON A CASE BY CASE BASIS. NOTIFY STRUCTURAL ENGINEER FOR REPAIRS.

ALL EMBEDMENT DEPTHS CALLED OUT IN DRAWINGS REFER TO EFFECTIVE EMBEDMENT UNLESS OTHERWISE NOTED. SEE DIAGRAM BELOW AND ICC REPORTS.

ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THE EVALUATION REPORT. PROVIDE MINIMUM EMBEDMENT PROVIDED IN ICC ESR REPORT UNLESS NOTED OTHERWISE.

PROVIDE SPECIAL INSPECTION AS INDICATED IN THE STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING.

WHEN INSTALLING POST-INSTALLED ANCHORS IN EXISTING CONCRETE OR MASONRY, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS.

MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. DO NOT INSTALL ANCHORS WITHIN 1 1/2" OF CMU HEAD JOINTS. DO NOT INSTALL ANCHORS IN PRESTRESSED CONCRETE ELEMENTS.

NO SCALE
3 POST-INSTALLED ANCHOR
E3.04
E3.04
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2 ELECTRICAL DETAILS

ELECTRICAL SPECIFICATIONS
PART 1 - GENERAL

1.1 REQUIREMENTS
A. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO RECONSTRUCT THE BUILDING IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24, CALIFORNIA CODE OF REGULATIONS,

A REQUEST FOR INFORMATION DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE START OF ANY WORK.

1.2 WORK INCLUDED
A. THE DRAWINGS REPRESENT THE GRAPHIC PICTORIAL PORTIONS OF THE WORK. THE WORK (MEANING ALL MATERIALS,

CONSTRUCTION METHODS, AND SERVICES NECESSARY TO COMPLETE THE TOTAL CONSTRUCTION PROJECT) SHALL BE INCLUDED IN THE CONTRACTOR'S BID. THE WORK, INCLUDING DIMENSIONS, QUALITY AND WORKMANSHIP, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

1.3 CODE COMPLIANCE
A. PERFORM ALL WORK IN ACCORDANCE WITH THE FOLLOWING CODES. THE LATEST EDITION, OR SUPPLEMENT, OR

AMENDMENT THERETO IN EFFECT AT THE TIME OF SUBMITTAL OF BID SHALL BE CONSIDERED TO BE THE ISSUE IN EFFECT (UNLESS SHOWN OTHERWISE) OF ALL APPLICABLE LAWS, CODES, AND REGULATIONS INCLUDING, BUT NOT LIMITED TO:

1. CALIFORNIA ELECTRICAL CODE (CEC)

2. CALIFORNIA BUILDING CODE (CBC)

3. CALIFORNIA FIRE CODE (CFC)

4. CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (CCR)

5. TITLE 19, CALIFORNIA CODE OF REGULATIONS, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

6. CALIFORNIA GREEN BUILDING STANDARDS CODE

7. ALL APPLICABLE STATE LOCAL CODES AND REGULATIONS

1.4 PERMITS, FEES AND INSPECTIONS
A. OBTAIN ALL PERMITS, WHICH ARE REQUIRED FOR THE WORK.

B. OBTAIN APPROVALS FROM INSPECTOR OF RECORD PRIOR TO FINAL INSPECTION BY AREA INSPECTOR AND OBSERVATION BY OWNER'S REPRESENTATIVE.

1.5 MATERIALS AND SUBSTITUTIONS
A. MATERIALS

1. ALL MATERIAL AND EQUIPMENT SHALL BE UL LISTED, LABELED, OR CERTIFIED FOR INTENDED USE BY A NATIONAL RECOGNIZED TESTING LABORATORY (NRTL) AS RECOGNIZED BY THE U.S. DEPARTMENT OF LABOR, AND OSHA, IF SUCH LISTING IS AVAILABLE FOR THAT TYPE OF MATERIAL OR EQUIPMENT. MATERIAL AND EQUIPMENT SHALL BEAR THE LISTING STICKER IN AN ACCESSIBLE LOCATION.

2. PROVIDE NEW MATERIAL OF THE QUALITY SPECIFIED AND SATISFACTORY TO THE ENGINEER.

B. SUBSTITUTIONS:

1. THE EQUIPMENT INCLUDED IN THE CONTRACT DOCUMENTS IS USED TO ESTABLISH STANDARDS OF QUALITY, UTILITY, AND APPEARANCE. EQUIPMENT WHICH IN THE OPINION OF THE ENGINEER IS EQUAL IN QUALITY, UTILITY, AND APPEARANCE WILL BE APPROVED AS SUBSTITUTIONS TO THAT SPECIFIED.

1.6 DRAWINGS AND SPECIFICATIONS
A. DATA GIVEN HEREIN AND ON THE PLANS ARE AS EXACT AS COULD BE PRACTICALLY SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED. PLANS AND SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE

CONTRACTOR AND EXACT LOCATIONS, DISTANCES, LEVELS, OBSTRUCTIONS, EXISTING CONDITIONS AND OTHER DATA WILL BE GOVERNED BY THE STRUCTURES.

B. LAYOUTS OF EQUIPMENT, ACCESSORIES, AND WIRING SYSTEMS ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. EXAMINE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND OTHER DRAWINGS, NOTING ALL CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH WORK WITHOUT PROPER AUTHORIZATION OR WITHOUT REPORTING THE MATTER, HE DOES SO AT HIS OWN RISK. IF THE ENGINEER DETERMINES

THAT CORRECTIONS ARE NEEDED BECAUSE OF THE CONTRACTOR'S ACTIONS, THEY SHALL BE MADE AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE.

1.7 WORKMANSHIP
A. FIRMLY AND PERMANENTLY SECURE IN PLACE ALL ELECTRICAL EQUIPMENT TO THE STRUCTURE SO THAT IT IS LEVEL, PLUMB, AND TRUE WITH THE STRUCTURE AND OTHER EQUIPMENT. PERFORM ALL INSTALLATIONS IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS (E.G., UL STANDARDS), MANUFACTURER'S INSTRUCTIONS, DRAWINGS AND

SPECIFICATIONS AND WITH THE METHODS RECOMMENDED BY THE NATIONAL ELECTRICAL CONTRACTORS' STANDARD OF INSTALLATION. NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE ABOVE PRIOR TO THE INSTALLATION OF MATERIALS.

B. CAUSE AS LITTLE INTERFERENCE OR INTERRUPTION OF EXISTING UTILITIES AND SERVICES AS POSSIBLE. SCHEDULE ANY POWER OR OTHER UTILITY SHUTDOWN WITH THE CONSTRUCTION COORDINATOR. SHUTDOWNS WHICH MAY BE

REQUIRED SHALL BE PRESENTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL TWO WEEKS PRIOR TO COMMENCEMENT OF WORK. SHUTDOWN WORK SHALL BE PERFORMED ON OVERTIME HOURS IF SO DIRECTED BY THE OWNER.

C. ALL UL LISTED, NRTL, OR OTHER LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING (I.E., MAXIMUM FUSE SIZE MEANS FUSE PROTECTION REQUIRED).

1.8 RECORD DRAWINGS
A. THE CONTRACTOR SHALL MAINTAIN AT THE JOB SITE OFFICE AN UP TO DATE AS-BUILT DRAWING SET SHOWING ACTUAL INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT. THIS SET SHALL CONTAIN APPROVED CHANGES AND SHALL BE KEPT CLEAN, UP TO DATE AND IN GOOD CONDITION. INCOMPLETE AS-BUILT MARKUPS WILL BE RETURNED TO THE CONTRACTOR FOR ADDITIONAL DOCUMENTATION OF INSTALLATION; ANY ADDITIONAL TIME TRACING AND DOCUMENTING INFORMATION WILL BE AT THE CONTRACTOR'S EXPENSE.

B. USE THIS SET OF DRAWINGS FOR NO OTHER PURPOSE.

C. WHERE ANY MATERIAL, EQUIPMENT, OR SYSTEM COMPONENTS ARE INSTALLED DIFFERENTLY FROM THAT SHOWN, INDICATE DIFFERENCES CLEARLY AND NEATLY USING INK OR INDELIBLE PENCIL.

D. AT PROJECT COMPLETION, SUBMIT RECORD SET OF FULL SIZE DRAWINGS AND FOUR COPIES ALL MARKED TO SHOW FINAL AS-BUILT CONDITIONS. THESE SHALL BE TURNED OVER TO THE OWNER'S REPRESENTATIVE UPON COMPLETION.

1.9 PROTECTION
A. PROTECT ALL EQUIPMENT AND MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS WORK FROM DAMAGE BY THE ELEMENTS, VANDALISM, OR THEFT DURING CONSTRUCTION.

B. DO NOT SUBJECT THE WORK AND MATERIALS OF OTHER TRADES TO DAMAGE DURING EXECUTION OF THE WORK IN THIS DIVISION OF THE SPECIFICATIONS.

1.10 COORDINATION WITH OTHER TRADES
A. COORDINATE WITH OTHER TRADES AND PROMPTLY TRANSMIT ALL INFORMATION REQUIRED BY THEM. COORDINATE THE

SEQUENCE OF CONSTRUCTION WITH OTHER TRADES TO ENSURE THAT ALL WORK PROCEEDS WITH A MINIMUM OF INTERFERENCE AND DELAY.

1.11 EXAMINATION OF SITE
A. EXAMINE THE SITE PRIOR TO BID TO DETERMINE EXISTING SITE CONDITIONS, WHICH MAY AFFECT THE WORK. NO

ALLOWANCE WILL BE ALLOWED FOR ANY EXTRA WORK REQUIRED DUE TO A FAILURE TO RECOGNIZE OR NEGLIGENCE TO DISCOVER CONDITIONS PRIOR TO BID.

1.12 STRUCTURAL REQUIREMENT
A. INSTALL ALL NECESSARY SUPPORT SYSTEMS NOT SHOWN ON DRAWINGS TO COMPLY WITH THE CALIFORNIA BUILDING CODE, CHAPTER 16A.

B. CONDUIT OR EQUIPMENT CROSSING AN EXPANSION JOINT SHALL HAVE A FLEX CONNECTION ALLOWING MOVEMENT IN ANY DIRECTION EQUAL TO THE GAP SIZE. PROVIDE VERTICAL SUPPORT AND SEISMIC BRACING AT EACH SIDE OF THE JOINT. PROVIDE SHOP DRAWINGS OF THE FLEX CONNECTION SYSTEM INCLUDING PRODUCT LITERATURE FOR THE

EXPANSION OR FLEX MATERIAL PROPOSED FOR USE AT ALL EXPANSION JOINTS, INCLUDING MAXIMUM ALLOWABLE MOVEMENT IN EACH DIRECTION.

C. SECURE ALL ANCHORS FOR ELECTRICAL EQUIPMENT IN A MANNER, WHICH WILL NOT DECREASE THE STRUCTURAL VALUE OF ANY STRUCTURE TO AN UNSAFE LEVEL. INFORM THE ENGINEER OF ANY PROPOSED MODIFICATIONS TO THE

STRUCTURE, WHICH INVOLVES CUTTING, OR PATCHING OF CONCRETE, MASONRY, STEEL, OR WOOD IN THE PROJECT

1.13 IDENTIFICATION
A. INSTALL NAMEPLATES ON ELECTRICAL EQUIPMENT INCLUDING:

1. CIRCUIT BREAKERS, DISCONNECT SWITCHES AND STARTERS WHETHER PROVIDED UNDER THIS DIVISION OR SOME OTHER.

2. PANELBOARDS AND TRANSFORMERS.

3. TERMINAL CABINETS AND LIGHTING CONTROL PANELS.

4. LIGHT SWITCHES FOR WHICH THE CONTROL FUNCTIONS ARE NOT EVIDENT.

5. WHERE IT IS NOT OBVIOUS WHICH PIECE OF EQUIPMENT IS POWERED FROM A PARTICULAR DISCONNECT SWITCH, PROVIDE NAMEPLATES FOR BOTH DISCONNECT SWITCH AND THE POWERED EQUIPMENT.

B. DESCRIBE ITEM, CONTROL FUNCTION OR SEQUENCE OF OPERATION ON EACH NAMEPLATE.

C. FABRICATE NAMEPLATES OF LAMINATED PHENOLIC PLASTIC, BLACK FRONT AND BACK WITH WHITE CORE FOR NORMAL POWER EQUIPMENT AND SIGNAL. PROVIDE RED FRONT AND BACK WITH WHITE CORE FOR EMERGENCY POWER EQUIPMENT AND FIRE ALARM. BEVEL EDGES. ENGRAVE THROUGH OUTER LAYER TO PRODUCE WHITE LETTERS AND NUMERALS. FOR CONTROL PILOT DEVICES, ENGRAVED METALLIC PLATES, FILLED WITH ENAMEL, ARE ACCEPTABLE.

FASTEN NAMEPLATES TO EQUIPMENT WITH NO. 4 PHILLIPS, ROUND HEAD, CADMIUM STEEL, SELF TAPPING SCREWS. USE 1/8-INCH LETTERS ON CIRCUIT BREAKERS, SWITCHES AND OTHER CONTROL DEVICES, AND 1/4-INCH LETTERS ON PANELBOARDS, SWITCHBOARDS AND OTHER MAJOR ELECTRICAL EQUIPMENT. SUBMIT LABEL DESIGNATIONS AS PART OF CORRESPONDING EQUIPMENT SUBMITTAL.

D. EQUIPMENT IDENTIFICATION IS TO INDICATE THE FOLLOWING:

1. EQUIPMENT ID ABBREVIATION.

2. VOLTAGE, PHASE AND WIRES.

3. NORMAL, EMERGENCY (INDICATE BRANCH) OR OTHER SYSTEM.

4. POWER SOURCE.

1.14 TESTS
A. TAKE PRECAUTION DURING THE TESTING PERIOD TO ENSURE THE SAFETY OF PERSONNEL AND EQUIPMENT.

B. COMPONENT TESTS:

1. GROUNDING SYSTEMS, FOR RESISTANCE TO EARTH. PROVIDE ADDITIONAL GROUNDING ELECTRODES, IF SEPARATELY DERIVED SYSTEM GROUND RESISTANCE EXCEEDS 5 OHMS.

2. PRIOR TO ENERGIZING EQUIPMENT, CHECK THE INSULATION RESISTANCE OF FEEDERS SIZED LARGER THAN #2 AWG WITH A 1000 VOLT DC “MEGGER”. MINIMUM INSULATION RESISTANCE VALUES SHALL NOT BE LESS THAN 50 MEGA OHMS.

C. FUNCTIONAL TESTS:

1. PERFORM ALL TESTS SUGGESTED BY THE EQUIPMENT MANUFACTURERS.

2. VERIFY THAT EVERYTHING INSTALLED AS PART OF THE SCOPE OF WORK FUNCTIONS PROPERLY. VERIFY THAT ANY WORK PERFORMED DID NOT ADVERSELY AFFECT EXISTING SYSTEMS OR EQUIPMENT (E.G., THAT AFTER REMOVING A DEVICE FROM A BRANCH CIRCUIT THAT THE REMAINING EXISTING BRANCH CIRCUIT CONTINUITY WAS MAINTAINED).

1.15 ARC FLASH
A. PERFORM AN INCIDENT ENERGY STUDY IN ACCORDANCE WITH THE IEEE 1584-2004A, ”IEEE GUIDE FOR PERFORMING ARC FLASH HAZARD CALCULATIONS” AS REFERENCED IN NFPA 70E, “STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE”, 2009 REVISION, IN ORDER TO QUANTIFY THE HAZARD FOR SELECTION OF PERSONAL PROTECTIVE EQUIPMENT (PPE).

TABLES THAT ASSUME FAULT CURRENT LEVELS AND CLEARING TIME FOR PROPER PPE SELECTION ARE NOT ACCEPTABLE.

ASSIST THE OWNER IN SELECTING APPROPRIATE COMBINATIONS OF PPE PRIOR TO THE FINAL ANALYSIS AND PREPARATION OF EQUIPMENT LABELS.

B. LABELS

1. BASED ON THE RESULTS OF THE INCIDENT ENERGY STUDY, PROVIDE AND INSTALL A WARNING LABEL (ORANGE <40 CAL/CM2) OR DANGER LABEL (RED > 40 CAL/CM2) FOR EACH PIECE OF EQUIPMENT IN ACCORDANCE WITH ANSI Z535.4-2002. THE LABEL MUST BE READABLE IN BOTH INDOOR AND OUTDOOR ENVIRONMENTS FOR AT LEAST 3 YEARS AND CONTAIN THE FOLLOWING INFORMATION:
a. ARC HAZARD BOUNDARY (INCHES)
b. WORKING DISTANCE (INCHES)
1) ARC FLASH INCIDENT ENERGY AT THE WORKING DISTANCE (CALORIES/ CM2), PPE CATEGORY AND DESCRIPTION

INCLUDING THE GLOVE RATING
(a) VOLTAGE RATING OF THE EQUIPMENT
(b) LIMITED APPROACH DISTANCE (INCHES)
(c) RESTRICTED APPROACH DISTANCE (INCHES)
(d) PROHIBITED APPROACH DISTANCE (INCHES)
(e) EQUIPMENT/BUS NAME
(f) DATE PREPARED
(g) SUPPLIER NAME AND ADDRESS
PART 2 - PRODUCTS

2.1 RACEWAYS
A. RIGID STEEL CONDUIT.

1. ANSI C80.1, MINIMUM SIZE 3/4 INCH.

2. THREADED FITTINGS, GALVANIZED.

3. LOCKNUTS, 3/4 INCH TO 1-1/2 INCH, HEAVY NUT STEEL.

4. LOCKNUTS, 1-1/2 INCH AND LARGER, MALLEABLE IRON.

5. INSULATED BUSHINGS, MALLEABLE IRON WITH PLASTIC OR NYLON INSERT, OZ IBC THREADED SERIES, RACO 113X AND 112X SERIES, APPLETON "GIB" SERIES OR EQUAL.

6. THREE PIECE CONDUIT COUPLINGS, MALLEABLE IRON, T & B ERICKSON, APPLETON EC SERIES, OZ 4 SERIES, OR EQUAL.

B. ELECTRICAL METALLIC TUBING (EMT):

1. ROLLED STEEL ANSI C80.3.

2. FITTINGS, RAIN TIGHT COMPRESSION GLAND, STEEL, PLATED WITH ZINC OR CADMIUM FOR WET LOCATIONS AND SET-SCREW STEEL FOR DRY LOCATIONS.
a. COUPLINGS:
1) COMPRESSION TYPE: OZ 6050S SERIES, RACO 291X AND 296X SERIES, APPLETON 6000SR SERIES, OR EQUAL. 2) SET-SCREW TYPE: OZ 5050S SERIES, RACO 202X AND 215X SERIES, APPLETON 5000S SERIES, OR EQUAL. b. CONNECTORS, INSULATED THROAT:
1) COMPRESSION TYPE: OZ 7050ST SERIES, RACO 291X AND 296X SERIES, APPLETON 7000SRT SERIES, OR EQUAL.

SET-SCREW TYPE: OZ 4050ST SERIES, RACO 212X AND 216X SERIES, APPLETON 4000ST SERIES, OR EQUAL. c. ADAPTER, EMT TO RIGID STEEL, ZINC OR CADMIUM PLATED MALLEABLE IRON, OZ, T & B, EFCOR, OR EQUAL.

3. MAXIMUM SIZE, 2 INCH, EXCEPT FOR TELECOMMUNICATIONS, 4 INCH.

C. FLEXIBLE METAL CONDUIT:

1. FABRICATE FROM GALVANIZED STEEL STRIP, MINIMUM SIZE 1/2 INCH.

2. CONNECTORS, T & B "TITE BITE", WITH INSULATED THROAT, OR EQUAL.

3. LENGTH, NOT GREATER THAN 18 INCHES EXCEPT CONNECTIONS TO LIGHT FIXTURES IN SUSPENDED CEILINGS OR CONDUIT FISHED INTO EXISTING WALLS MAY BE A MAXIMUM OF 6 FEET. ALLOW SLACK FOR MOVEMENT OF CONNECTED EQUIPMENT. SUPPORT AS REQUIRED.

