Norco City Council
July 17, 2024

AGENDA
City Council
Wednesday, July 17, 2024
City Council Chamber – Norco City Hall
2820 Clark Avenue, Norco, CA 92860
CALL TO ORDER 6:00 PM
ROLL CALL Kevin Bash, Mayor
Greg Newton, Mayor Pro Tem
Katherine Aleman, Council Member
Robin Grundmeyer, Council Member
Berwin Hanna, Council Member

CLOSED SESSION
CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED LITIGATION
Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: 2 potential cases

CONFERENCE WITH LEGAL COUNSEL--ANTICIPATED LITIGATION
Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9: (1 Potential Case)

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Property: Silverlakes Sports Park
Agency negotiators: City Manager, Finance Director, Planning Director Negotiating parties: City of Norco and Balboa Management Group LLC.

Under negotiation: Price and Terms

CONFERENCE WITH LABOR NEGOTIATOR
Agency designated representative: City Manager Sassoon
Employee organization: Norco General Employees Association, Utility Workers Union of America, AFL-CIO Local 606, Unrepresented Employees: Mid-Management, Confidential, and Management Employees

PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Pursuant to Government Code §54957
Title: City Manager
RECONVENE PUBLIC SESSION 7:30 PM

REPORT OF ACTION(S) TAKEN IN CLOSED SESSION
PLEDGE OF ALLEGIANCE Council Member Grundmeyer
INVOCATION Pastor Samuela Tuihalamaka
Beacon Hill Assembly of God
City Council Agenda - July 17, 2024
PRESENTATIONS Introduction of RSO Captain Rowan
Parks Make Life Better Proclamation
Serve your City as a Volunteer

1. CITY COUNCIL REPORTS ON REGIONAL BOARDS

2. PUBLIC COMMENTS
This is the time when persons wishing to address the presiding governmental body regarding the Consent Calendar, Legislative Matters or items within the subject matter jurisdiction of the legislative body. Please submit a speaker card to the Meeting Clerk. Please limit comments to three minutes or less. The Ralph M. Brown Act limits the governmental body’s ability to respond to comments on non-agendized matters at the time such comments are made. The governmental body shall not discuss or act relative to any general public comment.

3. CONSENT CALENDAR
All items listed under the Consent Calendar are considered to be routine and may be enacted by one motion. Prior to the motion to consider any action by the presiding governmental body, any public comments on any of the Consent Items will be heard. There will be no separate action unless members of the governmental body request specific items be removed from the Consent Calendar. Items removed from the Consent Calendar will be separately considered under Item 4 of the Agenda.

3.A. Waive Reading of all Ordinance Adoptions on this Agenda and Read by Title Only
RECOMMENDATION:

Waive reading, by title only, of all Ordinances and Resolutions. Said Ordinances and Resolutions which appear on the agenda shall be determined to have been read by title and further reading waived.

Staff Report - Pdf

3.B. Approval of City Council Regular Meeting Minutes and Special Meeting Minutes
RECOMMENDATION:

Approve the City Council Regular Meeting Minutes of June 19, 2024 and Special Meeting Minutes of June 17, 2024.

Staff Report - Pdf

City Council Agenda - July 17, 2024

3.C. Recap of Actions Taken by the Planning Commission at its Meeting Held on July 10, 2024
RECOMMENDATION:

Receive and file the recap of actions taken by the Planning Commission at its meeting held on July 10, 2024.

Staff Report - Pdf

3.D. Execution of an Amended Cooperative Funding Agreement between the City of Norco and the Riverside County Flood Control & Water Conservation District for the Norco MDP Line N-1G Storm Drain Project RECOMMENDATION:

Approve the Amended Cooperative Funding Agreement between the City of Norco and Riverside County Flood Control & Water Conservation District for the additional gas relocation costs associated with the Norco MDP Line N-1G Storm Drain Project, subject to non-substantive changes and approval by the Riverside County Board of Supervisors; and authorize the Mayor to execute the agreement.

Staff Report - Pdf

3.E. Cooperative Funding Agreement between the City of Norco and the Riverside County Flood Control & Water Conservation District for the Town & Country Storm Drain Project
RECOMMENDATION:

Approve the Cooperative Funding Agreement with Riverside County Flood Control & Water Conservation District (RCFC&WCD) to design and construct the Town & Country Storm Drain Project, subject to nonsubstantive changes and approval by the Riverside County Board of Supervisors; and authorize the Mayor to execute the agreement.

Staff Report - Pdf

3.F. Tree Planting and Irrigation Project on Temescal Avenue - Sixth Street to Seventh Street
RECOMMENDATION:

Accept the cost quotes from Nova Landscaping Group and West Coast Arborists for the Temescal Avenue Tree Planting Project, and authorize the City Manager to issue purchase orders in the amount of $84,985 and $21,800, respectively, for a total $106,785.