D. LIQUID-TIGHT FLEXIBLE METAL CONDUIT:

1. FABRICATE FROM GALVANIZED STEEL STRIP, JACKETED WITH PVC, MINIMUM SIZE 1/2 INCH.

2. STRAIGHT CONNECTORS, CADMIUM PLATED STEEL OR MALLEABLE IRON, INSULATED THROAT AND NEOPRENE SEALING RING, OZ "4Q T" SERIES, T & B "5330" SERIES, RACO 351X AND 252X SERIES, OR EQUAL.

3. ANGLE CONNECTORS, CADMIUM PLATED STEEL OR MALLEABLE IRON, INSULATED THROAT AND NEOPRENE SEALING RING, OZ, T & B, RACO, OR EQUAL, COMPARABLE TO STRAIGHT CONNECTORS.

4. HARDWARE, CADMIUM PLATED STEEL.

5. LENGTH, NO GREATER THAN 18 INCHES. ALLOW SLACK FOR MOVEMENT OF CONNECTED EQUIPMENT.

E. PVC CONDUIT:

1. SCHEDULE 40, NEMA TC2, TYPE II UNDERGROUND INSTALLATION.

2. MINIMUM SIZE, 1 INCH.

3. SCHEDULE 80, SCHEDULE 40 ENCASED IN CONCRETE OR RIGID CONDUIT WRAPPED FOR EMERGENCY SYSTEM.

4. ELBOWS, SCHEDULE 40 OR RIGID CONDUIT, ENCASED IN CONCRETE FOR SIZES 2 INCH AND LARGER.

5. EXTENSIONS ABOVE GRADE, RIGID STEEL (EXPOSED), EMT (CONCEALED INDOORS).

6. ADAPTERS, PVC TO RIGID STEEL, THREADED PLASTIC.

2.2 SUPPORTING DEVICES
A. CONDUIT SUPPORTS:

1. WET LOCATIONS:
a. ONE HOLE GALVANIZED MALLEABLE IRON STRAP WITH GALVANIZED MALLEABLE OR CAST IRON CLAMP BACK, OZ/GEDNEY TYPE 14-G.

2. DRY LOCATIONS:
a. GALVANIZED STEEL STRAPS, OZ/GEDNEY TYPE 5-S AND 14-S, T & B, APPLETON EQUIVALENT, OR EQUAL.

3. PLUMBERS PERFORATED STRAP IS NOT ACCEPTABLE.

4. HANGER ROD, 3/8 INCH, MINIMUM GALVANIZED ALL THREAD ROD OR AS DETAILED FOR SPECIFIC USE.

B. CONDUIT RACKS:

1. FRAMING CHANNEL, STEEL, KINDORF, UNISTRUT, B-LINE, OR EQUAL.

2. CHANNEL AND HARDWARE SHALL BE HOT-DIP OR ELECTRO-GALVANIZED, EXCEPT THAT CHANNEL USED INDOORS IN DRY LOCATIONS MAY BE PAINTED.

3. CHANNELS ATTACHED TO BUILDING OR STRUCTURE SURFACES, 14 GAUGE, 1-5/8 INCH WIDE BY 13/16 INCH DEEP.

OTHER CHANNELS, 12 GAUGE MINIMUM, 1-5/8 INCHES WIDE BY 1-5/8 INCHES DEEP, MINIMUM.

4. CONSTRUCT RACKS TO LIMIT DEFLECTION TO 1/360 OF SPAN.

5. LOAD ON TRAPEZE, ROD TYPE HANGERS, CONCRETE INSERTS AND BEAM CLAMPS, NOT TO EXCEED 700 POUNDS PER HANGER. PROVIDE RIGID FRAMES IF LOAD EXCEEDS 700 POUNDS PER HANGER.

C. ANCHOR METHODS:

1. HOLLOW MASONRY, TOGGLE BOLTS OR SPIDER TYPE EXPANSION ANCHORS.

2. SOLID MASONRY, MALLEABLE IRON EXPANSION ANCHORS OR PRESET INSERTS.

3. METAL SURFACES, MACHINE SCREWS, BOLTS OR WELDED STUDS.

4. WOOD SURFACES, WOOD SCREWS, LAG BOLTS.

5. CONCRETE SURFACES, SELF-DRILLING ANCHORS OR POWDER DRIVEN STUDS.

6. RACEWAY AND FIXTURES SHALL NOT BE SUPPORTED SOLELY FROM GYPSUM BOARD CEILINGS.

2.3 PRECAST CONCRETE BOXES
A. PROVIDE HIGH-DENSITY REINFORCED CONCRETE PULL AND JUNCTION BOXES WITH H-20 TRAFFIC RATING. BOXES SHALL HAVE END AND SIDE KNOCKOUTS AND BE AS MANUFACTURED BY CHRISTY, FORNI, BROOKS, OR APPROVED EQUAL.

FABRICATED BOXES WITH NON-SETTLING SHOULDERS TO FACILITATE MAINTAINING GRADE DURING BACKFILLING. UNLESS

NOTED OTHERWISE, PROVIDE GALVANIZED STEEL CHECKER PLATE COVERS WITH HOLD-DOWN BOLTS, IDENTIFIED AS FOLLOWS:

SYSTEM IDENTIFICATION
POWER - 100 VOLTS TO 600 VOLTS ELECTRICAL
LESS THAN 100 VOLTS TEL, CABLE, FIRE ALARM, ETC. AS APPLICABLE

2.4 WIRE AND CABLE
A. CONDUCTOR: INSULATED COPPER, INDIVIDUAL CONDUCTORS, 98 PERCENT CONDUCTIVITY.

1. POWER CONDUCTORS, #12 AWG, MINIMUM TO 750 MCM, STRANDED.

2. CONTROL CONDUCTORS #14 AWG, MINIMUM TO #10 AWG, STRANDED.

B. INSULATION:

1. RATED 600 VOLTS AND 90 DEGREE CELSIUS AS FOLLOWS:

ITEM SIZE (AWG) INSULATION TYPE
BRANCH CIRCUITS (DRY AND #12 TO #4/0 THHN

DAMP LOCATIONS)
BRANCH CIRCUITS (WET) #12 TO #4/0 THWN-2(OKONITE FOR
#12-10, OR EQUAL)
FIXTURE TAPS (DRY & DAMP) #12 THHN
FEEDERS (DRY & DAMP) #12 TO #750 MCM THHN
FEEDERS (WET) #12 TO #750 MCM RHW-2, USE-2,THWN-2,
XHHW-2
CONTROLS (DRY & DAMP) #14 TO #10 THHN
CONTROLS (WET) #14 TO #10 THWN-2 (OKONITE OR EQUAL)

2.5 WIRE CONNECTIONS
A. CONNECT WIRE TO BINDING POST SCREW, STUD, BOLT OR BUS AS FOLLOWS:

1. #10 AWG AND SMALLER CONDUCTORS, COMPRESSION TYPE, NYLON, SELF INSULATED GRIP SPADE LUGS, T & B "STA KON", 3M SCOTCHLOK MNG, PANDUIT "PAN TERM", OR EQUAL.

2. #8 AWG TO #750 MCM COPPER CONDUCTORS, SOLDERLESS COPPER LUG TYPE CONNECTORS, WITH HEX HEAD OR ALLEN TYPE COMPRESSION SET SCREWS WITH CONFIGURATION TO SUIT APPLICATION, T & B "LOCKTITE", BURNDY "QA", OZ TYPE "XL" OR "XLH", OR EQUAL. USE TWO SCREW LUGS FOR WIRE #4/0 AND LARGER.

B. SPLICE WIRE AS FOLLOWS:

1. #10 AWG AND SMALLER CONDUCTORS, TWIST ON SOLDERLESS, INSULATED SPRING CONNECTORS, 3M "SCOTCHLOKS", T & B "PIGGYS" OR EQUAL.

C. SIZE, INSTALL AND TIGHTEN WIRE TERMINAL AND SPLICE CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2.6 TAPE
A. WIRE SPLICES: VINYL PLASTIC ELECTRICAL TAPE, 8.5 MIL AND 4.0 MIL, SCOTCH 33.

B. CONDUIT WRAPPING: 10 MIL VINYL WRAPPING TAPE, MINNESOTA MINING AND MANUFACTURING COMPANY (3M) SCOTCHWRAP 50, PLYMOUTH 4611, OR EQUAL.

2.7 WIRING ACCESSORIES
A. IDENTIFY CONDUCTORS WITH SELF ADHESIVE VINYL CLOTH MARKERS, SIZED TO FIT THE CONDUCTOR INSULATION, WITH MACHINE PRINTED BLACK MARKING, W.H. BRADY, THOMAS AND BETTS, OR EQUAL.

B. WIRE TIES:
a. NYLON, ADJUSTABLE, AND SELF-LOCKING.

2.8 ALL TRANSFORMERS
A. DESCRIPTION: FACTORY-ASSEMBLED, DRY TYPE TRANSFORMERS FOR 60 HZ OPERATION DESIGNED AND MANUFACTURED IN ACCORDANCE WITH NEMA ST 20 AND LISTED AND LABELED BY UNDERWRITERS LABORATORIES INC. AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED.

B. UNLESS NOTED OTHERWISE, TRANSFORMER RATINGS INDICATED ARE FOR CONTINUOUS LOADING ACCORDING TO IEEE C57.96 UNDER THE FOLLOWING SERVICE CONDITIONS:

1. ALTITUDE: LESS THAN 3,300 FEET.

2. AMBIENT TEMPERATURE: NOT EXCEEDING 86 DEGREES F AVERAGE OR 104 DEGREES F MAXIMUM MEASURED DURING ANY 24 HOUR PERIOD.

C. CORE: HIGH GRADE, NON-AGING SILICON STEEL WITH HIGH MAGNETIC PERMEABILITY AND LOW HYSTERESIS AND EDDY CURRENT LOSSES. KEEP MAGNETIC FLUX DENSITIES SUBSTANTIALLY BELOW SATURATION POINT, EVEN AT 10 PERCENT PRIMARY OVERVOLTAGE. TIGHTLY CLAMP CORE LAMINATIONS TO PREVENT PLATE MOVEMENT AND MAINTAIN CONSISTENT PRESSURE THROUGHOUT CORE LENGTH.

D. IMPREGNATE CORE AND COIL ASSEMBLY WITH NON-HYDROSCOPIC THERMO-SETTING VARNISH TO EFFECTIVELY SEAL OUT MOISTURE AND OTHER CONTAMINANTS.

E. BASIC IMPULSE LEVEL: 10 KV.

F. GROUND CORE AND COIL ASSEMBLY TO ENCLOSURE BY MEANS OF A VISIBLE FLEXIBLE COPPER GROUNDING STRAP.

G. ISOLATE CORE AND COIL FROM ENCLOSURE USING VIBRATION-ABSORBING MOUNTS.

H. NAMEPLATE: INCLUDE TRANSFORMER CONNECTION DATA, RATINGS, WIRING DIAGRAMS, AND OVERLOAD CAPACITY BASED ON RATED WINDING TEMPERATURE RISE.

2.9 DRY TYPE POWER TRANSFORMERS
A. GENERAL: PROVIDE DRY TYPE POWER TRANSFORMERS, FOR LIGHTING AND GENERAL POWER APPLICATIONS, RATED AS INDICATED.

B. TRANSFORMERS SHALL BE DESIGNED FOR CONTINUOUS OPERATION AT RATED KVA, FOR 24 HOURS A DAY, YEARLY OPERATION, WITH NORMAL LIFE EXPECTANCY AS DEFINED IN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) C57.96.

C. SHIPPING: PROVIDE LIFTING HOLES, ACCESSIBLE WITHOUT REMOVAL OF ANY OF THE ENCLOSURE COMPONENTS.

D. INSULATION, AS LISTED:

INSULATION SIZE TEMPERATURE CLASS RATING HOT SPOT ALLOWANCE 2 KVA AND BELOW NEMA B OR BETTER 80 DEGREES C RISE 30 DEGREES C 3 KVA THRU 15 KVA NEMA F OR BETTER 115 DEGREES C RISE 30 DEGREES C 15 KVA AND ABOVE NEMA H 150 DEGREES C RISE 30 DEGREES C E. BASE TEMPERATURE RATING AND HOT SPOT ALLOWANCES IN THE ABOVE TABLE ON A 40 DEGREES C MAXIMUM AMBIENT TEMPERATURE AND 30 DEGREES C AVERAGE AMBIENT TEMPERATURE.

F. OVERLOAD CAPACITY: 10 PERCENT ABOVE FULL LOAD RATING CONTINUOUSLY IN AN AMBIENT NOT EXCEEDING 40 DEGREES C.

G. CASE TEMPERATURE: MAINTAIN NO MORE THAN A 35 DEGREES C RISE ABOVE A 40 DEGREES C AMBIENT.

H. TAPS, AS LISTED:

TRANSFORMER RATING PHASE TAPS
THROUGH 10 KVA SINGLE NONE
15 KVA THRU 2 KVA SINGLE (2) 5 PERCENT FCBN
6 KVA THRU 15 KVA THREE (2) 5 PERCENT FCBN
30 KVA AND LARGER SINGLE AND THREE (2) 2-1/2% FCAN & (4) 2-1/2% FCBN WHERE FCBN - FULL CAPACITY BELOW NORMAL.

2.11 PEDESTAL TYPE DISTRI

ELECTRICAL SPECIFICATIONS
E4.01
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

CTORS, 3M "SCOTCHLOKS",

NED AND MANUFACTURED

IMUM MEASURED DURING
DS INSTITUTE (ANSI) C57.96.

I. SOUND LEVELS, NOT TO EXCEED LISTED VALUES, AS DETERMINED BY NEMA STANDARDS:

SIZE SOUND LEVEL IN DB
THROUGH 9 KVA 40
10 THROUGH 50 KVA 45
51 THROUGH 150 KVA 50
151 THROUGH 300 KVA 55
301 THROUGH 500 KVA 60
501 THROUGH 700 KVA 62
701 THROUGH 1000 KVA 64
J. MOUNTING, SUITABLE AS LISTED:

1. SINGLE PHASE TRANSFORMERS: WALL

2. THREE PHASE TRANSFORMERS, THROUGH 15 KVA: WALL.

3. THREE PHASE TRANSFORMERS, 15 KVA AND ABOVE: FLOOR OR CEILING HUNG CHANNEL.

L. PROVIDE CONDUIT KNOCKOUTS FOR LINE AND LOAD CONDUIT ENTRANCE.

M. ENCLOSURE:

1. UNITS RATED 30 KVA AND BELOW, THE ENCAPSULATED ENCLOSURE CONSTRUCTION SHALL BE TOTALLY ENCLOSED, NON-VENTILATED, NEMA 3R, WITH LIFTING EYES.

2. UNITS RATED 15 KVA AND ABOVE, THE ENCLOSURE CONSTRUCTION SHALL BE VENTILATED, NEMA 2, DRIP-PROOF, WITH LIFTING HOLES. ALL VENTILATION OPENINGS SHALL BE PROTECTED AGAINST FALLING DIRT.

3. OUTDOOR UNITS RATED 15 KVA OR ABOVE, PROVIDE SUITABLE WEATHER-SHIELDS OVER VENTILATION OPENINGS.

N. FINISH: DEGREASE, CLEAN, PHOSPHATIZE, PRIME AND FINISH ALL INTERIOR AND EXTERIOR SURFACES WITH BAKED ENAMEL, COLOR ANSI 61 OR STANDARD FACTORY GRAY.

O. CONNECT A GROUNDING STRAP FROM THE SECONDARY NEUTRAL TO A GROUNDING LUG ON THE ENCLOSURE.

P. TERMINALS: SOLDERLESS LUG TYPE CONNECTORS, WITH HEX-HEAD OR ALLEN TYPE COMPRESSION SET SCREWS WITH CONFIGURATION TO SUIT APPLICATION T & B "LOCKTITE", BURNDY "QA", OZ TYPE "XL" OR "XLH" OR EQUAL.

Q. SUBJECT TRANSFORMERS 25 KVA ABOVE TO LISTED PRODUCTION TEST AT FACTORY:

1. APPLIED POTENTIAL: 4 KVA.

2. INDUCED POTENTIAL: 2 TIMES NORMAL TO 7200HZ.

3. VOLTAGE.

4. PHASE RELATION.

5. CONTINUITY.

R. PERFORM THE LISTED STANDARD TESTS ON UNIT OF IDENTICAL DESIGN:

1. NO-LOAD LOSSES.

2. TOTAL LOSSES.

3. SOUND LEVELS.

4. TEMPERATURE RISE.

5. IMPULSE.

6. IMPEDANCE.

7. INDUCED POTENTIAL.

8. APPLIED POTENTIAL.

S. SUBMIT CERTIFIED TEST REPORTS FOR PRODUCTION AND STANDARD TESTS AS PART OF SUBMITTAL.

T. MANUFACTURER: CUTLER-HAMMER, GENERAL ELECTRIC, SORGEL.

2.10 CIRCUIT BREAKERS
A. PROVIDE BOLTED-TYPE THERMAL MAGNETIC, MOLDED CASE, WITH INVERSE TIME CURRENT OVERLOAD, AND INSTANTANEOUS MAGNETIC TRIPS, TRIP-FREE AND TRIP-INDICATING. ALL POLES OF MULTI-POLE DEVICE SHALL OPERATE SIMULTANEOUSLY DURING OPEN, CLOSE AND TRIP OPERATIONS. PROVIDE CIRCUIT BREAKERS INDICATED WITH VOLTAGE AND INTERRUPTING CAPACITY NOT LESS THAN EXISTING.

2.11 PEDESTAL TYPE DISTRIBUTION EQUIPMENT AND CONTROL CABINETS A. CONSTRUCTION:

1. ENCLOSURE: FABRICATE PEDESTALS FROM SHEET STEEL, TWELVE (12) GAUGE EXTERIOR, FORTEEN (14) GAUGE INTERIOR. WELD THE ENTIRE ENCLOSURE ASSEMBLY, WITH ALL WELDS GROUND SMOOTH. CONFORM TO NEMA 3R AND NEMA 12 STANDARDS. PROVIDE DUST-TIGHT DOORS, WITH NEOPRENE GASKETING.

2. PROVIDE EXTERIOR DOOR WITH LENSED WINDOW FOR UTILITY METER VIEWING A THREE-POINT LATCHING ASSEMBLY WITH A HEAVY DUTY PAD-LOCKABLE HANDLE. PROVIDE DEADFRONT, FREE STANDING ASSEMBLIES, FOR MOUNTING TO AN ANCHOR BOLT BASE. HINGE EXTERIOR DOOR AND DEADFRONT INTERIOR PEDESTAL WITH A CONTINUOUS PIANO TYPE, STAINLESS STEEL HINGE, WITH A MINIMUM THREE_THIRTY_SECOND (3/32) INCH PIN. PROVIDE NO SCREWS, RIVETS, OR BOLTS VISIBLE OUTSIDE THE ENCLOSURE. ALL SCREWS, BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS STEEL.

3. INCOMING LINE: BOTTOM, WITH LUGS FOR TERMINATION OF ELECTRIC SERVICE CONDUCTORS.

4. PROVIDE METER SOCKET TO ALLOW FOR UTILITY METER.

5. FINISH: DEGREASE, CLEAN, PHOSPHATIZE, PRIME AND FINISH ALL INTERIOR AND EXTERIOR SURFACES WITH AN ELECTROSTATICALLY APPLIED BAKED ENAMEL, WHITE INTERIOR, RANCH GREEN EXTERIOR.

6. WIRING: FACTORY CONNECT ALL INTERIOR WIRING TO TERMINAL BLOCKS. PROVIDE TERMINALS FOR FIELD CONNECTIONS. HARNESS WIRING WITH CABLE TIES AND FAN WIRING AT TERMINALS TO FACILITATE IDENTIFICATION.

TERMINATE CONDUCTORS FROM THE INTERIOR DEADFRONT HINGED PEDESTAL TO TERMINAL BLOCKS IN THE PEDESTAL INTERIOR, HARNESSED AND RELIEVED FROM STRAIN TO PERMIT A MINIMUM OF 90 DEGREE DOOR SWING.

PROVIDE #14 AWG TYPE MTW INTERIOR CONTROL WIRING.