Staff Report - Pdf

City Council Agenda - July 17, 2024

3.G. Acceptance of Proposals and Award of Contract for the Senior Center Emergency Generator Project; Approve Project Plans; and Approve Appropriation of Additional Measure R Funds for the Proposed Project RECOMMENDATION:

Accept proposals and award the contract to FEC Electric, Inc. for the Senior Center Emergency Generator Project in the amount of $311,385, and authorize the City Manager to approve contract change orders up to 10% of the original contact; approve project plans; appropriate additional Measure R Funds in the amount of $45,000 to fund the cost of the project that includes a 10% contingency, bid notification costs, and incidental costs associated with the project.

Staff Report - Pdf

3.H. Acceptance of the Citywide Flooring Project as Complete (Project No. 54303.9)
RECOMMENDATION:

Accept the Citywide Flooring Project as Complete and authorize the City Clerk to file a Notice of Completion with the County of Riverside.

Staff Report - Pdf

3.I. Acceptance of Proposal and Award of Contract for the Pikes Peak Playground Replacement Project; Approve Project Plans
RECOMMENDATION:

Accept proposal and award the contract to PlayCore Wisconsin, Inc. dba GameTime C/O Great Western Recreation in the amount of $1,050,000 as submitted under the cooperative purchasing agreement with Omnia Partners (Contract # 2017001134); and authorize the City Manager to approve contract change orders up to 10% of the original contract and approve project plans for the installation of the playground structures.

Staff Report - Pdf

3.J. Amendment of Supplemental Agreement for the Use of 2022-23 Community Development Block Grant Funds
RECOMMENDATION:

Approve Amendment of Supplemental Agreement for the increase of $48,141 of 2022-23 Community Development Block Grant Funds and amend FY 2024-25 Budget to include increase.

Staff Report - Pdf

City Council Agenda - July 17, 2024

3.K. Consideration to create an Ingalls Event Center Subcommittee.

RECOMMENDATION:

Approve the Ingalls Event Center Subcommittee and appoint City Council Members Berwin Hanna and Robin Grundmeyer to serve on the Subcommittee.

Staff Report - Pdf

4. ITEM(S) PULLED FROM CONSENT CALENDAR

5. DISCUSSION / ACTION ITEM(S)
Order of Presentation for Discussion Items:

1. Staff Report Presentation

2. Council Questions of Staff

3. Public Comment

4. Council Discussion and Action

5.A. Discussion of an Ordinance to adjust Council Member Compensation RECOMMENDATION:

Discuss and provide direction for an Ordinance Amending Section

2.06.030 of the Municipal Code, Salaries, adjusting Council Member Compensation to $1,182.50 per Month, or another amount as directed, to be effective January 1, 2025.

Staff Report - Pdf

5.B. Discussion to consider financial participation in bleacher rental costs for Norco Horseweek, Norco Mounted Posse PRCA Rodeo, and Norco Fair RECOMMENDATION:

Consider the recommendation of the Ingalls Ad Hoc Committee and determine next steps.

Staff Report - Pdf

6. PUBLIC HEARING(S)
Order of Presentation for Public Hearing Items:

1. Staff Report Presentation

2. Council Questions of Staff

3. Open Public Hearing
a. Public Comment

4. Close Public Hearing

5. Council Discussion and Action

City Council Agenda - July 17, 2024

6.A. Public Hearing: First Read of Ordinance No.1120: Code Amendment 2024- 04 (City of Norco) - A City initiated amendment to Title 15 of the Norco Municipal Code (NMC), Section 15.01.080 pertaining to “Work Exempt from Permit” to update/clarify the provisions and standards for animal keeping corrals that do not require a building permit.

RECOMMENDATION:

Adopt the first reading of Ordinance No. 1120, approving Code Amendment 2024-04.

Staff Report - Pdf

6.B. Public Hearing: Confirming the Report of Costs for Spring and Fall Weed Abatement, Fiscal Year 2023-24
RECOMMENDATION:

Adopt Resolution No. 2024-49, confirming the Report of Costs for abatement of weeds and hazardous vegetation as a public nuisance and imposing special assessment liens on vacant parcels within the City.

Staff Report - Pdf

6.C. Public Hearing: Code Amendment 2024-07 (City of Norco): A City initiated amendment to Norco Municipal Code Title 15, Chapter 15.60 - "Flood Plain Management" updating this chapter for compliance with FEMA requirements
RECOMMENDATION:

Adopt the first reading of Ordinance No. 1121, amending Chapter 15.60 (Floodplain Management) of Title 15 of the Norco Municipal Code. Code Amendment 2024-07
Staff Report - Pdf

7. CITY COUNCIL / STAFF COMMUNICATIONS

8. ADJOURNMENT
In compliance with the Americans with Disabilities Act, any person who requires a modification or accommodation in order to participate in this meeting is encouraged to contact the City Clerk’s Office at (951) 270-5623 or [email protected] at least 48 hours prior to the meeting so that reasonable arrangements can be made to ensure accessibility. Staff reports are on file in the City Clerk’s Office.

Any writings or documents provided to a majority of the presiding governmental body regarding any item on this agenda will be available for public inspection at the City Clerk’s Office during normal business hours at Norco City Hall, located at 2870 Clark Avenue in Norco. The meeting is recorded.

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.A.