7. NAMEPLATES:
a. PROVIDE AN ENGRAVED LAMINATED NAMEPLATE IDENTIFYING PEDESTAL AND ALL BREAKERS. b. PROVIDE A MANUFACTURER'S NAMEPLATE ON THE DEADFRONT INTERIOR PEDESTAL INDICATING PEDESTAL TYPE, VOLTAGE RATING, CURRENT RATING AND MANUFACTURER'S NAME.

B. BUSSING:

1. PHASE BUS: COPPER CABLE_BUS TYPE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE OR TIN PLATED COPPER, WITH A MAXIMUM CURRENT DENSITY NOT TO EXCEED ONE THOUSAND (1,000) AMPERES PER SQUARE INCH OF BUS CROSS_SECTIONAL AREA. BRACE BUSSING FOR TWENTY_TWO THOUSAND (22,000) RMS AMPERES, MINIMUM, SHORT CIRCUIT DUTY.

2. NEUTRAL BUS: FULL SIZE, COPPER WITH LUGS FOR CONNECTION OF NEUTRAL CONDUCTORS.

3. GROUND BUS: HALF_SIZE, COPPER, WITH LUGS FOR CONNECTION OF GROUND CONDUCTORS.

4. SPACING: MAINTAIN CODE SEPARATION BETWEEN PHASES AND BETWEEN PHASE AND GROUND.

5. DIRECTORY: PROVIDE A DIRECTORY CARD WHICH FITS INTO SLOTS IN THE BACK OF PEDESAL DOOR. PROTECT DIRECTORY WITH NON_YELLOWING CLEAR PLASTIC.

C. CIRCUIT BREAKERS

1. PROVIDE CIRCUIT BREAKERS FOR MISCELLANEOUS BRANCH CIRCUITS WITH FRAME SIZES AND RATINGS AS SHOWN ON THE PLANS.

2. BOLT-ON, THERMAL MAGNETIC, MOLDED CASE, WITH INVERSE TIME CURRENT OVERLOAD, AND INSTANTANEOUS MAGNETIC TRIPS, TRIP_FREE AND TRIP_INDICATING ALL POLES OF MULTI_POLE DEVICE SHALL OPERATE SIMULTANEOUSLY DURING OPEN, CLOSE AND TRIP OPERATIONS. PROVIDE CIRCUIT BREAKERS INDICATED WITH THE FOLLOWING RATINGS:

PEDESTAL CIRCUIT TRIP RATING VOLTAGE SYMMETRICAL AC

TYPE BREAKER FRAME (AMPERES) (AC RATING) INTERRUPT

CAPACITY
1 100/1 POLE 15-100 120 10,000 MIN
100/2 AND 3 POLES 15-100 240 10,000 MIN
150/2 AND 3 POLES 110-150 240 18,000 MIN
225/3 POLES 125-225 240 22,000 MIN

PEDESTAL CIRCUIT TRIP RATING VOLTAGE SYMMETRICAL AC

TYPE BREAKER FRAME (AMPERES) (AC RATING) INTERRUPT

CAPACITY
2 100/1 POLE 15-100 277 14,000 MIN
100/2 AND 3 POLES 15-100 480 14,000 MIN
150/2 AND 3 POLES 110-150 480 25,000 MIN
225/3 POLES 125-225 480 25,000 MIN

3. MOUNT MOTOR CIRCUIT PROTECTORS AND BRANCH CIRCUIT BREAKERS TO STANDOFFS ON THE PEDESTAL BACKPAN, WITH THE HANDLES PROTRUDING THROUGH THE INTERIOR DEADFRONT PEDESTAL.

4. FACTORY TEST EACH PEDESTAL ASSEMBLY FOR CONTINUITY, SHORTS, GROUNDS, AND EACH FUNCTION PRIOR TO SHIPMENT.

2.12 SURGE PROTECTION DEVICES (SPD) (REQUIRED FOR EMERGENCY SYSTEM ONLY CEC 700.8) A. MEETS OR EXCEEDS SEISMIC REQUIREMENTS SPECIFIED IN CURRENT CALIFORNIA BUILDING CODE EDITION.

B. ANSI/UL 1449 3RD EDITION VOLTAGE PROTECTION RATING (VPR):

CONFIGURATION L-N L-G N-G L-L

MODE MODE MODE MODE
120/240VAC 500 600 500 900

SINGLE SPLIT PHASE
120/208VAC 500 600 500 900
3PH (4W+G)
277/480VAC 1000 1200 1000 1800
3PH (4W+G)
240VAC DELTA - 1000 - 900
(3W+G)
240VAC HIGH LEG 500 600 500 900
DELTA (4W+G)
PHASE “B”
C. SURGE CURRENT CAPACITY:

CONFIGURATION PER L-N L-G N-G L-L

PHASE MODE MODE MODE MODE
SINGLE SPLIT PHASE 100 50 50 50 -
(3W+G)
3 PHASE WYE 100 50 50 50 -
(4W+G)
3 PHASE DELTA 100 - 50 - 50
(3W+G)
3 PHASE HIGH LEG 100 50 50 50 - DELTA (4W+G)
D. SURGE CAPACITY RATINGS: 50, 80, 100, 120, 160, 200, 250, 300, 400 KA PER PHASE.

E. INTERNAL OVER CURRENT PROTECTION

1. ALL UNITS CONTAIN THERMALLY PROTECTED METAL-OXIDE VARISTORS. EACH OF THESE DEVICES IS INTERNALLY

FUSED BY A THERMAL ELEMENT THAT SAFELY REMOVED THEM FROM THE CIRCUIT UNDER ABNORMAL CONDITIONS, SUCH AS TEMPORARY OVERVOLTAGE OR HIGH FAULT CURRENT CONDITIONS.

F. NOMINAL DISCHARGE CURRENT (IN): 20KA
G. SHORT CIRCUIT CURRENT RATING: 200KA
H. AVAILABLE VOLTAGE SYSTEMS:

1. 120/240VAC - DELTA SINGLE SPLIT PHASE

2. 120/208VAC - WYE 3 PHASE (4W+G)

3. 277/480VAC - WYE 3 PHAE (4W+G)

4. 240VAC - DELTA (3W+G)

5. 240VAC - HIGH LEG DETLA (4W+G) ON “B” PHASE
I. MAXIMUM CONTINUOUS OPERATING VOLTAGE (MCOV):

CONFIGURATION L-N L-G N-G L-L

MODE MODE MODE MODE
120/240VAC 150 150 150 300

SINGLE SPLIT PHASE
120/208VAC 150 150 150 300
3PH (4W+G)
277/480VAC 320 320 320 640
3PH (4W+G)
240VAC DELTA - 320 - 320
(3W+G)
240VAC HIGH LEG 150 150 150 300
DELTA (4W+G)
PHASE “B”
J. SPD WILL INCLUDE FORM C DRY CONTACTS (ONE NORMALLY OPEN N.O. AND ONE NORMALY CLOSED N.C.), RATED AT 150VDC OR 125VAC, 1A MAXIMUM, FOR REMOTE MONITORING. WHEN POWER ON, OR NORMAL STATE, N.O. CONTACT WILL BE OPEN, AND N.C. CONTACT WILL BE CLOSED. DURING POWER OFF, OR FAULT CONDITIONS, N.O. CONTACT WILL CLOSE, AND N.C. CONTACT WILL OPEN TO TRIGGER ALARM FOR MONITORING.

K. SYSTEM APPLICATIONS:

1. LIGHTING AND DISTRIBUTION PANELBOARDS

2. SWITCHGEAR

3. SWITCHBOARDS

4. MOTOR CONTROL CENTERS
L. SPD SHALL HAVE EITHER NEMA 1, NEMA 4, OR NEMA 4X STAINLESS STEEL ENCLOSURES AS SUITABLE FOR LOCATIONS INDICATED ON THE DRAWINGS.

MANUFACTURER: EATON CUTLER-HAMMER (SPD), GENERAL ELECTRIC (TR), SQUARE D (HWA).

PART 3 - EXECUTION

3.1 RACEWAY SYSTEMS
A. INSTALL ALL WIRING IN RACEWAYS. INSTALL RACEWAY SYSTEMS, INCLUDING CONDUITS, HANGERS, HOOKS AND SUPPORT CHANNELS PARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS. COORDINATE LOCATION OF RACEWAY SYSTEMS WITH OTHER DIVISIONS PRIOR TO COMMENCING INSTALLATION.

B. RIGID STEEL CONDUIT: SUITABLE FOR USE IN ALL LOCATIONS. FOR UNDERGROUND INSTALLATIONS TAPE WRAP CONDUIT COMPLETELY WITH TAPE SUITABLE FOR UNDERGROUND INSTALLATIONS, DOUBLE LAP OF CALPICO 10 MIL OR EQUAL.

C. ELECTRICAL METALLIC TUBING: SUITABLE FOR USE IN CONCEALED DRY LOCATIONS, NOT IN CONCRETE, MASONRY, OR UNDERGROUND, OR SUITABLE EXPOSED, MINIMUM 8 FEET ABOVE FINISHED FLOOR. USE 4 INCH CONDUIT SLEEVES TO PENETRATE TECHNOLOGY EQUIPMENT ROOM FLOORS PROJECTING 6 INCHES ABOVE FINISHED FLOOR WITHOUT A BEND.

PROVIDE BUSHINGS AT BOTH END OF CONDUIT.

D. FLEXIBLE METAL CONDUIT: SUITABLE FOR CONNECTION OF RECESSED LIGHTING FIXTURES OR OTHER DEVICES REQUIRING FLEXIBLE CONNECTIONS IN DRY LOCATIONS. FLEXIBLE METAL CONDUIT MAY BE FISHED INTO EXISTING WALLS AS ALLOWED BY THE CEC. LENGTH SHALL NOT EXCEED 6'-0”.

E. LIQUID TIGHT FLEXIBLE METAL CONDUIT: SUITABLE FOR CONNECTION OF EQUIPMENT IN DAMP OR WET LOCATIONS.

G. PVC CONDUIT: SUITABLE FOR USE UNDERGROUND, WITH A MINIMUM OF 18 INCHES OF COVER. FABRICATE FIELD BENDS WITH AN APPROVED THERMAL BENDER AND JIG. FOR UNDERGROUND EMERGENCY SYSTEMS ENCASE CONDUIT IN CONCRETE, MINIMUM OF 2” ALL AROUND. MAINTAIN SEPARATION BETWEEN CONDUITS USING PLASTIC SPACERS SPECIFICALLY DESIGNED FOR THE PURPOSE.

H. CLEAN AND MANDREL ALL UNDER FLOOR/GROUND RACEWAYS BEFORE WIRE IS INSTALLED.

I. CONDUIT SUPPORTS:

1. SUPPORT ALL CONDUITS AT INTERVALS NOT TO EXCEED 10 FEET.

2. SUPPORT INDIVIDUAL CONDUITS WITH CONDUIT HANGERS OR CLAMP BACK AND NEST BACK, IF REQUIRED FOR ENTRANCE INTO THE EQUIPMENT.

3. SUPPORT MULTIPLE CONDUITS, 2 OR MORE IN PARALLEL, WITH FRAMING CHANNEL AND PIPE CLAMPS.

4. SUPPORT ALL ELECTRICAL EQUIPMENT LOCATED IN THE CEILING SPACE IN ACCORDANCE WITH CBC SECTIONS 1613A AND 1614A. FIRMLY ATTACH ITEMS WEIGHING LESS THAN 20 POUNDS TO MAIN CROSS RUNNERS. TWO 12 GAUGE SUPPORT WIRES TO THE CEILING SYSTEM HANGERS OR STRUCTURE SHALL BE INCLUDED FOR ITEMS FROM 20 TO 56 POUNDS. DIRECTLY SUPPORT ITEMS OVER 56 POUNDS FROM THE STRUCTURE ABOVE WITH APPROVED HANGERS.

5. FIRE STOP PENETRATIONS OF CONDUITS, SLEEVES AND CABLE TRAYS IN WALLS REQUIRING PROTECTED OPENINGS.

PROVIDE FIRE STOP MATERIAL WHICH IS A TESTED ASSEMBLY APPROVED BY THE CALIFORNIA STATE FIRE MARSHAL.

6. CUT ENDS OF FRAMING CHANNEL INSTALLED OUTDOORS OR IN WET LOCATIONS SHALL BE PAINTED WITH ZINC RICH PAINT.

J. CONDUIT BENDS:

1. ELECTRICAL CONDUITS: PROVIDE NO MORE THAN (3) 90 DEGREE CONDUIT BENDS OR THE EQUIVALENT NUMBER OF SMALLER RADIUS BENDS IN ANY CONDUIT RUN BETWEEN BOXES OR EQUIPMENT.

2. TELECOMMUNICATIONS CONDUITS: PROVIDE NO MORE THAN (2) 90 DEGREE BENDS OR THE EQUIVALENT NUMBER OF SMALLER RADIUS BEND IN ANY CONDUIT RUN BETWEEN BOXES OR STUB, WITH RADIUS 10 TIMES THE DIAMETER OF THE CONDUIT.

3. LENGTH OF RUN: 400 FEET MAXIMUM, LESS 100 FEET FOR EACH EQUIVALENT 90 DEGREE BEND.

4. FABRICATE BENDS AND OFFSETS WITH A HICKEY OR CONDUIT BENDER DESIGNED SPECIFICALLY FOR USE WITH THE TYPE OF CONDUIT TO BE BENT, OR USE FACTORY MADE BEND.

5. RADIUS OF UNDERGROUND BENDS: MINIMUM 10 TIMES CONDUIT RADIUS.

3.2 BOXES AND CABINETS
A. PLACE OUTLET BOXES IN A LOCATION AS CLOSE TO THAT SHOWN ON THE PLANS AS POSSIBLE. COORDINATE LOCATION OF BOXES WITH OTHER DIVISIONS.

B. INSTALL WALL MOUNTED OUTLET BOXES SO THAT THE DISTANCE FROM THE CENTERLINE OF THE BOX TO FINISHED FLOOR IS AS LISTED OR INDICATED ON PLAN:

1. RECEPTACLES, + 1 FOOT-6 INCHES

2. SWITCHES, + 44 INCHES
C. INSTALL JUNCTION BOXES WITH COVERS ACCESSIBLE AFTER INSTALLATION. DO NOT INSTALL JUNCTION BOXES FLUSH WITH FINISH WALLS OR CEILINGS UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.

D. ATTACH SURFACE BOXES WITH:

1. STEEL OR MALLEABLE IRON EXPANSION ANCHORS IN CONCRETE OR SOLID MASONRY.

2. WOOD SCREWS IN WOOD.

3. TOGGLE BOLTS IN HOLLOW WALLS OR MASONRY.

4. MACHINE SCREWS, BOLTS OR WELDED STUDS IN STEEL.

E. ATTACH FLUSH BOXES WITH ADJUSTABLE BAR TYPE HANGERS SCREW FASTENED TO TWO STUDS AND ON BOTH SIDES OF THE BOX.

F. FOR ALL SURFACE MOUNTED BOXES OR CABINETS MOUNTED IN WET OR DAMP LOCATIONS PROVIDE WEATHERPROOF ENCLOSURES AND AT LEAST 1/4 INCH AIR SPACE BETWEEN BOX AND MOUNTING SURFACE, PER CEC 312.2.

3.3 INSULATED CONDUCTORS AND CABLE
A. EXERCISE EXTREME CARE WHEN PULLING CONDUCTORS AND CABLE INTO CONDUITS TO AVOID KINKING, TWISTING, NICKING OR SCRATCHING OF THE INSULATION OR THE PLACEMENT OF EXTREME STRESS ON THE CONDUCTORS OR CABLE.

WHEN REQUIRED, UTILIZE UL APPROVED PULLING COMPOUNDS TO ASSIST IN PULLING CONDUCTORS.

B. COLOR CODE CONDUCTORS BY PHASE SEQUENCE A-B-C WHEN LOOKING INTO THE FRONT OF THE EQUIPMENT FROM LEFT-TO-RIGHT, TOP TO BOTTOM OR FRONT-TO-BACK. PROVIDE CONDUCTORS WITH THE APPROPRIATE PHASE COLOR OR MARK CONDUCTORS WITH A MINIMUM OF 6 INCHES OF PHASE TAPE ON ENDS CONNECTED TO TERMINALS. PHASE CODE CONDUCTORS AS LISTED:

VOLTAGE PHASE A PHASE B PHASE C NEUTRAL GROUND
120/208 BLACK RED BLUE WHITE GREEN
120/240 BLACK RED ORANGE WHITE GREEN
277/480 BROWN ORANGE YELLOW GRAY GREEN
C. IDENTIFY EACH CONDUCTOR WITH ITS RESPECTIVE CIRCUIT NUMBER AT EACH BOX OR TERMINAL.

D. CONNECTIONS:

1. UTILIZE TWIST-ON SOLDERLESS CONNECTORS FOR SPLICING RECEPTACLE AND LIGHTING CIRCUITS #10 AWG WIRE SIZE AND SMALLER.

2. SPLICES AND TAPS WILL NOT BE PERMITTED FOR OTHER THAN RECEPTACLE AND LIGHTING CIRCUITS, OR FOR WIRE LARGER THAN #10.

3. TERMINATE CONDUCTORS AT MOTORS WITH BOLTED CONNECTIONS, INSULATED WITH PLASTIC TAPE.

3.4 DRY TYPE POWER TRANSFORMER
A. MOUNT TRANSFORMER ON FLOOR OR WALL AS INDICATED OR DETAILED.

B. PROVIDE ONE (1) VIBRATION ISOLATING MOUNT, MINIMUM 1 INCH THICK WITH 1 INCH STATIC DEFLECTION, FOR EACH MOUNTING POINT ON THE TRANSFORMER.

C. CONNECT TRANSFORMER WITH FLEXIBLE METAL CONDUIT. PROVIDE AN INSULATED GROUNDING BUSHING ON CONDUIT AND BOND TO TRANSFORMER CASE.

3.5 WIRING DEVICES
A. CONNECT WIRING DEVICES TO CIRCUITS INDICATED USING SIDE OR BACK WIRING TERMINALS.

B. CONNECT GREEN GROUNDING PIGTAIL FROM RECEPTACLES TO OUTLET BOX WITH SCREW.

C. INSTALL WIRING DEVICES FLUSH WITH THE DEVICE PLATE FRONTS.

D. ALIGN PLATES PLUMB WITH WALL, AND COVER OPENING, WITHOUT USE OF "JUMBO" PLATES.

E. INSTALL RECEPTACLES WITH GROUNDING TERMINAL UP.

3.6 GROUNDING
A. PERMANENTLY AND EFFECTIVELY GROUND ALL RACEWAY SYSTEMS, SUPPORTS, CABINETS, SWITCHBOARDS, CONTROL EQUIPMENT, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER UTILIZATION APPARATUS.

B. PROVIDE A GROUND WIRE IN EACH CONDUIT CARRYING CIRCUITS OPERATING AT 100 VOLTS OR HIGHER BONDED AT EACH END TO EQUIPMENT. SIZE AS SHOWN ON THE DRAWINGS OR PER CEC.

3.7 PEDESTAL TYPE DISTRIBUTION EQUIPMENT
A. PROTECT PEDESTAL FROM DAMAGE, ABUSE, DIRT AND DEBRIS DURING CONSTRUCTION. KEEP EQUIPMENT FREE FROM DIRT, SCRATCHES, NICKS, BLISTERS AND OTHER MARKS NOT PART OF THE FACTORY FINISH. MAKE TOUCH-UPS TO THE FINISH WITH FACTORY ENAMEL.

B. UNLESS NOTED ON DRAWING, ANCHOR FREE STANDING PEDESTAL TO CONCRETE SLABS WITH 1/2 INCH OR LARGER ANCHOR BOLTS FASTENED TO MALLEABLE IRON OR STEEL EXPANSION SHIELDS IN THE SLAB. SUBMIT A DETAIL INDICATING ANCHOR METHOD.