To: Honorable Mayor and City Council Members
From: Dana Roa, City Clerk
Prepared By: Sophia Thompson, Deputy City Clerk
Department: City Clerk
SUBJECT:

Waive Reading of all Ordinance Adoptions on this Agenda and Read by Title Only RECOMMENDATION:

Waive reading, by title only, of all Ordinances and Resolutions. Said Ordinances and Resolutions which appear on the agenda shall be determined to have been read by title and further reading waived.

REVIEWED AND APPROVED BY:

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.B.

To: Honorable Mayor and City Council Members
From: Dana Roa, City Clerk
Prepared By: Sophia Thompson, Deputy City Clerk
Department: City Clerk
SUBJECT:

Approval of City Council Regular Meeting Minutes and Special Meeting Minutes RECOMMENDATION:

Approve the City Council Regular Meeting Minutes of June 19, 2024 and Special Meeting Minutes of June 17, 2024.

REVIEWED AND APPROVED BY:

ATTACHMENT(S):

City Council - Jun 17 2024 - Special Meeting - DRAFT - Minutes - City Council - Jun 19 2024 - DRAFT Minutes

DRAFT - MINUTES
City Council
Monday, June 17, 2024
Conf. Room A and B – Norco City Hall
2820 Clark Avenue, Norco, CA 92860
CALL TO ORDER 9:00 AM
ROLL CALL Kevin Bash, Mayor
Greg Newton, Mayor Pro Tem
Katherine Aleman, Council Member
Robin Grundmeyer, Council Member
Berwin Hanna, Council Member
PLEDGE OF ALLEGIANCE Mayor Bash

1. PUBLIC COMMENTS
There were no public comments at this time.

2. GENERAL PLAN WORKSHOP

2.A. 2050 General Plan Workshop/Study Session
Community Development Director Robles introduced the Consultant Team.

Consultants reviewed the General Plan information and community feedback.

City Council Members discussed the General Plan with the Consultants.

Mayor Bash called for a 5-minute break at 10:45 AM.

Mayor Bash readjourned the meeting at 10:50 AM.

Consultants answered questions and addressed concerns from City Council Members.

Mayor Bash called for a lunch break at 12:12 PM.

Mayor Bash readjourned the meeting at 12:32 PM.

City Council Minutes - June 17, 2024
City Council Members continued their discussion with the Consultants and provided direction for the Consultants to prepare a draft of the 2050 General Plan that is to be brought back for review at the beginning of the 2025 year.

City Council thanked Staff and the Consultants for their hard work.

Council Study Session Summary Report
City Council - Jun 17 2024 - Special Meeting - Minutes Attachment

3. ADJOURNMENT
Mayor Bash adjourned the meeting at 2:43 PM.
_________________________________
Dana Roa, CMC
City Clerk

COUNCIL STUDY SESSION Summary Report
June 17, 2024 – www.vimeo.com/958044149
Purpose
The purpose of the study session was for the City Council to review and discuss community feedback to date, discuss points of consensus and areas of competing interests, discuss outstanding issues, and direct City staff and the consultant team regarding how to move forward with the writing of the General Plan and associated Environmental Impact Report (EIR). The General Plan is not aimed at changing anything fundamental to Norco; rather the overarching intent is to protect and enhance the City’s agricultural and equestrian lifestyle and to maintain fiscal sustainability to pay for the lifestyle residents enjoy, including trails and open space amenities. The primary opportunities for economic development are along the City’s commercial corridors, and the key areas of discussion focused on enhancement opportunities that are consistent with Norco’s small town, semi-rural character. While there are many clear points of consensus among community members, there remained some areas of competing interests, and the focus of Council discussion was on how best to balance the competing interests, economic realities, and values of the community.

Sixth Street
The City Council consensus was that Sixth Street
should be lightly enhanced by
• Continuing to support businesses that
accommodate the day-to-day needs of Norco
residents (especially feed stores and
equestrian-related shops) and that attract
visitors who appreciate Norco’s unique
character.
• Protecting Norco’s feed stores and
accommodating alternative providers, such as
co-ops or combines, in the event the feed
stores move to other cities.
• Not introducing sidewalks, but creating
walkable pockets that include simple,
inexpensive outdoor improvements, such as
improved landscaping and outdoor seating.
• Accommodating new commercial
development just east of the freeway near
Sierra Avenue and near the Sixth Street Gateway Sign.
• Continuing to adaptively reuse single-family houses as coffee shops, hair salons, bed & breakfasts, and other similar uses.
• Not introducing housing along Sixth Street, although consider allowing limited live-work above stores.

• Consider reverting commercially zoned parcels that contain single-family houses and that do not abut Sixth Street back to residential uses.
• Introducing architectural design standards to ensure new buildings look like “Norco” and reflect and complement the community’s distinct and authentic character – like many buildings right here in Norco and in pre-World War II American small-towns. • Consolidating driveways to reduce pavement crossing Sixth Street’s trails and improving vehicular safety.
• Locating parking behind or next to buildings and establishing requirement that easement(s) and/or an alley be provided on rear portion of parcels – especially narrow parcels – to ensure cars, delivery trucks, and pedestrians can pass between adjoining parcels. • Calming traffic speeds to make Sixth Street safer for equestrians, pedestrians, and cyclists that patronize Sixth Street businesses without diverting traffic through surrounding neighborhood streets. Strategies include introducing high-visibility crosswalks, crosswalks painted in patriotic colors and themes, stop signs, planting missing street trees, keeping the same number of lanes but narrowing their width, and introducing bike lanes.

North Hamner Gateway
The City Council consensus
regarding the development of the
North Hamner Gateway was:
• The North Hamner Gateway
is the most promising
location within Norco to
introduce a walkable, activity
center that provides shops,
dining, a sit-down restaurant,
and a boutique hotel.
• The hotel, which would
provide substantial revenue
via transit occupancy tax
(TOT), could include a
convention/meeting center. Extended stays over 30 days will be expressly prohibited. • To open up land for new development, Clark Field should be moved elsewhere within the city and the Caltrans commuter parking lot land swap should be finalized. • Existing, historic buildings should be preserved and adaptively reused, and their original facades should be uncovered and restored.
• New buildings should be inspired by pre-World Warr II small-town buildings that complement Norco’s unique character.
• Housing should not be allowed by right.
• Across Hamner Avenue, the historic Community Center building should be adaptively reused with revenue-generating businesses, such as a café or bistro business – a place parents can go while their kids are at practice in the Gym. A plaza should be introduced in front of the building and a community garden should be introduced behind the Community Center building next to Community Center Park.

Fourth Street & Hamner Avenue
The City Council consensus was that:
• A walkable, residential neighborhood should be introduced on the vacant parcels located near the intersection of Fourth Street and Hamner Avenue.
• Housing should prioritize seniors, but also cater to young members of the community, • The existing objective design standards should be amended to ensure new building designs reflect Norco’s character.
• New development should incorporate agricultural/animal-keeping amenities, such as community chicken coops and vegetable gardens. Additional amenities and services that support the senior lifestyle, including medical offices and a senior center, could also be included within or near the neighborhood.

Norconian Site
The City Council consensus was that:
• The Norconian site is Norco’s greatest challenge, but also Norco’s greatest opportunity. • The restoration of the historic hotel as the “Mission Inn of Norco” should be the number one priority. Ancillary buildings, such as the chapel and gym, should also be restored and take advantage of the site’s stunning views.
• Appropriate uses for the site include hotel, professional offices, business park, retail, open space, a nine-hole golf course, and “glamping.”
• Redevelopment of the site should complement Norco’s equestrian assets, including connecting to Norco’s extensive trail network and the Corydon staging area. • The reuse of the site, should it become available, should be guided by a Specific Plan.

Neighborhoods
The City Council consensus was that Norco’s
neighborhoods and animal-keeping lifestyle
should be enhanced by:
• Refining Norco’s existing property
maintenance standards to ensure
street-facing building facades and front
yards contribute to and do not detract
from Norco’s character – so Norco stays
“clean and rural.” This could include
establishing a program that enables
community groups to assist with yard clean-up or connecting residents with organizations that grow vegetables in resident back yards in exchange for helping keep front yard clean. • Updating Norco’s home-based business standards to clarify the types of businesses that are allowed on residential lots;to clarify requirements for the storage of construction vehicles and materials in back yards; to guide the number of daily customer visits to residential businesses; to establish guidelines for front yard business signage and agriculture stands; and to

streamline and – to the degree possible – reduce the cost of obtaining agricultural licenses and permits. This could include establishing a City program that enables the City to provide assistance and resources to help farmers navigate the process or to connect with organizations such as the EAT Center.
• Updating the City’s ADU standards to allow tiny homes on wheels to qualify as ADUs with the provision that all proposals undergo architectural review to ensure designs meet community standards.

Auto Mall and Gateway Specific Plans
The City Council directed that, as the Auto Mall and Gateway Specific Plan are updated or sunsetted, dealership owners should be apprised of any proposed use adjustments within proximity of their businesses.

DRAFT - MINUTES
City Council
Wednesday, June 19, 2024
City Council Chamber – Norco City Hall
2820 Clark Avenue, Norco, CA 92860
CALL TO ORDER 5:30 PM
ROLL CALL Kevin Bash, Mayor
Greg Newton, Mayor Pro Tem
Katherine Aleman, Council Member
Robin Grundmeyer, Council Member
Berwin Hanna, Council Member

CLOSED SESSIONS
City Attorney Burns read the Closed Session items into the record.

CONFERENCE WITH REAL PROPERTY NEGOTIATION
Property: APN: 131-130-026
City Negotiator: City Manager
Under Negotiation: Price and Terms

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Property: APN: 126-050-002, 126-050-004 & 129-380-010
Agency negotiator: City Manager
Negotiating Parties: City of Norco
Under negotiation: Price and terms of payment

CONFERENCE WITH LEGAL COUNSEL--ANTICIPATED LITIGATION
Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9: (1 Potential Case)

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Property: Silverlakes Sports Park
Agency negotiators: City Manager, Finance Director, Planning Director Negotiating parties: City of Norco and Balboa Management Group LLC.