C. COORDINATE ALL REQUIRED CONDUIT OPENINGS, BLOCKOUTS, STUBS, AND CONDUIT ENTRANCE REQUIREMENTS.

D. IDENTIFY CONDUCTORS WITH CIRCUIT NUMBERS AND PHASE TAPE.

E. NEATLY ARRANGE WIRING WITHIN THE EQUIPMENT. BUNDLE AND WRAP CONDUCTORS #8 AWG AND SMALLER WITH PLASTIC WIRE TIES.

F. INSTALL AN INSULATED GROUNDING BUSHING ON CONDUITS WHICH ENTER THE EQUIPMENT.

ELECTRICAL SPECIFICATIONS
E4.02

ELECTRICAL SPECIFICATIONS
06-17-2025
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: Julia L. Brodovsky
21028.21
16 CITY OF ROSEVILLE CORPORATION YARD
ZERO EMISSION BUS DEPOT PHASE 2 PROJECT
2005 HILLTOP CIRCLE, ROSEVILLE, CA 95747
2

City Council
Communication
Meeting Date: 8/6/2025
Item #: VI.3
File #: 0900-04 & 0201-01
Item ID: 2025-509
Title: Zero Emission Bus Depot Phase 3 Project - Budget Adjustment Contact: Zachary Presley 916-774-5365 [email protected]

SUMMARY
Staff recommends approval of a budget adjustment to fund Phase 3 of the Roseville Transit Zero Emission Bus Depot Project. If approved, Phases 2 and 3 will be constructed concurrently. The estimated cost of Phase 3 is $600,000 and will be fully funded by the State’s Low Carbon Transit Operations Program. Both revenue and expenditure budgets in the Transit Fund will be increased accordingly. This adjustment will have no impact on the General Fund.

RECOMMENDATION
Staff recommends that the City Council adopt an ordinance to approve a budget adjustment in the amount of $600,000 to construct the final phase (Phase 3) of the Zero Emissions Bus Depot.

BACKGROUND
The Zero Emissions Bus Depot (ZEBD) project is a three-phase project that, upon full build-out, will be used to provide parking and charging capability for all Roseville Transit electric buses and vans. The initial phase of the project converted the center lawn area at the City’s corporation yard to a charging depot with space to park and charge up to thirty buses upon final build-out.

Nine of the bus stalls were electrified as part of the initial phase of the project and are currently being used for Roseville Transit's Commuter bus service. Conduit and electrical infrastructure for the remaining phases were also completed during the initial phase. The second phase of this project includes the electrification of 17 additional spaces with a combination of Level 2 and Level 3 charging for Roseville's Dial-A-Ride/Arrow bus service. This project is utilizing the existing conduit and infrastructure laid out in the initial phase of the project. Phase 2 of the project is primarily funded by a Federal Transit Administration (FTA) Low or No Emission Grant Program, along with the necessary local match funding provided through California State of Good Repair funds.

Phase 3 of this project will include the electrification of the final four spaces to be used for Roseville Transit's Fixed Route bus services. This project will utilize the remaining conduit and infrastructure from the initial phase of the project. Phases 2 and 3 will be completed concurrently, pending approval of a Contract Purchase Agreement with Vasko Electric (also on tonight's agenda, as a separate item).

FISCAL IMPACT
The ZEBD Phase 3 Project will be funded with State Low Carbon Transit Operations Program (LCTOP) funds in the amount of $600,000 in the Transit Fund. Any additional costs will be funded with Local Transportation Funds (LTF) as needed. There is no fiscal impact to the General Fund.

ENVIRONMENTAL REVIEW

The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The Zero Emission Bus Depot Phase 3 Budget Adjustment meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Zachary Presley, Assistant Transportation Planner
Jason Shykowski, Public Works Director
ATTACHMENTS:

1. Ordinance 6972

2. Public_Works_-_Budget_Adjustment_700076_ZEB_Depot_Phase_III_-_2025-2026 (1) REVIEWERS:

Zachary Presley, Public Works Department - Transportation Created/Initiated - 7/16/2025
Ed Scofield, Public Works Department - Transportation Approved - 7/16/2025 Jason Shykowski, Public Works Department - Engineering - Traffic Engineering
Approved - 7/17/2025
Gretchen Hakala, City Attorney Department Approved - 7/22/2025 Katrina Six, City Clerk Department Approved - 7/22/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 7/23/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/24/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/25/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/25/2025 Katrina Six, City Clerk Department Final Approval - 7/25/2025

ORDINANCE NO. 6972

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2025-26

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE
THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2025-26, is hereby amended as listed on the attached budget adjustment for the Zero Emission Bus Depot Phase 3 project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

REQUEST FOR BUDGET ADJUSTMENT
Updated 07/03/2025
Please complete the cells highlighted in yellow.

REQUESTER NAME & TITLE: FISCAL YEAR:

PREPARER NAME & TITLE: ORDINANCE:

DEPARTMENT/DIVISION:

EXPENDITURES/EXPENSES/TRANSFERS OUT
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment

DESCRIPTION
6511 6587 84001 700076 600,000 Establish capital outlay expense budget for ZEB Depot Phase III Project
EXPENDITURES/EXPENSES/TRANSFERSOUTTOTAL 600,000

REVENUES/TRANSFERS IN
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment

DESCRIPTION
6511 4410 84001 700076 600,000 Establish state grants revenue budget for ZEB Depot Phase III Project
REVENUES/TRANSFERS INTOTAL 600,000

NET ADJUSTMENT -

FUND BALANCE
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment

DESCRIPTION
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000

FUND BALANCETOTAL -
Justification for Budget Adjustment:

The Public Works Department recommends that Council authorize the establishment of a new Capital Improvement Project – Roseville Transit Zero Emission Bus (ZEB) Depot Phase III Project (700076).

The City of Roseville has received an annual allocation of $600,000 in state revenue from the Low Carbon Transit Operations Program (LCTOP). This budget adjustment will increase both revenue and expenditure budgets in the Transit Fund (6511) to reflect the funds received and allow for implementation of the project.

Ed Scofield, Alt. Transportation Manager 2025-26
Zachary Presley, Transportation Planner
Public Works / Alternative Transportation

Form Instructions:
1 - Department Information Section (See image to your right) - Fill out requester and preparer name and title and department/division fields. - Select fiscal year and council date (if applicable, if not N/A) from the drop-down menu. - The ordinance field will remain blank for City Council approved budget adjustment requests. - The budget ordinance number will self-populate for City Manager, General Fund Contingency, and Environmental Utilities Contingency requests based on the FY selected (the Annual Budget Ordinance located in the annual budget book, on the City of Roseville's Financial Transparency web page, and the FYXX Ordinance tabs.)
2 - Expenditures/Expenses/Transfers Out (See image to your right) - Use the Oracle Chart of Accounts for Account String.
- Enter the Fund, Account, Center, and Project (if applicable). - Include decreases to the General Fund Contingency and Environmental Utilities Contingency account (5670) in this section.
- Include both reimbursed cost charged (5911) and received (5912) in this section. - Provide clear and concise description for each line item. - For reference, the account string names will self-populate in the gray section to the right. 3 - Revenues/Transfers In (See image to your right)
- Use the Oracle Chart of Accounts for Account String.
- Enter the Fund, Account, Center, and Project (if applicable). - Provide clear and concise description for each line item. - For reference, the account string names will self-populate in the gray section to the right. 4 - Fund Balance (See image to your right)
- Decreases in fund balance should be entered as a negative amount and increases should be entered as a positive amount.
- Description will self-populate based on entries in Fund and Adjustment columns. - Account, Center, and Project fields are predetermined. Do not change the values. - For reference, the account string names will self-populate in the gray section to the right.

5 - Justification for Budget Adjustment (See image to your right) Budget justification should align with the information provided in the Council Communication or the memo to brief the City Manager (if required) and provide the following, if applicable:
- Reason for the budget adjustment,
- Clear explanation of complex or controversial issues, - Reason why the expenditure/revenue was not included during budget development, - Details if there is adequate funding at the department level to fully or partially absorb the cost,
- If the budget adjustment requires the use of fund balance, explain that the fund has adequate funds available,
- If the budget adjustment increases fund balance, explain why, - Amount of the budget adjustment and calculations as needed. 6 - General Considerations
Any budget adjustment request that does not comply with the annual budget ordinance (see Ordinance tab), administrative regulation, or these instructions will be returned to the requesting department for editing.

Use the City Attorney's recommendation for Council Communication and BA Justification language for the establishment of Capital Improvement Projects (CIP) and Non-Capital Multi-Year Projects.

Example: Staff recommends that Council authorize the establishment of a new Capital Improvement Project – the Roseville Police Department Expansion Design and Construction Project (the "Project"), and adopt an ordinance to approve a budget adjustment appropriating $2,081,000 in the Public Facilities Fund to the Project for design of a new parking lot (or parking structure) and completion of tenant improvements to the existing Police Department headquarters.

Budget adjustment must balance, which means:
- The Net Adjustment plus the Fund Balance Total fields in the Adjustment column must equal zero.
- Any Transfers in/out and Reimbursed Cost Charged/Received entries must include a corresponding matching pair.
- The budget adjustment must also be balanced by fund.

Use the words “Increase or Decrease” as applicable for the description of every line entry.

If your budget adjustment requires more than one page, please take the following steps:
- Include a note that says "Please see attachment";
- Complete the tab entitled "MultiplePageBudgetAdjustment"; - Add additional tab if necessary to the budget adjustment request.

If you have questions or need assistance preparing this form, please contact your Budget Analyst.

REQUEST FOR BUDGET ADJUSTMENT
Updated 07/03/2025
Please complete the cells highlighted in yellow.

REQUESTER NAME & TITLE: Ed Scofield, Alt. Transportation Manager FISCAL YEAR: 2025-26 PREPARER NAME & TITLE: Zachary Presley, Transportation Planner ORDINANCE:

DEPARTMENT/DIVISION: Public Works / Alternative Transportation

EXPENDITURES/EXPENSES/TRANSFERS OUT
ACCOUNT STRING BUDGET ($) DESCRIPTION Fund Account Center Project Adjustment 6511 6587 84001 700076 600,000 Establish capital outlay expense budget for ZEB Depot Phase III Project
EXPENDITURES/EXPENSES/TRANSFERS OUT TOTAL 600,000

REVENUES/TRANSFERS IN
ACCOUNT STRING BUDGET ($) DESCRIPTION Fund Account Center Project Adjustment 6511 4410 84001 700076 600,000 Establish state grants revenue budget for ZEB Depot Phase III Project
REVENUES/TRANSFERS IN TOTAL 600,000

NET ADJUSTMENT -

FUND BALANCE
ACCOUNT STRING BUDGET ($) DESCRIPTION Fund Account Center Project Adjustment 3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000

FUND BALANCE TOTAL -
Justification for Budget Adjustment:

The Public Works Department recommends that Council authorize the establishment of a new Capital Improvement Project – Roseville Transit Zero Emission Bus (ZEB) Depot Phase III Project (700076).

The City of Roseville has received an annual allocation of $600,000 in state revenue from the Low Carbon Transit Operations Program (LCTOP). This budget adjustment will increase both revenue and expenditure budgets in the Transit Fund (6511) to reflect the funds received and allow for implementation of the project.

For Budget Team Use Only Ordinance =
Budget Entry Name =
Changed Row Status Key *Fund[..] *Account[..] *Center[..] *Project[..] *Function[..] 6511 6587 84001 700076 00000
6511 4410 84001 700076 00000

no cents
*Interfund[..] *Future[..] Jul-25
0000 00000 600,000.00
0000 00000 600,000.00

Comment
Establish capital outlay expense budget for ZEB Depot Phase III Project
Establish state grants revenue budget for ZEB Depot Phase III Project

City Council
Communication
Meeting Date: 8/6/2025
Item #: VI.4
File #: 0900-04 & 0201-01
Item ID: 2025-469
Title: 316 Vernon Street Classroom to Conference and Training Room Conversion - Approval of New Capital Improvement Project and Budget Adjustment
Contact: Andre Baranov 916-774-5342 [email protected]

SUMMARY
Staff recommends approval of a new Capital Improvement Project and budget adjustment for the conversion of four (4) third floor Classrooms to Conference and Training Rooms at 316 Vernon Street. The 316 Vernon Street Conference Rooms Project is estimated to cost $135,000 and is funded by the General Fund Capital Reserve Fund.

RECOMMENDATION
Staff recommends that the City Council approve a new Capital Improvement Project to convert four (4) third floor Classrooms to Conference and Training Rooms at 316 Vernon Street and adopt an ordinance to approve a budget adjustment in the amount of $135,000, allocating funds from the General Fund Capital Reserve Fund for the project.

BACKGROUND
The City of Roseville has been steadily growing and the need for additional collaboration spaces for City staff has become apparent over the last several years. The vacating of Sierra College activities from the 316 Vernon Street building is providing the opportunity to satisfy this need. Staff propose that the City occupy the remaining 3rd floor classrooms, four in total, and convert them into meeting rooms, training rooms, and central collaboration spaces. This 316 Vernon Street Conference Room project is being proposed to construct the necessary exiting doors, flooring, and furnishing improvements to accomplish this purpose.

FISCAL IMPACT
The proposed budget adjustment for $135,000, funded through the General Fund Capital Reserve Fund, will fund the project.

ENVIRONMENTAL REVIEW
The proposed project involves the minor alteration of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Andre Baranov, Project Supervisor

Jason Shykowski, Public Works Director
ATTACHMENTS:

1. 316 Vernon - Conference Room Plan

2. Ordinance 6970

3. Notice of Exemption
REVIEWERS:

Andre Baranov, Public Works Department - Facilities Created/Initiated - 7/11/2025
James Kremko, Public Works Department - Facilities Approved - 7/11/2025 Jason Shykowski, Public Works Department - Engineering - Traffic Engineering
Approved - 7/17/2025
Gretchen Hakala, City Attorney Department Approved - 7/21/2025 Katrina Six, City Clerk Department Approved - 7/21/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 7/21/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/24/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/25/2025 Dominick Casey, City Clerk Department Approved - 7/25/2025 Katrina Six, City Clerk Department Final Approval - 7/25/2025

I.T.

Building Area Legend

COMMON SPACE - NOT IN
SCOPE
I.T.

I.T. EXPANSION

NEW SHARED SPACE

SHARED SPACE
2905 SF

COMMON SPACE -

NOT IN SCOPE
2261 SF

NEW SHARED SPACE

CLASSROOM
350

CLASSROOM
349

EXISTING EXISTING
Wall Legend
Demolished
Existing Wall
New Wall

EXISTING
OFFICE

EXISTING

EXISTING AREA OF

CONFERENCE
327
(B)624 SF / 15 SF
42 CONFERENCE
328
(B)319 SF / 15 SF
22 OPEN OFFICE
319
(B)5364 SF / 100 SF
54 OFFICE
329
(B)153 SF
/100 SF
2 OFFICE
330
OFFICE
331
OFFICE
332
OFFICE
333

COUNTER/LOBBY
320
OFFICE
326
OFFICE
325
OFFICE
324
WOMEN
304

JANITOR
302
MEN
305

ELEC ROOM
308
(B)160 SF
/ 100 SF
2 (B)211 SF
/ 100 SF
3 (B)220 SF
/ 100 SF
3 (B)303 SF
/ 100 SF
3 (B)122 SF
/ 100 SF
2 (B)119 SF
/ 100 SF
2 (B)121 SF
/ 100 SF
2 CORRIDOR
301
(B)160 SF / 15 SF
18 1
58SF/300SF
109 SF/
300 SF
1 DATA
312
DATA
312
(B)35 SF / 300 SF
1 BREAK ROOM
341
COPY
342
OFFICE
339
OFFICE
338
OFFICE
337
OFFICE
336

OPEN OFFICE
340

EXERCISE LAB
354
ELEV 2
ELEV 1
MECH.

SHAFT

OPEN OFFICE
323
(B)471 SF / 100 SF
5 OPEN OFFICE
322
(B)1482 SF / 100 SF
2 VEST

STORAGE
351
(B)137 SF
/300 SF
1 COMPUTER LAB
352
(E)312 SF / 50 SF
6 CORRIDOR
(E)813 SF / 50 SF
16 (E)952 SF / 20 SF
47 (E)955 SF / 20 SF
48 (B)389 SF / 15 SF
26 (B)472 SF / 100 SF
5 (B)548 SF / 100 SF
6 (B)124 SF
/ 100 SF
2 (B)121 SF
/ 100 SF
2 (B)120 SF
/ 100 SF
2 (B)121 SF
/ 100 SF
2 STORAGE
344
(B)111 SF / 300
SF
1 CORRIDOR

SOUTH CORRIDOR

OPEN OFFICE
343
(B)1164 SF / 100 SF
12 NORTH CORRIDOR
WOMEN
310
MEN
309

STAFF (M)
314

STAFF (W)
313
STAIR 3
311

MOTHER'S ROOM
346
I.T.

SHARED SPACE

COMMON SPACE -

NOT IN SCOPE
I.T. EXPANSION
2261 SF

NEW SHARED SPACE
I.T.

Add Double Opposing Sound Rated Door

CONFERENCE

MULTI PURPOSE
350
349
OPTION A - INTERVENING EXIT * SUBJECT TO BUILDING DEPARTMENT CODE VERIFICATION AND ACCEPTANCE

TRAINING

CLASSROOM

TRAINING

CLASSROOM

EXISTING

LACTATION ROOM
(E)312 SF / 20 SF
16 (E)813 SF / 20 SF
41 (A-3) 952 SF / 15 SF
62 (A-3/A-2) 955 SF / 15 SF
62 CHANGE OF USE

IN THIS AREA
WWW.ROSEVILLE.CA.US
Scale
Date
Drawn By
Checked By
Project Number
1/8" = 1'-0"
6/16/2025 4:55:24 PM
A1.3.1
Conference Room
Remodel

CITY OF

ROSEVILLE
316 Vernon
AJB
ND
Issue Date
Project Number
1/8" = 1'-0" 1
Level 3 - Existing Use Plan
No. Description Date
1/8" = 1'-0"
2 Level 3 Remodel- Intervining

SCOPE DESCRIPTION

BREAK ROOM

1. INSTALL BIDIRECTIONAL EXIT
DOOR

2. TABLES AND CHAIRS

FOR BREAK ROOM

3. AVL EQUIPMENT.

4. MISC. EQUIPMENT AND
SUPPLIES.

CONFERENCE ROOM

5. INSTALL CARPET IN

CONFERENCE ROOM

6. PERMANENT TABLES
AND CHAIRS FOR 20

PERSONS

7. AVL EQUIPMENT
(PORTABLE BY I.T.)

8. MISCELLANEOUS

FURNITURE

ORDINANCE NO. 6970

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2025-26

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE
THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2025-26, is hereby amended as listed on the attached budget adjustment for the 316 Vernon Street Classroom to Conference and Training Room Conversion project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

REQUEST FOR BUDGET ADJUSTMENT
Updated 05/29/2025
Please complete the cells highlighted in yellow.

REQUESTER NAME & TITLE: FISCAL YEAR:

PREPARER NAME & TITLE: ORDINANCE:

DEPARTMENT/DIVISION:

EXPENDITURES/EXPENSES/TRANSFERS OUT
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment

DESCRIPTION
1012 5433 84001 500639 120,000 Establish Repair & Maintenance budget for 316 Vernon St Conference Rooms Project
1012 5080 84001 500639 15,000 Establish Internal Labor budget for 316 Vernon St Conference Rooms Project
EXPENDITURES/EXPENSES/TRANSFERS OUT TOTAL 135,000

REVENUES/TRANSFERS IN
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment

DESCRIPTION

REVENUES/TRANSFERS IN TOTAL -
NET ADJUSTMENT 135,000

FUND BALANCE
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment

DESCRIPTION
1012 3601 00000 000000 (135,000) Decrease General Fund Capital Reserve Fund Fund Balance
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
FUND BALANCE TOTAL (135,000)
Justification for Budget Adjustment:

The Public Works Department recommends that Council authorize the establishment of a new Capital Improvement Project – 316 Vernon St Conference Rooms (#500639), and adopt an ordinance to approve a budget adjustment appropriating $135,000 in the General Fund Capital Reserve Fund (1012) to the Project for converting classroom spaces to conference rooms.