Under negotiation: Price and Terms

CONFERENCE WITH LABOR NEGOTIATOR
Agency designated representative: City Manager Sassoon
Employee organization: Utility Workers Union of America, AFL-CIO Local 606

City Council Minutes - June 19, 2024
RECONVENE PUBLIC SESSION 7:13 PM

REPORT OF ACTION(S) TAKEN IN CLOSED SESSION
City Attorney Burns stated that there were no reportable actions on the items discussed and that Conference with Labor Negotiator was not discussed.

PLEDGE OF ALLEGIANCE Mayor Pro Tem Newton
INVOCATION The Redeemer's Community Church
Pastor Michelle Ehrenberg

PRESENTATIONS
Service Recognition of Chief Deputy Koehler
Mayor Bash presented a certificate to recognize Captain Koehler's service to Norco and his transition to Chief Deputy.

LGBTQ+ Month Proclamation
Mayor Bash presented the proclamation and Jacob Daravula presented information on Norco United.

Northwest Mosquito and Vector Control District
District Manager, Mark Breidenbaugh, presented information on the Northwest Mosquito and Vector Control District and answered questions from Council Members.

1. CITY COUNCIL REPORTS ON REGIONAL BOARDS
The Mayor, Mayor Pro Tem and Council Members provided reports on their recent individual participation in committees, commissions, regional boards, and community organizations.

2. PUBLIC COMMENTS
Todd Adams spoke in favor of Consent Calendar Item 3.E. regarding "No Parking" on the private streets.

Richard Gregory spoke regarding his concerns with Code Enforcement and his business and not being able to get in contact with Council Members.

3. CONSENT CALENDAR
a) Approval of Consent Calendar as Presented.

City Council Minutes - June 19, 2024
M/S ALEMAN/GRUNDMEYER Approve Consent Calendar as Presented. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

3.A. Waive Reading of all Ordinance Adoptions on this Agenda and Read by Title Only
Action: Waived reading, by title only, of all Ordinances and Resolutions. Said Ordinances and Resolutions which appear on the agenda shall be determined to have been read by title and further reading waived.

3.B. Approval of City Council Regular Meeting Minutes and Special Meeting Minutes Action: Approved the City Council Regular Meeting Minutes of June 05, 2024 and Special Meeting Minutes of May 29, 2024.

3.C. Approval and Adoption of the Annual Appropriations Limit for the Fiscal Year 2024-25
Action: Adopted Resolution No. 2024-45, approving the annual appropriations limit for Fiscal Year 2024-25.

3.D. Approval of List of Pre-Qualified Consulting Firms to Provide On-Call Engineering Services
Action: Approved the list of pre-qualified consulting firms to provide on-call engineering services for various Capital Improvement Projects for Fiscal Years 2024-25 through 2026-27.

3.E. Consider an update to the City's resolution establishing restricted parking areas, adding "No Parking/No Stopping Anytime" in front of Norco Elementary School and "No Parking" on East Street and Southfork Drive
Action: Adopted Resolution 2024-44 to add "No Parking/No Stopping Anytime" in front of Norco Elementary School and "No Parking" on East Street and Southfork Drive.

City Council Minutes - June 19, 2024

3.F. One-Year Extension Agreement for Emergency Services Coordinator Services with County of Riverside
Action: Approved a one-year extension Agreement for Emergency Services Coordinator Services with the County of Riverside.

3.G. Resolutions Calling the 2024 General Municipal Election Action: Adopted Resolution No. 2024-41, requesting the Board of Supervisors of the County of Riverside consent to conducting the November 5, 2024 General Municipal Election in the City of Norco by the County of Riverside Registrar of Voters; Resolution No. 2024-42, calling and giving notice of the General Municipal Election to be held on November 5, 2024; and Resolution No. 2024-43, adopting regulations for the candidates for elective office.

3.H. Recap of Actions Taken by the Planning Commission at its Meeting Held on June 12, 2024
Action: Received and filed the recap of actions taken by the Planning Commission at its meeting held on June 12, 2024.

4. ITEM(S) PULLED FROM CONSENT CALENDAR
There were no items pulled from the Consent Calendar.

5. LEGISLATIVE MATTERS

5.A. Second Reading of Zone Code Amendment 2024-03 (City of Norco): A City initiated amendment to Title 18, Section 18.30.46 – Accessory Dwelling Units and Junior Accessory Dwelling Units, updating/clarifying the provisions for parking, unit size, exterior non-habitable ADU areas, and cross references to state ADU law in response to recently passed state legislation Council Members had no questions or concerns regarding Ordinance No. 1117.

Mayor Bash opened Public Comment.

There were no public comments.

Mayor Bash closed Public Comment.

Motion was made.

City Council Minutes - June 19, 2024
M/S NEWTON/ALEMAN Adopt Second Reading of Ordinance 1117, approving Zone Code Amendment 2024-03. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

5.B. Second Reading of Ordinance No. 1118, Amending Norco Municipal Code Chapter 6.42 "Municipal Refuse, Manure, and Recycling Collection" and Chapter

6.45 “City of Norco Manure Management and Disposal”, Code Amendment 2024-06 with the amendment to clarify requirements in Sections 6.42.180 and

6.42.200
Council Members had no questions or concerns regarding Ordinance No. 1118.

Mayor Bash opened Public Comment.