The project consists of repurposing the former Sierra College 316 Vernon St Building, 3rd floor classrooms, for staff conference rooms and training rooms, four in total. This 316 Vernon St Conference Room project is being proposed to construct the necessary exit doors, exit signage, and provide conference room furnishings.

Andre Baranov - Project Supervisor 2025-26
Andre Baranov - Project Supervisor
Public Works Facilities

Notice of Exemption
To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678
Project Title: 316 Vernon Street Classroom to Conference and Training Room Conversion Project Location(s): 316 Vernon Street, Roseville, California 95678 Project Description: The project consists of retrofitting four 3rd floor classrooms in 316 Vernon Street to conference and training Rooms. The most recent tenant, Sierra College, has vacated the space, and City staff determined that the four classrooms would provide the space needed to meet current staff needs with training rooms and central collaboration spaces. All work would be limited to within the footprint of the existing building and consists of adding doors, emergency signage, flooring, and furnishings. There would be changes to the exterior of the building. The project would not result in the expansion of use or capacity.

Public Agency Approving Project: Roseville City Council Agency/Individual Carrying Out Project: City of Roseville Public Works Department Reason why this Project is Exempt: This project qualifies for a Class 1 Exemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 1 consists of the…minor alteration of existing public…facilities, [or] mechanical equipment…involving negligible or no expansion of existing or former use…. Examples include but are not limited to: (a) Interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances…”

The project is confined to within the existing building located at 316 Vernon Street and would not result in expansion of use. No environmentally sensitive resources are located within or adjacent to the property; therefore the Class 1 exemption is applicable to the proposed project.

Lead Agency Contact Person: Andre Baranov, Public Works Department, Facility Services, 2005 Hilltop Circle, Roseville, CA 95747. (916) 774-5342.

Signature: Date: 7/21/2025
Jessica Lynch, Environmental Coordinator,
City of Roseville

City Council
Communication
Meeting Date: 8/6/2025
Item #: VI.5
File #: 0206-03-01
Item ID: 2025-435
Title: Community Facilities District No. 4 (Public Services) - De-annexation of Annexation No. 9 (1028 Main Street Subdivision)
Contact: Jeannine Thrash 916-774-5473 [email protected]

SUMMARY
Staff recommends approval of the recordation of a Notice of Cessation of Special Tax for certain property within the City's Community Facilities District No. 4 (Public Services) (CFD 4). The property owner requested to de-annex from CFD 4, with the agreement that any maintenance, repair and replacement of the landscaped area will be the responsibility of the property owner, including all future successors in title or owners of the subject property. On July 16, 2025, the City Council approved a Maintenance Agreement for the 1028 Main Street Subdivision, which allows the landscape area to be privately maintained in accordance with the terms of the agreement. There is no fiscal impact on the General Fund.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution approving the recordation of a Notice of Cessation of Special Tax for certain property within the City of Roseville Community Facilities District No. 4 (Public Services).

BACKGROUND
On September 20, 2023, the City Council approved Resolution No. 23-376 to annex the 1028 Main Street Subdivision into CFD 4, authorizing the levy of a special tax and submitting the levy of tax to qualified electors. The property owner requested to de-annex from CFD 4, with the agreement that any maintenance, repair, and replacement of the landscaped area will be the responsibility of the property owner, including all future successors in title or owners of the subject property. On July 16, 2025, the City Council approved a Maintenance Agreement for the 1028 Main Street Subdivision, which allows the landscape area to be privately maintained in accordance with the agreement.

The de-annexation will happen in the circled project area below:

FISCAL IMPACT
There is no fiscal impact to the General Fund. Maintenance costs will be borne by the property owner.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The adoption of the resolution meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Jeannine Thrash, Management Analyst
Scott Pettingell, Finance Director
ATTACHMENTS:

1. Resolution 25-259
REVIEWERS:

Jeannine Thrash, Finance Department Created/Initiated - 6/25/2025 Scott Pettingell, Finance Department - Budget Approved - 6/25/2025 Gretchen Hakala, City Attorney Department Approved - 7/21/2025

Katrina Six, City Clerk Department Approved - 7/21/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 7/21/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/24/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/24/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/24/2025 Katrina Six, City Clerk Department Final Approval - 7/24/2025

CITY COUNCIL OF THE CITY OF ROSEVILLE
RESOLUTION NO. 25-259

A RESOLUTION APPROVING RECORDATION OF A NOTICE OF

CESSATION OF SPECIAL TAX FOR CERTAIN PROPERTY WITHIN THE CITY OF ROSEVILLE COMMUNITY FACILITIES DISTRICT NO. 4 (PUBLIC

SERVICES)
WHEREAS, on May 15, 2005, the City Council (the “Council”) adopted Resolution No. 05-227, which formed the City of Roseville Community Facilities District No. 1 (Public Services) (the “CFD”), and on June 21, 2005, the City recorded in the Placer County Recorder’s Office, a Notice of Special Tax Lien as Document No. 2005-0079310 imposing a special tax lien on parcels within the CFD at that time; and
WHEREAS, on September 21, 2023, the City recorded in the Placer County Recorder’s Office, an Amendment to Notice of Special Tax Lien, as Document No. 2023-0050601 to annex a parcel to the CFD as “Annexation No. 9” and shown on the annexation boundary map heretofore recorded in the Placer County Recorder’s Office on September 8, 2023 at Book 4 Maps of Assessment and Community Facilities Districts at Page 96 in the office of the County Recorder of the County of Placer (the “Annexation No. 9 Parcel”); and WHEREAS, the owner of the Annexation No. 9 Parcel has agreed to maintain landscaping so there will be no city maintenance requirement associated with that parcel, and the owner of the parcel has requested the Council to remove the Annexation No. 9 parcel from the CFD; and
WHEREAS, the Council now desires to remove the Annexation No. 9 parcel from the CFD.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF ROSEVILLE RESOLVES AS FOLLOWS:

SECTION 1. In accordance with Government Code Section 53330.5, the Council hereby finds, determines and declares that the obligation to pay the special tax authorized to be levied on the Annexation No. 9 Parcel, known as Assessor’s Parcel No. 015-080-030-000, has ceased and that the lien imposed by the Amended Notice of Special Tax Lien referenced above is extinguished, and the special tax on Annexation No. 9 Parcel shall no longer be levied. The Council hereby authorizes and directs the recordation of a Notice of Cessation of Special Tax substantially in the form attached hereto as Exhibit A, to evidence the fact that said lien is extinguished.

SECTION 2. The City Clerk and her designee (each, an “Authorized Officer”) is hereby delegated authority to execute and record, in the Placer County Recorder’s Office, a Notice of Cessation of Special Tax regarding the Annexation No. 9 Parcel in the CFD consistent with the requirements of Government Code Section 53330.5.

SECTION 3. The Authorized Officers and other appropriate City staff are hereby authorized and directed to execute and deliver such additional certificates, documents and agreements as they may determine are necessary or helpful to effectuate the purposes of this resolution.

SECTION 4. This Resolution shall take effect immediately upon its adoption. * * * * * * * * * * * *
The foregoing Resolution was adopted by the City Council of the City of Roseville on the ______ day of ________, 2025, on the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

ABSTAIN: COUNCILMEMBERS:

Mayor
ATTEST:

City Clerk

EXHIBIT A

RECORDING REQUESTED BY AND
AFTER RECORDATION, PLEASE RETURN TO:

City Clerk Department
City of Roseville
311 Vernon Street, Suite 208
Roseville, CA 95678
Telephone: (916) 774-5263
____________________________________________________________________________ SPACE ABOVE THIS LINE FOR RECORDER’S USE

NOTICE OF CESSATION OF SPECIAL TAX

CITY OF ROSEVILLE
COMMUNITY FACILITIES DISTRICT NO. 4
(Public Services)
In accordance with Government Code Section 53330.5, the undersigned City Clerk of the City of Roseville (“City”) hereby gives notice that the City Council of the City of Roseville has determined that the special tax authorized to be levied on taxable property referred to in Exhibit A hereto and within the above-referenced community facilities district (the “CFD”) shall cease to be levied, and has directed the recordation of this Notice of Cessation of Special Tax to evidence the fact that the special tax for the CFD has ceased and that the lien imposed by the Notice of Special Tax Lien for the CFD, heretofore recorded in the Office of the Placer County Recorder’s Office on June 21, 2005, as Document No. 2005-0079310, as amended by an Amendment to Notice of Special Tax Lien, heretofore recorded in the Office of the Placer County Recorder’s Office on September 21, 2023, as Document No. 2023-0050601, is extinguished with respect to such real property referred to in Exhibit A hereto and located within the CFD.

The territory removed from the CFD is set forth in the annexation boundary map of the CFD heretofore recorded in the Placer County Recorder’s Office on September 8, 2023 at Book 4 Maps of Assessment and Community Facilities Districts at Page 96 in the office of the County Recorder of the County of Placer, State of California. The assessor’s tax parcel number of the parcel removed from the CFD, together with the names of the owners thereof, as appears on the latest secured assessment roll as of the date of recording hereof or as are otherwise known to the City are as set forth in Exhibit A.

For further information concerning this Notice of Cessation of Special Tax, interested persons should contact the Assistant City Manager/Chief Financial Officer, City of Roseville, 311 Vernon Street, Roseville, CA 95678.

Dated: As of ________, 2025
By:

Carmen Avalos
City Clerk
Exhibit A – Assessor’s Parcel Number and Owners

EXHIBIT A
Assessor’s Parcel Number and Owners

CITY OF ROSEVILLE
COMMUNITY FACILITIES DISTRICT NO. 4
(Public Services)
Annexation No. 9 - Removed
Assessor’s
Parcel No.

Name
of Property Owner
015-080-030-000 Chad Phillips and Kasha Phillips

City Council
Communication
Meeting Date: 8/6/2025
Item #: VI.6
File #: 0800-03
Item ID: 2025-459
Title: Western System Power Pool Agreement Collateral Annex Contact: Patrick Zanardelli 916-774-5673 [email protected]

SUMMARY
Staff recommends approval of the Western Systems Power Pool (WSPP) Collateral Annex, including the Cover Sheet Elections, with Dynasty Power Inc. (“Dynasty”). The documents supplement the WSPP Agreement previously executed by the City and establish industry-standard credit and collateral provisions that would apply to any future wholesale physical power transactions with Dynasty under the WSPP framework. There is no cost associated with the execution of these documents.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute the Western System Power Pool Collateral Annex and Cover Sheet Elections with Dynasty Power Inc.

BACKGROUND
Council approved updated Electric Utility Risk Management Policies in May 2025. These policies require Roseville Electric Utility to manage the financial risks associated with providing electricity by limiting cost exposure through the procurement of fixed-price electricity and natural gas over a three-year planning horizon.

Roseville Electric Utility has historically used the Western Systems Power Pool (WSPP) Agreement as its standard contractual framework for physical power transactions. The Collateral Annex and Cover Sheet Elections are standardized supplements to that agreement, used to define bilateral credit and collateral obligations with individual counterparties. These documents provide enhanced credit protections to the City by requiring the posting of collateral when exposure thresholds are exceeded or credit conditions change.

While both Roseville and Dynasty are WSPP signatories, they have not previously transacted under the WSPP framework. Executing the Collateral Annex and Cover Sheet Elections with Destiny does not authorize any transactions but ensures credit protections are in place should Roseville elect to transact with Dynasty in the future.

Any such transactions will remain subject to the City’s Energy Trading Authority Policy (Resolution No. 25- 149), approved by City Council on May 21, 2025.

FISCAL IMPACT
There is no fiscal impact associated with the execution of the WSPP Collateral Annex and Cover Sheet Elections with Dynasty Power Inc., as these documents serve as enabling agreements. No transactions are currently pending between the parties under the WSPP framework. Any future transactions conducted under the agreement will be subject to the Roseville Electric Utility Energy Risk Management Policies and must comply with the Energy Trading Authority Policy.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378.

Entering into enabling agreements with Dynasty Power Inc. is not considered a “project” as defined by CEQA and consequently no CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world
Respectfully Submitted,
Patrick Zanardelli, Electric Business Analyst
Daniel Beans, Electric Utility Director
ATTACHMENTS:

1. Resolution 25-263

2. WSPP Collateral Annex w/ Dynasty

3. WSPP Collateral Annex Cover Sheet w/ Dynasty
REVIEWERS:

Patrick Zanardelli, Electric Department - Customer & Government Relations and Financial & Administrative
Created/Initiated -
7/15/2025
Joanna Cucchi, Electric Department - Financial & Administrative Approved - 7/16/2025 Daniel Beans, Electric Department - All Approved - 7/16/2025 Gretchen Hakala, City Attorney Department Approved - 7/22/2025 Katrina Six, City Clerk Department Approved - 7/22/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 7/23/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/24/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/24/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/24/2025 Katrina Six, City Clerk Department Final Approval -
7/24/2025

RESOLUTION NO. 25-263

APPROVING THE WESTERN SYSTEMS POWER POOL COLLATERAL ANNEX AND

COVER SHEET ELECTIONS, BY AND BETWEEN THE CITY OF ROSEVILLE AND DYNASTY POWER INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE

THEM ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, Roseville Electric Utility has historically used the Western Systems Power Pool (WSPP) Agreement as its standard contractual framework for physical power transactions; and
WHEREAS, the Collateral Annex and Cover Sheet Elections are standardized supplements to that agreement, used to define bilateral credit and collateral obligations with individual counterparties; and
WHEREAS, the Collateral Annex and Cover Sheet Elections to the WSPP Agreement, by and between the City of Roseville and Dynasty Power Inc., have been reviewed by the City Council.

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Western Systems Power Pool Collateral Annex and Cover Sheet Elections are hereby approved and that the City Manager is authorized to execute them on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

Revision November 30, 2009
1 COLLATERAL ANNEX
to the

WSPP AGREEMENT
This Collateral Annex to the WSPP Agreement together with the Cover Sheet Elections (collectively, the “Collateral Annex”), dated as of June 20, 2025, between City of Roseville (“Party A”) and Dynasty Power Inc (“Party B”) (each a “Party” and, collectively, the “Parties”), is applicable to all transactions between the Parties conducted under the WSPP Agreement, including any amendments and annexes thereto agreed between the Parties (collectively, the “WSPP Agreement”).

The Obligations of each Party to the other Party under the WSPP Agreement shall be secured in accordance with the provisions of this Collateral Annex, which sets forth the conditions under which a Party will be required to deliver Performance Assurance and the conditions under which a Party will be required to release and return Performance Assurance.

To the extent there are any inconsistencies between the terms and conditions of the WSPP Agreement and this Collateral Annex, this Collateral Annex shall prevail. To the extent there are any inconsistencies between the terms and conditions of this Collateral Annex, excluding the Cover Sheet Elections, and the Cover Sheet Elections, the Cover Sheet Elections shall prevail.

1. Definitions.

For purposes of this Collateral Annex, the following terms have the meanings set forth below or in the provisions referred to below:
“Beneficiary Party” means, at any time, the Party entitled to receive, or that has received and is the beneficiary of, Performance Assurance provided by, or on behalf of, the Posting Party.
“Business Day(s)” has the meaning stated in section 4.1b of the WSPP Agreement. “Cash” means U.S. dollars held by, or on behalf of, a Party as Performance Assurance and which shall be, for purposes of obtaining and perfecting a security interest hereunder, treated as “money” as defined in the UCC.
“Custodial Bank” means a Qualified Institution that has executed a Deposit Account Agreement.
“Collateral Annex” has the meaning stated in the introductory paragraph of this Collateral Annex.
“Collateral Threshold” means, with respect to a Party, the collateral threshold, if any, set forth in Part I of the Cover Sheet Elections for that Party, or if no amount is set forth for such Party, such amount shall be zero (0).
“Credit Rating” means, with respect to an entity other than a Qualified Institution, but including, as applicable, a Party or its Guarantor, as the case may be, on any date of determination: (a) the rating then assigned to such entity’s (i) unsecured debt (such debt not supported by third-party credit enhancement) or (ii) if such rating in clause (i) is unavailable, its corporate credit rating, in each case as issued by Standard & Poor’s (“S&P”), Moody’s Investors

2 Service (“Moody’s”), or Fitch, Inc. (“Fitch”) or other rating agency or agencies to which the Parties may agree in writing, or (b) other such rating to which the Parties may agree in writing, and as further defined or described by the Parties in the Cover Sheet Elections. With respect to a Qualified Institution, “Credit Rating” refers to the ratings issued to the applicable commercial bank or trust company by S&P or Moody’s. “S&P,” “Moody’s” and “Fitch” each includes its successors.
“Collateral Requirement” has the meaning stated in Section 4(c) of this Collateral Annex. “Dealer” has the meaning stated in Section 4.2b of the WSPP Agreement except that no Party or any parent, subsidiary, or other affiliate of a Party shall be a Dealer for purposes of this Collateral Annex.
“Demand Notice” has the meaning given in Section 4(a) hereof. “Deposit Account” means a demand, time, savings, passbook or similar account maintained with a Qualified Institution and subject to a Deposit Account Agreement, which Deposit Account shall, for purposes of obtaining and perfecting a security interest hereunder, be a “deposit account” as defined in UCC § 9-102.
“Deposit Account Agreement” is an agreement, executed by the Parties and a Custodial Bank with which the Deposit Account is or will be maintained under this Agreement, that provides the Beneficiary Party with control of the Deposit Account within the meaning of UCC § 9-104.
“Defaulting Party” has the meaning stated in Section 22.1 of the WSPP Agreement. “Downgrade Event” has the meaning stated in Section 6(a)(iv) of this Collateral Annex. “Downgraded Party” has the meaning stated in Section 6(a)(iv) of this Collateral Annex. “Early Termination” means a termination of one or more transactions in accordance with Section 22.2 of the WSPP Agreement due to an Event of Default. “Eligible Beneficiary Party” has the meaning stated in Section 6(a)(i) of this Collateral Annex.
“Event of Default” has the meaning stated in Section 22.1 of the WSPP Agreement as modified by Section 3 of this Collateral Annex.
“Guarantor” has the meaning stated in Section 4.7e of the WSPP Agreement and is the entity, if any, identified in Part I of the Cover Sheet Elections. “Interest Rate” has the meaning stated in Part VI of the Cover Sheet Elections. “LC Issuer” means (a) an entity having a capital surplus of at least one billion United States dollars ($1,000,000,000.00) and having a Credit Rating of at least (i) “A-” by S&P and “A3” by Moody’s, if such entity is rated by S&P and Moody’s, or (ii) “A-” by S&P or “A3” by Moody’s, if such entity is rated by either S&P or Moody’s, but not both, or (b) any other entity to which the Parties agree in the Cover Sheet Elections or otherwise in writing, provided, that the

3 Parties may agree to another definition of LC Issuer in Part VII of the Cover Sheet Elections or otherwise in writing, which other definition shall supercede the foregoing. “Letter of Credit” means an irrevocable, non-transferable, standby letter of credit, issued by a LC Issuer in a form consistent with the Parties’ agreements stated in Part VII of the Cover Sheet Elections and which letter of credit is otherwise reasonably acceptable to the Beneficiary Party.
“Letter of Credit Default” means with respect to an outstanding Letter of Credit and prior to the time such Letter of Credit is required to be canceled or returned to a Party in accordance with the terms of this Collateral Annex, the occurrence of any of the following events: (a) the issuer of the Letter of Credit has failed to satisfy the criteria of a LC Issuer under this Collateral Annex, the Cover Sheet Elections, or other agreements of the Parties, as applicable; (b) the LC Issuer has failed to comply with or perform its obligations under such Letter of Credit, including, but not limited to a failure to comply with a request to draw thereon in accordance with its terms; (c) the LC Issuer has disaffirmed, disclaimed, repudiated or rejected, in whole or in part, or challenged the validity of, such Letter of Credit; (d) such Letter of Credit has expired or terminated, or has failed or ceased to be in full force and effect at any time during the term of any transaction under the WSPP Agreement for which Performance Assurance is required to be kept in full force and effect hereunder, in any such case without replacement within three (3) Business Days following the date such Letter of Credit expired, terminated or failed or ceased to be in full force and effect; (e) the LC Issuer has initiated or become subject to, or any other party has initiated against LC Issuer (i) a bankruptcy, reorganization, moratorium, liquidation or similar insolvency proceeding under federal or state law, (ii) a similar proceeding for relief under any federal or state bankruptcy or insolvency law affecting creditor’s rights, or (iii) a proceeding to liquidate or wind-up the business or affairs of the LC Issuer; (f) the LC Issuer makes an assignment for the benefit of creditors; or (g) the LC Issuer admits in writing its inability to pay its debts generally as they become due.
“Material Adverse Change” has the meaning stated, for the applicable Party, in Part II of the Cover Sheet Elections.
“Minimum Transfer Amount” means, with respect to a Party, the amount set forth in Part IV of the Cover Sheet Elections for such Party, or if no amount is filled in for such Party, such amount shall be zero (0).
“Non-Performing Party” has the meaning stated in Section 21.3 of the WSPP Agreement.
“Obligations” means, with respect to a Posting Party (a) all debts, liabilities and amounts due or that may become due from the Posting Party to the Beneficiary Party pursuant to (i) the WSPP Agreement, (ii) all outstanding Confirmation Agreements between the Parties under the WSPP Agreement, (iii) this Collateral Annex, (iv) any Security Agreement and (v) any other documents, instruments or agreements executed in connection therewith; and (b) all amounts owed under any modifications, renewals or extensions of the foregoing. “Party” and “Parties” have the respective meanings stated in the introductory paragraph of this Collateral Annex.
“Performance Assurance” means collateral in the form of (i) Cash (whether posted directly with a Beneficiary Party or the Custodial Bank in a Deposit Account, (ii) a Letter of

4 Credit, or (iii) other security in form and subject to terms and conditions that are acceptable to the Beneficiary Party in its sole and absolute discretion. Interest payments on Cash held by a Beneficiary Party will constitute Performance Assurance in the form of Cash. Interest payments on Cash deposited into or otherwise held in a Deposit Account with a Custodial Bank will constitute a part of the Deposit Account held as Performance Assurance. For all purposes hereunder, Performance Assurance in the form of Cash is a margin payment within the meaning of the Bankruptcy Code, 11 U.S.C. § 101 et seq., including but not limited to sections 101(38), 362(b)(6), 546(e), 548(d), and 556 thereof.
“Posting Deadline” has the meaning given in Part VI of the Cover Sheet Elections. “Posting Party” means, at any time, the Party required to post, or that has posted, Performance Assurance to, or for the benefit of, the Beneficiary Party. “Potential Event of Default” means an event which, (a) with the giving of notice required under Section 22.1 of the WSPP Agreement, if any is required, and (b) the failure to remedy or cure under Section 22.1 of the WSPP Agreement, if remedy or cure is permitted, or both (a) and (b), would be an Event of Default.
“Qualified Institution” means (a) a commercial bank or trust company organized under the laws of the United States or Canada or a political subdivision thereof having a capital surplus of at least one billion United States dollars ($1,000,000,000.00) and having a Credit Rating of at least (i) “A-” by S&P and “A3” by Moody’s, if such entity is rated by S&P and Moody’s or (ii) “A-” by S&P or “A3” by Moody’s, if such entity is rated by either S&P or Moody’s, but not both, or (b) any other commercial bank or trust company, or other entity, to which the Parties agree in writing.
“Reduction Deadline” has the meaning given in Part VI of the Cover Sheet Elections. “Replacement Letter of Credit” has the meaning given in Section 6(c) hereof. “Replacement Performance Assurance” has the meaning given in Section 6(c) hereof. “Rounding Amount” means, with respect to a Party, the amount, set forth in the Cover Sheet Elections for such Party, or if no amount is filled in for such Party, such amount shall be zero (0).
“Security Agreement” means a Security Agreement, which may be in the form attached hereto, applicable to Performance Assurance in a form other than Cash or a Letter of Credit. “Termination Date” means the date on which the Beneficiary Party shall have received full and final payment of all of the Obligations.
“Termination Payment” means, for purposes of this Collateral Annex, the Termination Payment calculated under Section 22.3 of the WSPP Agreement. “UCC” means the Uniform Commercial Code as in effect from time to time in the State of Utah, without regard to the conflicts of laws rules thereof, except to the extent that the perfection, the effect of perfection or nonperfection and the priority of the security interest granted hereunder, or remedies hereunder, are governed by the law of any jurisdiction other

5 than the State of Utah, the term UCC shall mean the Uniform Commercial Code of such other jurisdiction as necessary to give complete effect to this Collateral Annex. “WSPP Agreement” has the meaning stated in the introductory paragraph of this Collateral Annex.

2. Encumbrance; Grant of Security Interest.
(a) As security for the prompt and complete payment and performance when due of a Party’s Obligations now existing or hereafter arising, each Party hereby pledges, assigns, conveys and transfers to the other Party, and hereby grants to the other Party, a present and continuing security interest in and to, and a general first lien upon and right of set off against, all Performance Assurance which has been or may in the future be transferred to, or received by, the other Party or a Custodial Bank, for the benefit of such other Party, and all interest and other proceeds from time to time received or receivable in respect of, or in exchange for, any or all of the foregoing. Each Party agrees to take such action as the other Party reasonably requests in order to create and perfect the other Party’s continuing security interest in, lien on, and right of setoff against, such Performance Assurance.
(b) The security interest created hereunder shall (i) remain in full force and effect until the security interest granted hereby is terminated in accordance with the second sentence of this Section 2(b), (ii) be binding upon the Posting Party, its successors and assigns and (iii) inure to the benefit of the Beneficiary Party and its successors, transferees and assigns. On the Termination Date, the security interest granted hereunder shall terminate and all rights to the Performance Assurance shall revert to the Posting Party. Upon such termination, the Beneficiary Party shall return all Performance Assurance in its possession or otherwise under its control to the Posting Party pursuant to Section 5(b) of this Collateral Annex and, at the Posting Party’s expense, execute and deliver to the Posting Party such documents as the Posting Party shall reasonably request to evidence termination of the security interest.
(c) The security interest created hereunder is in addition to, and not in lieu of, any and all remedies that may be available under the WSPP Agreement. (d) In the event a Party claims in any judicial proceeding that the grant set forth in Section 2(a) of this Collateral Annex is ineffective and fails to prevail on the claim, then that Party shall pay the other Party’s reasonable attorneys fees incurred in defending against the claim.

3. Additional Events of Default.

The following event is added as an additional Event of Default under Section 22.1 of the WSPP Agreement and is incorporated therein for all purposes under this Collateral Annex:
(f) A Party fails to establish, maintain, transfer or extend Performance Assurance, or return Excess Performance Assurance, in any such case when required pursuant to the Parties’ Collateral Annex.

6 4. Collateral Requirement.
(a) From time to time, on any Business Day prior to 12 p.m. New York time (but no more than once daily), the Beneficiary Party may demand by notice (each a “Demand Notice”) that the Posting Party transfer Performance Assurance to or for the benefit of the Beneficiary Party, in an amount no less than the Collateral Requirement, provided that both conditions (i) and (ii) of this Section 4(a) are satisfied.
(i) No Event of Default has occurred and is continuing where the Beneficiary Party is the Defaulting Party and no Potential Event of Default exists where the Beneficiary Party is the potentially Defaulting Party; (ii) No Early Termination has occurred or been designated with respect to such Beneficiary Party.
(b) After receiving a Demand Notice from the Beneficiary Party pursuant to Section 4(a) of this Collateral Annex, the Posting Party shall, by the Posting Deadline, transfer, or cause to be transferred to the Beneficiary Party or a Custodial Bank, as the case may be, Performance Assurance to, or for the benefit of, the Beneficiary Party, in an amount no less than the Collateral Requirement as defined in Section 4(c) of this Collateral Annex, provided, however, that a Posting Party shall not have an obligation to transfer Performance Assurance until the Collateral Requirement exceeds the Minimum Transfer Amount, at which time the Posting Party shall transfer the entire amount of the Collateral Requirement to the Beneficiary Party, and provided further, that if under this Collateral Annex each Party has an obligation to maintain Performance Assurance with respect to the other Party, the Parties’ obligations to transfer Performance Assurance hereunder, including obligations to return Excess Performance Assurance under Section 5 of this Collateral Annex, at any time shall be determined on a net basis, and the Party with a net positive transfer obligation shall transfer Performance Assurance under this Section 4 in such amount.
(c) The “Collateral Requirement” is the amount calculated, as of the date of the Demand Notice, rounded up to the nearest integral multiple of the Rounding Amount, which is equal to (x) less (y), but no less than zero, where:
(x) is
the Termination Payment, if any, that would be owed to the Beneficiary Party if the Posting Party were the Defaulting Party under Section 22.1 of the WSPP Agreement, plus
the damages, if any, solely under Section 21.3 of the WSPP Agreement that would be owed to the Beneficiary Party if the Posting Party were the Non-Performing Party, and
(y) is

7 the amount of Performance Assurance previously provided by or otherwise credited to the Posting Party for the benefit of the Beneficiary Party and not released as of the time the Beneficiary Party made the demand, plus
the Collateral Threshold applicable to the Posting Party. (d) Any Letter of Credit shall be delivered to such address as the Beneficiary Party shall specify and any such demand made by the Beneficiary Party under this Section 4 shall specify account information for the account to which Performance Assurance in the form of Cash shall be delivered.

5. Reduction, Return, and Substitution of Performance Assurance. (a) Reduction of Performance Assurance. From time to time, on any Business Day prior to 12 p.m. New York time (but no more than weekly with respect to Letters of Credit and daily with respect to Cash or a Deposit Account with the Custodial Bank), a Posting Party may demand that the Beneficiary Party reduce Performance Assurance in an amount equal to the Excess Performance Assurance as defined in this Section, provided, that the Posting Party shall not have any right to demand such reduction if on or prior to such Business Day, an Event of Default has occurred and is continuing where the Posting Party is the Defaulting Party, a Potential Event of Default exists where the Posting Party is the potentially Defaulting Party, or an Early Termination has occurred or been designated with respect to such Posting Party for which the Posting Party has not satisfied its Obligations. The Beneficiary Party shall comply with the demand by transferring, or causing the transfer of, Cash to the Posting Party or reducing the amount(s) of outstanding Letter(s) of Credit the Posting Party previously posted, provided, however, that a Beneficiary Party shall not have an obligation to transfer or cause the transfer of Excess Performance Assurance until the Excess Performance Assurance exceeds the Minimum Transfer Amount, at which time the Posting Party shall transfer the entire amount of the Excess Performance Assurance to the Posting Party. The Posting Party shall have the right to specify such means of compliance, provided, that it may specify Cash only to the extent that Excess Performance Assurance is in the form of Cash held by the Beneficiary Party or a Custodial Bank. If Excess Performance Assurance is returned by reducing the face amount of an outstanding Letter of Credit, the Posting Party shall provide an amended, or a new, Letter of Credit in accordance with Section D of the Cover Sheet. The cost and expense of compliance (including, but not limited to, the reasonable costs and expenses of the LC Issuer or Custodial Bank) shall be the sole obligation of, and paid directly by, the Posting Party. If the Beneficiary Party pays any such cost or expense, the Posting Party shall reimburse the Beneficiary Party for each such cost and expense promptly following a demand for reimbursement. The Beneficiary Party shall comply with the demand on or before the Reduction Deadline. Any such demand made by the Posting Party under this Section 5(a) shall specify account information for the account to which Excess Performance Assurance in the form of Cash shall be delivered.

8 “Excess Performance Assurance” is an amount, calculated as of the date of the demand and rounded down to the nearest integral multiple of the Rounding Amount, which is equal to (x) less (y), but no less than zero, where:
(x) is
the amount of Performance Assurance previously provided by or credited to the Posting Party for the benefit of the Beneficiary Party and not released as of the time the Posting Party made the demand, plus
the Collateral Threshold applicable to the Posting Party. (y) is
the Termination Payment, if any, that would be owed to the Beneficiary Party if the Posting Party were the Defaulting Party under Section 22.1 of the WSPP Agreement, plus
the damages, if any, solely under Section 21.3 of the WSPP Agreement that would be owed to the Beneficiary Party if the Posting Party were the Non-Performing Party.

The foregoing notwithstanding, if under this Collateral Annex each Party has an obligation to maintain Performance Assurance with respect to the other Party, the Parties’ obligations to transfer Performance Assurance hereunder, including obligations to post Performance Assurance under Section 4 of this Collateral Annex, at any time shall be determined on a net basis, and the Party with a net positive transfer obligation shall transfer Performance Assurance under this Section 5(a) in such amount.
(b) Return of All Performance Assurance. No later than one (2) Business Days after the last to occur of (i) the Termination Date, and (ii) (A) completion of all outstanding transactions between the Parties under the WSPP Agreement or (B) if all such outstanding transactions have not been completed, then payment by the Posting Party of all amounts due to the Beneficiary Party under Sections 21 and 22 of the WSPP Agreement with respect to uncompleted transactions, the Beneficiary Party shall return all outstanding Performance Assurance to the Posting Party less any amounts applied to the satisfaction of any of the Posting Party’s Obligations.
(c) Substitution of Performance Assurance. Unless (i) an Event of Default has occurred and is continuing where the Posting Party is the Defaulting Party, (ii) a Potential Event of Default exists where the Posting Party is the potentially Defaulting Party, or (iii) an Early Termination has occurred or been designated with respect to the Posting Party pursuant to which the Posting Party has not satisfied all Obligations, the Posting Party may substitute Performance Assurance for existing Performance Assurance of equal value. The Posting Party must give notice of the substitution to the Beneficiary Party two (2) Business Days before the substitution is intended to occur no later than 12 p.m.

New York time. The notice must specify whether the substitute Performance

9 Assurance is Cash or a Letter of Credit and if the latter it shall include a draft thereof. If the substitute Performance Assurance is Cash or a Letter of Credit (in form consistent with this Collateral Annex), then the Posting Party may effect the substitution no earlier than two, and no later than five (5), Business Days after giving such notice. If the substitute Performance Assurance is not Cash or a Letter of Credit (in form consistent with this Collateral Annex), the substitution shall not be made unless the Beneficiary Party consents in writing thereto. No later than two (2) Business Days after the Beneficiary Party receives substitute Performance Assurance in accordance with this Section, the Beneficiary Party shall transfer the Performance Assurance that has been replaced to the Posting Party. Notwithstanding anything herein to the contrary, no such substitution shall be permitted unless after giving effect to such substitution, the value of such substitute Performance Assurance shall equal the greater of the Posting Party’s Collateral Requirement or the Posting Party’s Minimum Transfer Amount. The substituted Performance Assurance shall be subject to and governed by the terms and conditions of this Collateral Annex.

6. Administration of Performance Assurance.
(a) Cash held by Beneficiary Party.
(i) Conditions Under Which A Beneficiary Party Is Entitled To Hold Cash. A Beneficiary Party shall be an “Eligible Beneficiary Party” entitled to hold Performance Assurance in the form of Cash if, and for only so long as, all of the following conditions (w), (x), (y), (z) and (aa) are satisfied:
(w) The Parties have agreed in the Cover Sheet Elections or otherwise in writing that the Beneficiary Party may hold Performance Assurance in the form of Cash.
(x) If the Cover Sheet Elections permit the Posting Party unilaterally to rescind the Parties’ agreement that the Beneficiary Party shall be entitled to hold Performance Assurance in the form of Cash, the Posting Party has not rescinded such agreement.
(y) A Material Adverse Change with respect to the Beneficiary Party has not occurred.
(z) The Beneficiary Party holds a minimum Credit Rating of BBB- by S&P, BBB3 by Moody’s, or BBB- by Fitch. In the instance where the Beneficiary Party has more than one rating, the lowest rating will prevail.
(aa) The Beneficiary Party, the Posting Party, and a Custodial Bank have executed a Deposit Account Agreement, provided, that the Beneficiary Party is not required to place any Performance Assurance in the form of Cash in the Custodial Bank under such agreement except in the event of a cessation of Eligible Beneficiary Party status under Section 6(a)(iv) of this Collateral Annex.

10 (ii) Eligible Beneficiary Party’s Use Of Cash. An Eligible Beneficiary Party shall be entitled to hold Performance Assurance in the form of Cash in any accounts it holds in the United States, and, notwithstanding anything to the contrary in UCC § 9-207, an Eligible Beneficiary Party shall also have the right to sell, pledge, rehypothecate, assign, invest, use, commingle or otherwise use in its business any Cash that it holds as Performance Assurance hereunder, free from any claim or right of any nature whatsoever of the Posting Party except for the Posting Party’s rights under (A) Section 5(a), (b), and (c) of this Collateral Annex (reduction, return or substitution of Performance Assurance), (B) Section 6(a)(iv) (cessation of Eligible Beneficiary Party status), and (C) Section 8 of this Collateral Annex (Event of Default or Early Termination). (iii) Appointment of Agent. The Eligible Beneficiary Party may, but is not required, to appoint an agent to hold Performance Assurance in the form of Cash on its behalf and to receive additional Performance Assurance. In the event an Eligible Beneficiary Party makes such an appointment, it must give notice to the Posting Party including the identity and address of the agent, no later than one (1) Business Day after the deposit. Upon the receipt of such notice, the Posting Party’s obligations to make any transfer will be discharged by making the transfer to the agent. The Eligible Beneficiary Party may use Cash held by an agent in accordance with Section 6(a)(ii) of this Collateral Annex, subject to the Posting Party’s rights referred to therein.
(iv) Cessation Of Eligible Beneficiary Party Status. The Beneficiary Party shall cease to be an Eligible Beneficiary Party immediately upon the failure of any one of conditions (w), (x), (y), (z) or (aa) of Section 6(a)(i) at any time (each a “Downgrade Event”), and thereafter such Beneficiary Party shall be considered a “Downgraded Party.” Failure of (x) shall occur upon the Posting Party’s giving notice to the Beneficiary Party of its rescission of the Parties’ agreement that the Beneficiary Party shall be entitled to hold Performance Assurance in the form of Cash. A Downgraded Party shall transfer, or cause its agent to transfer, no later than the close of the next Business Day following the occurrence of the Downgrade Event, all Performance Assurance in the form of Cash to the Custodial Bank and all such Cash shall be maintained in a Deposit Account in accordance with Section 6(b) of this Collateral Annex and the terms and conditions of the Deposit Account Agreement. Upon the occurrence of a Downgrade Event, Section 6(a)(ii) concerning the Eligible Beneficiary Party’s rights to use Cash shall cease to apply. After the occurrence of a Downgrade Event, a Downgraded Party shall not become an Eligible Beneficiary Party except upon the written agreement of the Posting Party. Nothing in this Section 6(a) shall diminish the Posting Party’s rights under Section 8 of this Collateral Annex.
(v) Interest Payments On Cash[. So long as no (i) Event of Default has occurred and is continuing where the Posting Party is the Defaulting Party or (ii) no Early Termination has occurred or been designated with respect to the Posting Party pursuant to which the Posting Party has not satisfied all of its Obligations, then, the Eligible Beneficiary Party will pay to the Posting Party, in lieu of any other amounts paid, earned, or deemed to have been paid or earned, with respect to such Cash (all of which may be retained by the Eligible Beneficiary Party), interest in amounts calculated in accordance with the Interest