There were no public comments.

Mayor Bash closed Public Comment.

Motion was made.

M/S ALEMAN/NEWTON Adopt the second reading of Ordinance No. 1118, Amending Norco Municipal Code Chapter 6.42 "Municipal Refuse, Manure, and Recycling Collection" and Chapter 6.45 "City of Norco Manure Management and Disposal" with the amendment to clarify requirements in Sections 6.42.180 and

6.42.200. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

6. DISCUSSION / ACTION ITEM(S)

6.A. 2024 Annual Commission Appointments

City Council Minutes - June 19, 2024
City Clerk Roa presented the process for the 2024 Annual Commission Appointments.

Commission Applicants were given time to speak.

Geoff Kahan spoke on behalf of John T. Garroutte and spoke in support for his appointment to the Parks and Recreation Commission.

Patricia Hedges spoke on her behalf and her desire to be appointed for another term to the Planning Commission.

Bill Naylor spoke on his behalf and his desire to be appointed for another term to the Parks and Recreation Commission.

Dillon Wemple spoke on his behalf and his desire to be appointed to the Parks and Recreation Commission.

Motion was made to make all appointments for the Parks and Recreation Commission, Historic Preservation and Agricultural Heritage Commission and Planning Commission.

M/S BASH/HANNA Consider the applications received and make appointments to the Parks and Recreation Commission, Historic Preservation and Agricultural Heritage Commission and Planning Commission. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE
Ballots were completed with the following votes:

Planning Commission Appointment:

Unanimous Vote for Patricia Hedges to be appointed to the Planning Commission for an additional full term.

Parks and Recreation Commission Appointment:

Dillon Wemple - 3
Trisha Autrey - 4
William Naylor - 5
John Garoutte - 3

City Council Minutes - June 19, 2024
Additional Ballot was completed between Dillon Wemple and John Garoutte.

Dillon Wemple - 2
John Garoutte - 3
Full Term Appointments for the Parks and Recreation Commission went to William Naylor and Trisha Autrey. Appointment went to John Garoutte for the remainder of the unscheduled vacancy.

Historic Preservation and Agricultural Heritage Commission:

Unanimous Vote for Dan Letbetter to be appointed to the Historic Preservation and Agricultural Heritage Commission for the remainder of the unscheduled vacancy.

6.B. Discussion regarding the methodology used for establishment of speed limits in Norco
Public Works Director Blais presented the report on speed limits.

RKA Engineer, Dave Gilbertson, and Public Works Director Blais answered questions and addressed concerns from Council Members.

Mayor Bash opened Public Comment.

Jim Pollard spoke regarding his concerns with the speed limits on Parkridge Ave between First St and Second St around the schools and the church.

Mayor Bash closed Public Comment.

Staff addressed the concerns from Mr. Pollard.

Council Members discussed the process to complete a new and more in-depth Speed Limit Study and provided direction to have proposals and details brought back to City Council for review.

Council Member Aleman recommended that the 2024 Legislative Platform be revised to support lowering City speed limits.

Following discussion, motion was made.

City Council Minutes - June 19, 2024
M/S BASH/ALEMAN Amend the 2024 Legislative Platform to add the request to support lowering City speed limits. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

6.C. Approval and Adoption of the City of Norco Operating and Capital Improvement Project Budgets for Fiscal Year 2024-25
Finance Director Free presented the Fiscal year 2024-2025 Budget.

Finance Director Free, City Manager Sassoon, Public Works Director Blais and Facilities and Maintenance Supervisor Ogelsby answered questions and addressed concerns from Council Members.

Mayor Bash opened Public Comment.

There were no public comments.

Mayor Bash closed Public Comment.

Finance Director Free answered questions and addressed concerns from Council Members.

Council Member Grundmeyer recommended that the Municipal Code Chapter

3.24 "Purchasing Systems", Sections 3.24.090 "Purchases under $50,000" and

3.24.100 "Purchases over $50,000" be brought back for Council discussion to lower the spending authority to $25,000.

Following discussion, motion was made.

M/S ALEMAN/HANNA

1. Adopt Resolution No. 2024-46 approving and adopting the City Operating Budget for Fiscal Year 2024-25 and authorizing appropriations therefrom.

2. Adopt Resolution No. 2024-47 approving and adopting the City of Norco Capital Improvement Program Budget for Fiscal Years 2024-25.

3. Adopt Resolution No. 2024-48 approving and adopting the Norco General Employees Association (NGEA) and Part-Time Salary Schedules for FY 2024-25.

The Motion was carried by the following roll call vote:

City Council Minutes - June 19, 2024
AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE
M/S GRUNDMEYER/NEWTON Agendize the discussion to amend Municipal Code Chapter 3.24, Sections 3.24.090 and 3.24.100 to lower the spending authority to $25,000. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, GRUNDMEYER, AND HANNA
NOES: ALEMAN
ABSENT: NONE
ABSTAIN: NONE

7. PUBLIC HEARING(S)

7.A. Public Hearing: Code Amendment 2024--07 (City of Norco): A City initiated amendment to Norco Municipal Code Title 15, Chapter 15.60 - "Flood Plain Management" updating this chapter for compliance with FEMA requirements Staff recommended continuing the Public Hearing for Code Amendment 2024- 07 to the next regular scheduled City Council Meeting on July 17, 2024.