11 Rate. The Eligible Beneficiary Party shall submit an invoice to the Posting Party by the fifth (5th) Business Day of each month for interest due for the prior month and shall set forth such calculation therein. The Eligible Beneficiary Party shall make payment thereof of any interest due to the Posting Party by the later of two (2) Business Days after submittal of the invoice. The Posting Party shall determine in its sole discretion whether the method of payment shall be (a) an increase in the Performance Assurance credited to the Posting Party in an amount equal to any interest due, or (b) a transfer of funds to the Posting Party equal to any interest due.
(b) Cash Held By Custodial Bank.
(i) Conditions Under Which Cash Shall Be Held By Custodial Bank. The Custodial Bank shall hold Performance Assurance in the form of Cash if either of the following conditions is satisfied:
(x) The Parties have not agreed in the Cover Sheet Elections or otherwise in writing that the Beneficiary Party may hold Performance Assurance in the form of Cash.
(y) A Downgrade Event has occurred such that an Eligible Beneficiary Party has become a Downgraded Party.
(ii) Use Of Cash. In the event the Custodial Bank holds Performance Assurance in the form of Cash under this Section 6(b), the Beneficiary Party shall have no right to use or receive Performance Assurance in the form of Cash held by the Custodial Bank except, if an Event of Default has occurred where the Posting Party is the Defaulting Party or an Early Termination has occurred or been designated with respect to such Posting Party for which the Posting Party has not satisfied Obligations, then the Beneficiary Party shall have a right to receive Cash in payment of the Posting Party’s Obligations. The Custodial Bank shall hold and disburse Performance Assurance in the form of Cash in accordance with the terms of this Collateral Annex and for the security interest and benefit of the Beneficiary Party and, subject solely to such security interest, for the ownership of the Posting Party. Performance Assurance in the form of Cash shall be held in a Deposit Account (A) designated for the ownership of the Posting Party, (B) controlled by the Beneficiary Party in accordance with the terms of the Deposit Account Agreement, and (C) designated for the security interest and benefit of the Beneficiary Party under this Collateral Annex and the Deposit Account Agreement.
(iii) Interest Payments On Cash. So long as no (i) Event of Default has occurred and is continuing where the Posting Party is the Defaulting Party and (ii) no Early Termination has occurred or been designated with respect to such Posting Party for which the Posting Party has not satisfied Obligations, then, the Custodial Bank, on behalf of the Beneficiary Party will pay to the Posting Party, in lieu of any other amounts paid, earned, or deemed to have been paid or earned, with respect to such Cash, interest in amounts calculated and paid in accordance with the Deposit Account Agreement or otherwise agreed by the Custodial Bank and Parties in writing. Payment shall be made by increasing the Performance Assurance credited to the Posting Party in an amount equal to any interest due,

12 unless the Beneficiary Party instructs the Custodial Bank to make payment by transferring funds to the Posting Party in an amount equal to any interest due. (iv) Other Conditions. All terms and conditions stated in the Deposit Account Agreement as they apply to the Parties are incorporated into this Collateral Annex.
(c) Letters of Credit. Performance Assurance provided in the form of a Letter of Credit shall be subject to the following provisions, provided, that nothing in this Section 6(c) is intended to modify any terms and conditions contained in any Letter of Credit that apply to draws thereon and it is recognized that the Parties may agree to additional terms and conditions not stated herein. (i) The Posting Party shall maintain for the benefit of the Beneficiary Party any Letter of Credit provided as Performance Assurance in accordance with Section 4 of this Collateral Annex. The Posting Party shall (a) renew or cause the renewal of each outstanding Letter of Credit not less than thirty (30) days prior to its expiration in accordance with the terms contained in the applicable Letter of Credit, (b) if the LC Issuer has indicated its intent not to renew such Letter of Credit, provide either (1) a Letter of Credit issued by a Qualified Institution in the same face amount and on substantially the same terms as the outstanding Letter of Credit (each, a “Replacement Letter of Credit”) or (2) Performance Assurance in the form of Cash equal to the face amount of such outstanding Letter of Credit in a form acceptable to the Beneficiary Party (“Replacement Performance Assurance”), in each case at least twenty (20) days prior to the expiration of the applicable Letter of Credit, and (c) if the LC Issuer shall fail to honor the Beneficiary Party’s request to draw on an outstanding Letter of Credit in accordance with the terms thereof, provide for the benefit of the Beneficiary Party either (1) a Replacement Letter of Credit or (2) Replacement Performance Assurance, in each case within two (2) Business Days after such refusal, provided, that, as a result of the Posting Party’s failure to perform in accordance with (a), (b), or (c) above, the Posting Party’s Collateral Requirement would be greater than zero. The foregoing notwithstanding, the Beneficiary Party may reject a Replacement Letter of Credit that conforms to the requirements of this Section if in the Beneficiary Party’s sole discretion acceptance of additional credit from the applicable LC Issuer would be an unacceptable credit risk due to other commitments it had accepted from such LC Issuer, provided, that in the event of such rejection, the Beneficiary Party shall pay any costs incurred by the Posting Party in obtaining a Replacement Letter of Credit from a different LC Issuer. Rejection of a Replacement Letter of Credit under the immediately prior sentence shall not relieve a Posting Party of its obligations to maintain adequate Performance Assurance at all times under this Collateral Annex.
(ii) Upon the occurrence of a Letter of Credit Default, the Posting Party shall deliver to the Beneficiary Party either a Replacement Letter of Credit or Replacement Performance Assurance, in each case on or before the second (2nd) Business Day after the occurrence thereof (or the fifth (5th) Business Day after the occurrence thereof if only clause (a) under the definition of Letter of Credit Default applies), in such amounts that on the day such Replacement

13 Letter of Credit or Replacement Performance Assurance is provided the Collateral Requirement is zero.
(iii) Upon or at any time after the occurrence of an Event of Default that is continuing where the Posting Party is the Defaulting Party, or if an Early Termination has occurred or been designated with respect to the Posting Party pursuant to which the Posting Party has not satisfied all of its Obligations, then the Beneficiary Party may draw on the entire, undrawn portion of any outstanding Letter of Credit in accordance with its terms. Notwithstanding the Beneficiary Party’s receipt of Cash under the Letter of Credit, the Posting Party shall remain liable for any failure to transfer sufficient Performance Assurance and for any Obligations owing to the Beneficiary Party and remaining unpaid after the application of the amounts so drawn by the Beneficiary Party. (iv) In all cases, the costs and expenses of establishing, renewing, substituting, reissuing, canceling, and increasing the face amount of (as the case may be) a Letter of Credit shall be paid by the Posting Party, or if paid by the Beneficiary Party, promptly reimbursed by the Posting Party following the Beneficiary Party’s demand for reimbursement.
(d) Performance Assurance in Forms Other than Cash or Letters of Credit. The Parties may agree that a Party may provide Performance Assurance in forms other than Cash or Letters of Credit, and may agree to additional terms and conditions respecting such Performance Assurance.
(e) Care of Performance Assurance. Except for duties to comply with all requirements concerning Performance Assurance stated herein, the Beneficiary Party shall have no duty as to any Performance Assurance in its possession or control or in the possession or control of any Custodial Bank or any income thereon or as to the preservation of rights against prior parties or any other rights pertaining thereto. The Eligible Beneficiary Party shall not be liable or responsible for any diminution in the value of Performance Assurance by reason of the act or omission of a Custodial Bank. Unless held by a Custodial Bank and except as required under Section 6(a)(iv) of this Collateral Annex, the Beneficiary Party, or its agent appointed under Section 6(a)(iii), shall at all times retain possession or control of Performance Assurance delivered to it. To the extent if any that this Section 6(e) is inconsistent with UCC § 9-207, this Section 6(e) shall control.

7. Beneficiary Party’s Exercise of Rights Concerning Performance Assurance. (a) In the event that (x) an Event of Default has occurred and is continuing where the Posting Party is the Defaulting Party or (y) an Early Termination has occurred or been designated with respect to the Posting Party for which the Posting Party has not satisfied all of its Obligations, the Beneficiary Party may exercise any one or more of the rights and remedies provided under the WSPP Agreement, under this Collateral Annex or as otherwise may be available under applicable law.

Without limiting the foregoing, if at any time (x) or (y) has occurred, then the Beneficiary Party may, in its sole discretion, declare all Obligations immediately due and payable without presentment, demand, notice, protest or other formalities of any kind (all of which are hereby expressly waived by the Posting Party) and exercise any one or more of the following rights and remedies:

14 (i) All rights and remedies available to the Beneficiary Party under UCC Article 9 or the uniform commercial code of any jurisdiction in which the Performance Assurance is being held and any other applicable jurisdiction and other applicable laws with respect to the preservation of or foreclosure upon collateral.
(ii) The right to set off any Performance Assurance held by or for the benefit of the Beneficiary Party against and in satisfaction of any amount payable by the Posting Party in respect of any of its Obligations.
(iii) The right to draw the full undrawn face amount of each outstanding Letter of Credit issued for its benefit.
(iv) The right to instruct the Custodial Bank to transfer all Performance Assurance held in a Deposit Account to an account of the Beneficiary Party or otherwise to or for the benefit of the Beneficiary Party. (v) The right to liquidate any Performance Assurance held by or for the benefit of the Beneficiary Party, free from any claim or right of any nature whatsoever of the Posting Party, and to apply the proceeds received following the exercise of the rights and remedies set forth above as follows (A) first, to the payment of (1) all costs and expenses relating to the sale of any Performance Assurance and collection of amounts owing hereunder, including reasonable attorneys’ fees and disbursements and the just compensation of the Beneficiary Party for services rendered in connection therewith or in connection with any proceeding to sell if a sale is not completed, and (2) all charges, expenses and advances incurred or made by the Beneficiary Party in order to protect the lien provided under this Collateral Annex; (B) second, to the payment in full of all of the Obligations owed to the Beneficiary Party hereunder in such order as the Beneficiary Party may elect; and (C) third, the balance, if any, shall be paid to the Posting Party.
(b) The Posting Party hereby irrevocably constitutes and appoints the Beneficiary Party and any officer or agent thereof, with full power of substitution, as the Posting Party’s true and lawful attorney-in-fact (which appointment shall be coupled with an interest) with full irrevocable power and authority to act in the name, place and stead of the Posting Party or in the Beneficiary Party’s own name, from time to time in the Beneficiary Party’s discretion, solely for the purpose of taking any and all action and executing and delivering any and all documents or instruments which may be necessary or desirable to accomplish the purposes of Section 7(a). Notwithstanding the foregoing, the Beneficiary Party shall not be obligated to exercise any right or duty as attorney-in-fact, and shall have no duties to the Posting party in connection therewith. (c) The Posting Party shall in all events remain liable to the Beneficiary Party for any amount payable by the Posting Party in respect of any of its Obligations remaining unpaid after any such liquidation, application and set off and the Beneficiary Party shall have the right to proceed against the Posting Party for any such deficiency.

15 8. Posting Party’s Exercise of Rights Concerning Performance Assurance.

If at any time (a) an Event of Default has occurred and is continuing where the Beneficiary Party is the Defaulting Party, or (b) an Early Termination has occurred or been designated with respect to the Beneficiary Party for which the Beneficiary Party has not satisfied all of its Obligations, then:
(i) on the day of such occurrence, the Beneficiary Party will be obligated to transfer all Performance Assurance (including any Letter of Credit) and interest in amounts calculated in accordance with the Interest Rate, if any, to the Posting Party;
(ii) the Posting Party may do any one or more of the following: (a) exercise any of the rights and remedies of a pledgor with respect to the Performance Assurance, including any such rights and remedies under law then in effect; (b) to the extent that Performance Assurance is not transferred to the Posting Party as required in (i) above, setoff amounts payable to the Beneficiary Party against the Performance Assurance (other than Letters of Credit) held by the Beneficiary Party or to the extent its rights to setoff are not exercised, withhold payment of any remaining amounts payable by the Posting Party, up to the value of any Performance Assurance that has not been so transferred, until the Performance Assurance is transferred to the Posting Party; (c) exercise rights and remedies available to the Posting Party under the terms of any Letter of Credit; and (d) exercise any applicable rights and remedies available to the Posting Party under the WSPP Agreement; and
(iii) the Beneficiary Party shall be prohibited from drawing on any Letter of Credit that has been posted by the Posting Party for its benefit.

9. Disputed Calculations.

If a Party shall dispute the Collateral Requirement determined by the Beneficiary Party or the Excess Performance Assurance determined by the Posting Party and such dispute relates to the Termination Payment calculated by the other Party under Section

22.1 of the WSPP Agreement or damages calculation under Section 21.3 of the WSPP Agreement, then the Party contesting the Termination Payment calculation or damages calculation shall:
(i) notify the other Party of the existence and nature of the dispute not later than 4 p.m. New York Time on the same day a Party has demanded additional Performance Assurance under Section 4 of this Collateral Annex or the return of Excess Performance Assurance under Section 5 of this Collateral Annex; (ii) if a Beneficiary Party has demanded that the Posting Party provide Performance Assurance under Section 4, the Posting Party shall provide Performance Assurance to satisfy its Collateral Requirement based upon the Beneficiary Party’s estimate, made in good faith and in a commercially reasonable manner, of the Termination Payment if the Posting Party were the Defaulting Party under Section 22.1 of the WSPP Agreement and the damages under Section 21.3 of the WSPP Agreement if the Posting Party were required to pay such damages; and

16 (iii) if a Posting Party has demanded that the Beneficiary Party return Excess Performance Assurance under Section 5, the Beneficiary Party shall return Excess Performance Assurance based upon the Beneficiary Party’s estimate, made in good faith and in a commercially a commercially reasonable manner, of the Termination Payment if the Posting Party were the Defaulting Party under Section 22.1 of the WSPP Agreement and the damages under Section 21.3 of the WSPP Agreement if the Posting Party were required to pay such damages.

In all such cases, the Parties thereafter shall promptly negotiate in good faith in order to reconcile the dispute or a method for resolving the dispute. If the Parties fail to resolve the dispute on or before the second Business Day following the date that the demand is made by the Party contesting the Termination Payment calculation or the damages calculation, then such Termination Payment or damages calculation shall be determined based upon quotations from Dealers in energy contracts. Each Party may obtain up to a maximum of four (4) quotations which must be provided to the other Party on the same day as the demand, if the demand is made no later than 12 p.m. New York Time, or the next Business Day, if the demand is made after 12 p.m. New York Time. These quotations shall reflect transacted prices in comparable contracts. The Termination Payment or damages calculation shall equal a simple average of the quotations obtained and provided by the Parties consistent with the provisions of this Section 9. Each Party providing quotations to the other Party also shall identify to the other Party the Dealer(s) who provided each of the quotations to allow verification. Performance Assurance shall thereupon be provided, or Excess Performance returned, as the case may be, on the second Business Day after provision to the Posting Party of the recalculation, in accordance with the results of such recalculation. The results of this process shall be enforceable in a court of law unless fraudulent.

10. Covenants; Representations and Warranties; Miscellaneous. (a) The Posting Party will execute and deliver to the Beneficiary Party (and to the extent permitted by applicable law, the Posting Party hereby authorizes the Beneficiary Party to execute and deliver, in the name of the Posting Party or otherwise) such financing statements, assignments and other documents and do such other things relating to the Performance Assurance and the security interest granted under this Collateral Annex including any action the Beneficiary Party may deem necessary or appropriate to perfect or maintain perfection of its security interest in the Performance Assurance, and the Posting Party shall pay all costs relating to its delivery of Performance Assurance and the maintenance and perfection of the security interest therein.
(b) On each day on which Performance Assurance is held under this Collateral Annex by the Beneficiary Party and/or its agent, or by the Custodial Bank under the Deposit Account Agreement, the Posting Party hereby represents and warrants that:
(i) the Posting Party has good and marketable title to and is the sole owner of such Performance Assurance, and the execution, delivery and performance of the covenants and agreements of this Collateral Annex, do not result in the creation or imposition of any lien or security interest upon any of its assets or properties, including, without limitation, the Performance Assurance, other than

17 the security interests and liens created under the WSPP Agreement and this Collateral Annex;
(ii) upon the transfer of Performance Assurance by the Posting Party to the Beneficiary Party, its agent, or the Custodial Bank for the benefit of the Beneficiary Party, the Beneficiary Party shall have a valid and perfected first priority continuing security interest therein, free of any liens, security interests, claims or encumbrances, except those liens, security interests, claims or encumbrances arising by operation of law that are given priority over a perfected security interest;
(iii) it is not and will not become a Party to or otherwise be bound by any agreement, other than the WSPP Agreement and this Collateral Annex, or amendments thereto, which restricts in any manner the rights of any present or future holder of any of the Performance Assurance with respect hereto; and (iv) No approval or authorization by, and no filing with or consent of, any federal, state, local, municipal or other government agency, department or regulatory authority is required either (A) for the grant by the Posting Party of the liens granted hereby or for the execution, delivery or performance of this Collateral Annex by the Posting Party or (B) for the perfection (except for filing of any financing statements in the jurisdictions identified in writing by the Posting Party) of the liens created hereby or the exercise by the Beneficiary Party of the rights and remedies hereunder.
(c) This Collateral Annex has been and is made solely for the benefit of the Parties and their permitted successors and assigns, and no other person, partnership, association, corporation, or other entity shall acquire or have any right thereunder or by virtue of this Collateral Annex.
(d) Each Party represents and warrants to the other Party that (i) it has all requisite power and authority to execute and deliver this Collateral Annex, to consummate the transactions contemplated hereby and to perform its respective obligations hereunder; (ii) it has taken all necessary action to authorize the execution, delivery and performance of this Collateral Annex and (iii) this Collateral Annex has been duly executed and delivered and, when executed and delivered by the other Party, will constitute the legal, valid and binding obligation of such Party enforceable against it in accordance with its terms except as such enforcement may be limited by bankruptcy, insolvency, moratorium or similar laws affecting the rights of creditors generally or by general equitable principles (regardless of whether enforcement is sought in a proceeding in equity or at law). Each Party, at the time of execution, shall provide the other Party with evidence of such authority reasonably acceptable to the other Party, including, if the Collateral Annex is executed by an officer, a certificate of incumbency, and, if requested by the other Party, a written opinion of counsel (the opinion of a Party’s in-house counsel shall suffice), in such form as is reasonably acceptable to the other Party, that person who executed this Collateral Annex was duly authorized in accordance with all actions requisite to establish such authority.

18 (e) As of the date a Party executes this Collateral Annex, the Cover Sheet Elections, Deposit Account Agreement, or Security Agreement, or any amendment thereto, such Party is a member in good standing of WSPP, Inc.
(f) Section 34 of the WSPP Agreement is inapplicable to any disputes concerning the enforcement of this Collateral Annex or the rights and obligations set forth herein concerning Performance Assurance. In the event litigation is commenced by either Party to enforce this Collateral Annex or collect any amounts required to be paid, provided or transferred hereunder, each Party agrees to pay the other Party for all reasonable attorneys fees, disbursements, and court costs incurred by the prevailing Party in such litigation.
(g) No delay or forbearance by any Party or its agents in exercising any right, power, privilege, or remedy accruing to such Party upon the occurrence of any breach or default by the other Party under this Collateral Annex, and no course of dealing between the Parties, shall impair any such right, power or remedy of the nondefaulting Party, nor shall it be construed to be a waiver of any such breach or default, or an acquiescence therein, or of any similar breach or default thereafter occurring, nor shall any waiver of any single breach or default be deemed a waiver of any other breach or default theretofore or thereafter occurring. Any waiver, permit, consent or approval of any kind or character on the part of a Party of any such breach or default under this Collateral Annex, or any waiver on the part of any non-defaulting Party hereto of any provision or condition of this Collateral Annex, must be in writing and shall be effective only to the extent specifically set forth in such writing. This Collateral Annex may be amended only by a document executed by the Parties.
(h) Each demand, notice, consent, agreement, approval or other communication required or permitted to be given from one Party to the other Party under this Collateral Annex shall be provided in writing (unless expressly provided otherwise) and shall be submitted by recognized overnight courier service or telefacsimile addressed to the recipient Party at its address or telefacsimile number set forth in Part VIII of the Cover Sheet Elections or as changed by notice to the other Party. All such notices, requests, demands, approvals and other communications shall be deemed to have been duly given, received and effective when: (a) received if personally delivered; (b) on the day transmitted (unless transmitted after 5:00 p.m. at the place of receipt or on a day that is not a Business Day, in which case it shall be deemed received on the next Business Day), if transmitted by facsimile transmission and the sender's facsimile machine has received the correct answerback of the addressee and confirmation of uninterrupted transmission by a transmission report or the recipient confirming by telephone to sender that he has received the facsimile message; (c) the day immediately following the day it is sent, if sent for next day delivery to a domestic address by a nationally-recognized overnight courier or delivery service; (d) on the day of receipt, if sent by certified or registered mail, return receipt requested; and (e) on the date actually received, if sent or delivered by any other means; provided, that any notice, demand, request or other communication made or delivered in connection with an alleged breach or default hereunder (including an Event of Default) shall only be delivered personally or by a nationally-recognized overnight courier or delivery service. Whenever this Collateral Annex provides that a demand, notice, consent, agreement, approval or other communication

19 shall be provided in “writing” or shall be provided in “written” form, such demand, notice, consent, agreement, approval or other communication shall only be effective hereunder if provided by a manually signed original, photocopy or telefacsimile copy from the Party or Parties to be bound thereby. (i) The headings in this Collateral Annex are for convenience of reference only, and shall not affect the meaning or construction of any provision thereof. (j) This Collateral Annex shall be governed by, and construed and interpreted in accordance with, the laws of the State of Utah, except to the extent that the perfection, the effect of perfection or nonperfection and the priority of the security interest granted hereunder, or remedies hereunder, are governed by provisions of the UCC, including but not limited to UCC §§ 9-301, 9-303, 9-304, 9-305, 9- 306 and 9-307, that may call for the application of the laws of jurisdictions other than the State of Utah.
(k) This Collateral Annex may be executed in one or more counterparts, all of which, when taken together, shall constitute one and the same instrument and each of the Parties hereto may execute this Collateral Annex by signing any such counterpart.