Motion was made.

M/S ALEMAN/BASH Continue the Public Hearing to the Regular Scheduled City Council Meeting on July 17, 2024. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

7.B. Public Hearing: Introduction and First Read of Ordinance 1119 Amending Chapter 13.08 of the Norco Municipal Code to further require undergrounding of utility installations
City Attorney Burns presented the report for Ordinance 1119.

City Attorney Burns answered questions and addressed concerns from the Council Members.

City Council Minutes - June 19, 2024
Mayor Bash opened Public Comment.

There were no public comments.

Mayor Bash closed Public Comment.

Council Members had no further questions or concerns.

Motion was made.

M/S NEWTON/BASH Approve Alternative No. 1: Introduce and approve a first read of an Ordinance Amending Chapter 13.08 of the Norco Municipal Code to further require undergrounding of utility installations. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

8. CITY COUNCIL / STAFF COMMUNICATIONS
Council Member Aleman thanked staff for the first Concert in the Park and encouraged everyone to come out for the July 4th Picnic in the Park.

Council Member Grundmeyer made a motion to agendize a discussion to review an increase in fines for fireworks to match Corona City's fine schedule.

M/S GRUNDMEYER/BASH Motion to agendize a discussion to increase City fines for fireworks. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE
Mayor Bash requested that Troy Clarke of Inland Empire Tech Bridge be invited to present information regarding a project turning farm waste and manure into useful energy.

City Council Minutes - June 19, 2024
City Attorney Burns addressed concerns from Mayor Bash regarding a notice being sent to the owner of an undeveloped parcel on Hamner Ave regarding an ADA issue.

9. ADJOURNMENT
Mayor Bash adjourned the meeting at 9:30 PM.
_________________________________
Dana Roa, CMC
City Clerk

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.C.

To: Honorable Mayor and City Council Members
From: Alma Robles, Community Development Director
Prepared By: Sophia Thompson, Deputy City Clerk
Department: Planning
SUBJECT:

Recap of Actions Taken by the Planning Commission at its Meeting Held on July 10, 2024
RECOMMENDATION:

Receive and file the recap of actions taken by the Planning Commission at its meeting held on July 10, 2024.

REVIEWED AND APPROVED BY:

ATTACHMENT(S):

Planning Commission - Jul 10 2024 - DRAFT Minutes

DRAFT - MINUTES
Planning Commission
Wednesday, July 10, 2024
City Council Chamber – Norco City Hall
2820 Clark Avenue, Norco, CA 92860
CALL TO ORDER 7:00 PM
OATH OF OFFICE Patricia Hedges, Member
ROLL CALL Jeff Shyu, Chair
Fia Sullivan, Vice Chair
Danny Azevedo, Member
Patricia Hedges, Member
Tara Young, Member
PLEDGE OF ALLEGIANCE Chair Shyu

ELECTION OF CHAIR AND VICE CHAIR
Election of Planning Commission Chair.

M/S SHYU/HEDGES Elect Vice Chair Sullivan as Chair for the 2024-2025 Term.

The Motion was carried by the following roll call vote:

AYES: SHYU, SULLIVAN, AZEVEDO, HEDGES, AND YOUNG
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE
Election of Planning Commission Vice Chair.

M/S HEDGES/YOUNG Elect Member Azevedo as Vice Chair for the 2024-2025 Term. The Motion was carried by the following roll call vote:

AYES: SHYU, SULLIVAN, AZEVEDO, HEDGES, AND YOUNG
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE
Community Development Director Robles read the Appeal Notice into the record.

Planning Commission Minutes - July 10, 2024
APPEAL NOTICE: In the event that you disagree with the action taken by the Planning Commission in regards to your application, or with any condition for approval of the application which is not a specific requirement of the Norco Municipal Code, you are entitled to appeal such determination or conditions to the Norco City Council, provided that such appeal is filed with the Norco City Clerk within ten calendar days after the requirements for appeals, inclusive of payment of an appeal fee.

1. PUBLIC COMMENTS
There were no public comments.

2. CONSENT CALENDAR

2.A. Approval of Planning Commission Regular Meeting Minutes M/S SHYU/HEDGES Approve the Planning Commission Meeting Minutes of June 12, 2024. The Motion was carried by the following roll call vote:

AYES: SULLIVAN, AZEVEDO, HEDGES, SHYU AND YOUNG
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

3. ITEM(S) PULLED FROM CONSENT CALENDAR
There were no items pulled from the Consent Calendar.

4. DISCUSSION / ACTION ITEM(S)

4.A. Continued Item: Discussion regarding existing requirements for Primary Animal Keeping Areas (PAKAs) and open animal keeping areas (AKAs) on private properties zoned for animal-keeping, and changes/updates that may be warranted to further facilitate and protect animal-keeping.