20 IN WITNESS HEREOF, the Parties have caused this Collateral Annex to be duly executed effective as of the date first written above.

Party A Party B
City of Roseville Dynasty Power Inc.
_______________________________ _______________________________ [Sign here] [Sign here]
_______________________________ _______________________________ [Print name] [Print name]
_______________________________ _______________________________ Title Title
Date: __________________________ Date: __________________________ Yan Petchatnikov
COO
07/01/2025

1 COVER SHEET ELECTIONS
applicable to the

COLLATERAL ANNEX
to the

WSPP AGREEMENT
This Cover Sheet Elections applicable to the Collateral Annex to the WSPP Agreement (“Cover Sheet Elections”) between the Parties dated as of June 20, 2025 is between:

City of Roseville (“Party A”) and
Dynasty Power Inc. (“Party B”).

This Cover Sheet Elections sets forth the Parties’ agreements to supplement the Collateral Annex and, as the Parties may determine, vary the terms and conditions of the Collateral Annex. To the extent there are any inconsistencies between the terms and conditions of the Collateral Annex, excluding the Cover Sheet Elections, and these Cover Sheet Elections, the Cover Sheet Elections shall prevail.

Terms that are capitalized for reasons other than grammatical reasons shall have the meanings assigned to them in Section 1 of the Collateral Annex.

The Collateral Threshold, Interest Rate, Minimum Transfer Amount and Rounding Amount, shall each be zero (0) unless a different amount is stated below.

I. Collateral Threshold.

Explanatory note: The Beneficiary Party’s exposure due to the other Party’s failure to perform a WSPP Agreement transaction is the sum of (a) the Termination Payment under WSPP Agreement 22, (b) damages under WSPP Agreement § 21.3, and (c) any further and additional amounts due for rendered performance by the Beneficiary Party to the Posting Party, whether or not invoiced. The Collateral Threshold is the portion, if any, of this exposure that the Parties agree in this Cover Sheet Elections will not be secured with Performance Assurance.

A. Party A Collateral Threshold.

Name of Party A Guarantor, if applicable:

Not Applicable (“Party A Guarantor”)
If a Guarantor is identified, then all references to Party A shall include Party A Guarantor unless otherwise indicated and Party A shall be deemed to have the Credit Rating of Party A Guarantor.
 The Collateral Threshold for Party A shall be $______________; provided, however, that the Collateral Threshold shall be zero in the event of a Material Adverse Change as defined in Part II hereof with respect to Party A.
 The Collateral Threshold for Party A shall be (a) the amount set forth in the chart below under the heading “Collateral Threshold” opposite the Credit Rating for Party A on the relevant date of determination, and if such Credit Ratings shall not be equivalent, the lower Credit Rating shall govern, or (b) zero if on the relevant date of determination none of the rating agencies

2 specified below has a Credit Rating in effect with respect to Party A or in the event of a Material Adverse Change as defined in Part II hereof with respect to Party A:

S&P Moody's Threshold
A- and above A3 and above $25,000,000.00
BBB+ Baa1 $15,000,000.00
BBB Baa2 $10,000,000.00
BBB- Baa3 $2,500,000.00
BBB- and below Baa3 and below $ 0 (zero)
 The Collateral Threshold for Party A shall be (a) the amount set forth in the chart above under the heading “Collateral Threshold” opposite the Credit Rating for Party A on the relevant date of determination, and if such Credit Ratings shall not be equivalent, the higher two Credit Ratings shall govern, or (b) zero if on the relevant date of determination none of the rating agencies specified below has a Credit Rating in effect with respect to Party A or in the event of a Material Adverse Change with respect to Party A.  The Collateral Threshold for Party A shall be the amount of the Guaranty Agreement dated _______________ from Party A Guarantor, as amended from time to time, but in no event shall Party A’s Collateral Threshold be greater than $_________________.

B. Party B Collateral Threshold.

Name of Party B Guarantor, if applicable:

Not Applicable (“Party B Guarantor”)
If a Guarantor is identified, then all references to Party B shall include Party B Guarantor unless otherwise indicated and Party B shall be deemed to have the Credit Rating of Party B Guarantor.
 The Collateral Threshold for Party B shall be $0; provided, however, that the Collateral Threshold shall be zero in the event of a Material Adverse Change as defined in Part II hereof with respect to Party B.  The Collateral Threshold for Party B shall be (a) the amount set forth in the chart below under the heading “Collateral Threshold” opposite the Credit Rating for Party B on the relevant date of determination, and if such Credit Ratings shall not be equivalent, the lower Credit Rating shall govern, or (b) zero if on the relevant date of determination none of the rating agencies specified below has a Credit Rating in effect with respect to Party B or in the event of a Material Adverse Change as defined in Part II hereof with respect to Party B:
 The Collateral Threshold for Party B shall be (a) the amount set forth in the chart above under the heading “Collateral Threshold” opposite the Credit Rating for Party B on the relevant date of determination, and if such Credit Ratings shall not be equivalent, the higher two Credit Ratings shall govern, or (b) zero if on the relevant date of determination none of the rating agencies specified below has a Credit Rating in effect with respect to Party B or in the event of a Material Adverse Change with respect to Party B.

3  The Collateral Threshold for Party B shall be the amount of the Guaranty Agreement dated _______________ from Party B Guarantor, as amended from time to time, but in no event shall Party B’s Collateral Threshold be greater than $_________________.

II. Material Adverse Change.

A. Party A
A Material Adverse Change shall occur with respect to Party A in the following circumstances:
 (i) Its Credit Rating falls below ____ by S&P or ____ by Moody’s; or (ii) it is given an “issuer rating” by S&P below _____ or by Moody’s below ____; or (iii) it has no Credit Rating by either S&P or Moody’s.  Party A’s creditworthiness, financial responsibility, or performance viability has become unsatisfactory to Party B in Party B’s reasonably exercised discretion with regard to a transaction between the Parties conducted under the WSPP Agreement.
 An Event of Default shall have occurred and is continuing where Party A is the Defaulting Party, or a Potential Event of Default has occurred where Party A is the potentially Defaulting Party, or an Early Termination has occurred or been designated with respect to Party A for which Party A has not satisfied its Obligations.
 Other:_______________________________________________________ B. Party B
A Material Adverse Change shall occur with respect to Party B in the following circumstances:
 (i) Its Credit Rating falls below ____ by S&P or ____ by Moody’s; or (ii) it is given an “issuer rating” by S&P below _____ or by Moody’s below ____; or (iii) it has no Credit Rating by either S&P or Moody’s.  Party B’s creditworthiness, financial responsibility, or performance viability has become unsatisfactory to Party A in Party A’s reasonably exercised discretion with regard to a transaction between the Parties conducted under the WSPP Agreement.
 An Event of Default shall have occurred and is continuing where Party B is the Defaulting Party, or a Potential Event of Default has occurred where Party B is the potentially Defaulting Party, or an Early Termination has occurred or been designated with respect to Party B for which Party B has not satisfied its Obligations.
 Other:_______________________________________________________ III. General Credit Assurances.

Explanatory note: If in Part II above either Party elected the second option (Material Adverse Change includes unsatisfactory creditworthiness, financial responsibility, or

4 performance viability) (such election, a “Section 27 Inclusion”), the Parties must make the first election in this Part III. If in Part II the Parties did not elect a Section 27 Inclusion and if they do not make either election in this Part III, then the second election under this Part III shall apply by default.
 Section 27 of the WSPP Agreement applies, provided, that (a) the following phrase is added after the last word of Section 22.1(d): “or in the Collateral Annex to the WSPP Agreement between the Parties,” (b) the following phrase is deleted: “The Second Party’s obligations under this Section 27 shall be limited to a reasonable estimate of the damages to the First Party (consistent with Section 21.3 of this Agreement) if the Second Party were to fail to perform its obligations,” and (c) the phrase “within three (3) Business Days of demand therefore” is revised to state “within one (1) Business Day after receipt of demand therefor.”
 Section 27 of the WSPP Agreement does not apply; Sections 27 and Section 22.1(d) of the WSPP Agreement are inapplicable to WSPP Agreement transactions between the Parties.

IV. Minimum Transfer Amount.

A. Party A Minimum Transfer Amount: $1
B. Party B Minimum Transfer Amount: $1
V. Rounding Amount.

A. Party A Rounding Amount: $100,000
B. Party B Rounding Amount: $100,000
VI. Administration of Cash Collateral.

A. Party A Eligibility to Hold Performance Assurance in form of Cash; Interest Rate.

Note: if neither of the two options immediately below is selected, then Option A shall apply.
 Option A: Party A shall not be entitled to hold Performance Assurance in the form of Cash. Performance Assurance in the form of Cash shall be held solely by a Custodial Bank in accordance with Section 6(b) of the Collateral Annex.
 Option B: Party A shall be entitled to hold Performance Assurance in the form of Cash under Section 6(a)(i), (ii) and (iii) of the Collateral Annex, provided, that no Downgrade Event has occurred with respect to Party A. If Option B is elected, the Parties must complete the following election:

Right of Party B to Rescind Option B:
 Party B shall be entitled to rescind Option B unilaterally, in its sole discretion, such that upon rescission (in accordance with Section 6(a)(iv) of the Collateral Annex) Party A shall not be entitled to hold

5 Performance Assurance in the form of Cash and Section 6(a)(iv) of the Collateral Annex shall become applicable.
 Party B shall not be entitled to rescind Option B unilaterally, in its sole discretion, provided, Party B shall lose its entitlement to hold Performance Assurance in the form of Cash upon the occurrence of any other Downgrade Event under Section 6(a)(iv) of the Collateral Annex.

To the extent Party A is entitled to hold Cash, the Interest Rate payable to Party B on Cash shall be as elected below:

Party A Interest Rate.
 Federal Funds Effective Rate - the rate for that day opposite the caption “Federal Funds (Effective)” as set forth in the weekly statistical release designated as H.15(519), or any successor publication, published by the Board of Governors of the Federal Reserve System. (If neither Interest Rate box is checked, or the “Other” box is not completed, the Federal Funds Rate specified herein shall apply.)
 Other - ____________
B. Party B Eligibility to Hold Performance Assurance in form of Cash; Interest Rate.

Note: if neither of the two options immediately below is selected, then Option A shall apply.
 Option A: Party B shall not be entitled to hold Performance Assurance in the form of Cash. Performance Assurance in the form of Cash shall be held solely by a Custodial Bank in accordance with Section 6(b) of the Collateral Annex.
 Option B: Party B shall be entitled to hold Performance Assurance in the form of Cash under Section 6(a)(i), (ii) and (iii) of the Collateral Annex, provided, that no Downgrade Event has occurred with respect to Party B.

If Option B is elected, the Parties must complete the following election:

Right of Party A to Rescind Option B:
 Party A shall be entitled to rescind Option B unilaterally, in its sole discretion, such that upon rescission (in accordance with Section 6(a)(iv) of the Collateral Annex) Party B shall not be entitled to hold Performance Assurance in the form of Cash and Section 6(a)(iv) of the Collateral Annex shall become applicable.
 Party A shall not be entitled to rescind Option B unilaterally, in its sole discretion, provided, Party A shall lose its entitlement to hold Performance Assurance in the form of Cash upon the occurrence of any other Downgrade Event under Section 6(a)(iv) of the Collateral Annex.

6 To the extent Party A is entitled to hold Cash, the Interest Rate payable to Party B on Cash shall be as elected below:

Party B Interest Rate.
 Federal Funds Effective Rate - the rate for that day opposite the caption "Federal Funds (Effective)" as set forth in the weekly statistical release designated as H.15(519), or any successor publication, published by the Board of Governors of the Federal Reserve System. (If neither Interest Rate box is checked, or the “Other” box is not completed, the Federal Funds Rate specified herein shall apply.)
 Other - ____________
C. Posting Deadline for Collateral Requirement
The Posting Party shall be required to provide Performance Assurance to cover an outstanding Collateral Requirement under Section 4 of the Collateral Annex no later than 2:00 pm New York time of the second Business Day after receipt of a Demand Notice (the “Posting Deadline”), provided, that if the Posting Deadline is the same day as the Demand Notice is sent/received, then the Demand Notice must be received no later than 10:00 a.m. New York time on that day, and if the Demand Notice is sent/received after such time, then the Posting Deadline shall be 48 hours later.

D. Reduction Deadline for Transfer of Excess Performance Assurance The Beneficiary Party shall be required to transfer Excess Performance Assurance to the Posting Party under Section 5 of the Collateral Annex no later than 2:00 pm New York time of the second Business Day after receipt of a demand therefor (the “Reduction Deadline”), provided, that if the Reduction Deadline is the same day as the demand for return of Excess Performance Assurance is sent/received, then the demand must be received no later than 10:00 a.m. New York time on that day, and if the demand is sent/received after such time, then the Reduction Deadline shall be 48 hours later.

VII. Letters of Credit
A. Definition of LC Issuer:

If the Parties agree that a specific entity shall be an LC Issuer even if may not satisfy the credit rating specified in the definition of LC Issuer set forth in the Collateral Annex, identify such entity here:
_________________________________________________________________ If the Parties agree to a different definition of LC Issuer than the definition specified in the Collateral Annex, state such definition here:
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________ B. Definition of Letter of Credit
 “Letter of Credit” means an irrevocable, non-transferable, standby letter of credit, issued by a Qualified Institution, or other issuer to which the Parties

7 may agree in writing, in a form consistent with the Parties’ agreements stated below and otherwise reasonably acceptable to the Beneficiary Party.  “Letter of Credit” has the following meaning:
____________________________________________________________ ____________________________________________________________ Regardless of the Parties’ election in this Part VII.B above, the Parties may specify here additional terms and conditions that a Letter of Credit shall contain:
_______________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________ VIII. Notice and other Communications Under Section 10(h) of Collateral Annex Each demand, notice, consent, agreement, approval or other communication required or permitted to be given from one Party to the other Party under the Collateral Annex shall be submitted to the recipient Party at the following address or fax number:

Party A:

Attention: Power Supply and Portfolio Administrator
Street: 116 S. Grant Street Ste. 2
City, State, Zip Code: Roseville, CA 95678
Email: [email protected]
Party B:

Attention: Credit Manager
Street: 411 – 8
th Ave SW
City, State, Zip Code: Calgary, AB T2P 1E3
Email: [email protected]
Execution of Cover Sheet Elections:

Party A Party B
City of Roseville Dynasty Power Inc.

Name of Party: Name of Party
_______________________________ _______________________________ [Sign here] [Sign here]
_______________________________ _______________________________ [Print name] [Print name]
_______________________________ _______________________________ Title Title
Date: __________________________ Date: __________________________ Yan Petchatnikov
COO
07/01/2025

City Council
Communication
Meeting Date: 8/6/2025
Item #: VI.7
File #: 0307-01
Item ID: 2025-460
Title: Emergency Operations Plan Update
Contact: Matthew Lauchner 916-774-5807 [email protected]

SUMMARY
Staff recommends Council adopt the 2025 updated City of Roseville Emergency Operations Plan (EOP).

The EOP identifies operational strategies and plans for managing inherently complex and potentially catastrophic events. There is no fiscal impact associated with the adoption of this plan.

RECOMMENDATION
Staff recommends that the City Council adopt the 2025 City of Roseville Emergency Operations Plan.

BACKGROUND
The 2025 Emergency Operations Plan was a complete rewrite of the previous plan from 2011. The City partnered with a consultant, Tetra Tech, Inc. to create an updated document as a framework to identify operational strategies and plans for managing inherently complex and potentially catastrophic events.

FISCAL IMPACT
There is no fiscal impact for the adoption of this plan.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The City of Roseville Emergency Operations Plan meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

6. Deliver exceptional City services
Respectfully Submitted,
Matthew Lauchner, Assistant Fire Chief
Ryan Harrigan, Fire Chief
ATTACHMENTS:

1. Emergency Operations Plan Update
REVIEWERS:

Matthew Lauchner, Fire Department Created/Initiated - 7/10/2025 Deanna Schondelmayer, Fire Department Approved - 7/16/2025 Ryan Harrigan, Fire Department Approved - 7/16/2025
Gretchen Hakala, City Attorney Department Approved - 7/18/2025 Katrina Six, City Clerk Department Approved - 7/21/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 7/21/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/24/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/24/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/24/2025 Katrina Six, City Clerk Department Final Approval - 7/24/2025

City of Roseville
Emergency Operations Plan

City of Roseville
Emergency Operations Plan

EMERGENCY OPERATIONS PLAN
June 2025
Tetra Tech, Inc.
2301 Lucien Way Suite 120 | Maitland, FL 32751
www.tetratech.com
City of Roseville
Emergency Management
311 Vernon St. | Roseville, CA 95678
www.roseville.ca.us

City of Roseville
Emergency Operations Plan
i June 2025

CONTENTS
Preface .......................................................................................................................................................iii Authority, Approval & Distribution ......................................................................................................................iv EOP Adoption Resolution......................................................................................................................................v BASIC PLAN ........................................................................................................................................................1

1.0 Introduction .................................................................................................................................................1

1.1 Purpose .............................................................................................................................................................1

1.2 Goals and Objectives ...........................................................................................................................................1

1.3 Scope .............................................................................................................................................................2

1.4 Limitations...........................................................................................................................................................2

1.5 Situation / Hazard Assessment............................................................................................................................3

1.6 Planning Assumptions .........................................................................................................................................3

2.0 Concept of Operations..................................................................................................................................4

2.1 Field-Level Coordination......................................................................................................................................4

2.2 Local, Regional, and State-Level Coordination....................................................................................................4

2.3 National Incident Management System..............................................................................................................8

2.4 National Response Framework ...........................................................................................................................8

3.0 Emergency Management Organization .........................................................................................................8

3.1 Director of Emergency Services ...........................................................................................................................8

3.2 Disaster Council...................................................................................................................................................8

3.3 City Employees ....................................................................................................................................................9

3.4 Placer County Office of Emergency Services........................................................................................................9

4.0 Emergency Management Phases ..................................................................................................................9

4.1 Preparedness Phase ............................................................................................................................................9

4.2 Response Phase.................................................................................................................................................11

4.3 Recovery Phase .................................................................................................................................................12

4.4 Mitigation Phase ...............................................................................................................................................15

4.5 Whole Community Approach ............................................................................................................................15

5.0 Emergency Operations Center ....................................................................................................................18

5.1 EOC Locations....................................................................................................................................................18

5.2 Activations & Deactivation................................................................................................................................18

5.3 EOC Communication & Coordination ................................................................................................................20

5.4 EOC Structure – Hierarchy of Command and Span-of-Control ..........................................................................21

5.5 Emergency Action Plans ....................................................................................................................................22

6.0 Emergency Declarations .............................................................................................................................22

6.1 Local Proclamation............................................................................................................................................22

6.2 State of Emergency ...........................................................................................................................................22

6.3 State of War Emergency....................................................................................................................................23

6.4 Presidential Declaration ....................................................................................................................................23

7.0 Public Information......................................................................................................................................23

7.1 Alerts and Notifications.....................................................................................................................................23

7.2 Joint Information System...................................................................................................................................24