Community Development Director Robles presented the report for the continued discussion on PAKAs and AKAs.

Commission Members had no questions or concerns.

Chair Sullivan opened Public Comment.

Planning Commission Minutes - July 10, 2024
Mike Thompson spoke regarding his concern with restricting hardscapes in rear yards and the problems that could occur if flatwork that currently does not require a permit is restricted.

Bill Naylor spoke in favor of the recommendation but with concerns on if the hardscape is specifically for animal keeping and animal keeping structures.

Bonnie Slager spoke regarding her concern for the proposed sliding scales only having a maximum lot size of 60,000 Square feet when there are several properties in Norco that are larger. She also spoke of her concerns for properties that are entirely concrete compared to properties that have hardscapes in addition to open areas.

Chair Sullivan closed Public Comment.

Community Development Director Robles answered questions and addressed concerns from Commission Members.

Commission Members discussed the proposed requirements for the PAKA/AKAs.

Community Development Director Robles clarified the direction from the Commission Members to consist of the following:
• The dimensions of the AKAs should accommodate a minimum dimension of at least 30 feet, to make it consistent with the current 30-foot width requirement for PAKAs; but on a “sliding scale” which will increase based on the size of the property (including lots over 60,000 sq.ft); • That a sliding scale also be considered for the actual area square footage based on the size of the property; and
• That structures that do not require a permit are not to be allowed in the AKA unless they are animal keeping related structures, and hardscape surfaces in the AKA will be reviewed on a case-by-case basis with the approval of an accessory building.

Chair Sullivan closed the discussion.

4.B. 2023 General Annual Progress Report (APR), for submittal to the Governor’s Office of Planning and Research (OPR) and the State Department of Housing and Community Development (HCD).

Human Resources Intern Salgado presented the report on the 2023 General Annual Progress Report.

Planning Commission Minutes - July 10, 2024
Commission Members had no questions or concerns.

Chair Sullivan opened Public Comment.

There were no public comments.

Chair Sullivan closed Public Comment.

Community Development Director Robles answered questions and addressed concerns from Commission Members.

Following discussion and without formal motion, the 2023 General Annual Progress Report was received and filed.

4.C. 2024 Planning Commission Review on Accessory Building Regulations relating to Chapter 18.68 “Accessory Building Use Permits"
Community Development Director presented the report on Accessory Building Regulations.

Community Development Director answered questions and addressed concerns from the Commission Members, receiving feedback on each main point in the presentation.

Chair Sullivan opened Public Comment.

Bill Naylor spoke in favor of the recommendations but with concerns regarding the size of RV garages and attached workshops. He also spoke regarding his concerns for limiting the number of accessory buildings permitted on a property and the height requirements for different accessory buildings as well as the costs related to CUPs and Variances.

Mike Thompson submitted a speaker card but agreed with all that was stated by Bill Naylor and had no additional comments.

Chair Sullivan closed Public Comment.

Commission Members had no further questions or concerns.

Community Development Director Robles clarified the direction from Commission Members (based on staff’s recommendations) as follows:

Planning Commission Minutes - July 10, 2024
• That a finding for approval be added to Section 18.68.14 (Conditions Necessary to granting an Accessory Building Use Permit) that the following condition exists: granting of the proposed garage, barn, workshops etc., (non- habitable buildings regulated under Chapter 18.68), does not prohibit a future ADU that preserves the animal-keeping area and its access.
• That staff look at reducing the size of the Large Vehicle Parking Building to limit/control the conversion of this building to an ADU in the future. • That the requirements for the AKA in all animal-keeping zones be centralized in Chapter 18.68.
• That only one new building in each category be allowed on a property. If more than one building is proposed, variance can be applied for and approved on a case-by -case basis. Exceptions can be made for animal keeping structures.
• That no changes in the wall height for animal-keeping structures is warranted. A variance application can be considered for height waivers on a case-by-case basis.
• That the building size threshold of 240 square -feet or more requiring PC review and approval should remain the same.

Chair Sullivan closed the discussion.

4.D. Review and approval of a revised color scheme for a building under construction at 633 Sixth Street approved under Site Plan 2019-05.

Community Development Director Robles presented the report on Site Plan 2019-05.

Community Development Director Robles answered questions and addressed concerns from Commission Members.

Chair Sullivan invited the Applicant to speak.

Applicant Jakher spoke regarding the colors that were used rather than the ones that were initially approved in the Site Plan and commented on additional changes that were made to the building that were not approved through the Site Plan.

Chair Sullivan opened Public Comment.

There were no public comments.

Chair Sullivan closed Public Comment.

Planning Commission Minutes - July 10, 2024
Commission Members discussed the proposed colors and the current colors of the structure. They also discussed their concern with other elements of the structure that do not appear to be what was approved on the Site Plan.

Following discussion, motion was made.

M/S SHYU/HEDGES Approve the revised color scheme as presented on Site Plan 2019-05 with the original approved building color of Sand Beige with the amendment of the Regal Blue roof to Mansard Brown using the approved standing seam roofing material; that any architectural deviations from the original Site Plan approval will require the submittal of a change order to the Building Department. City approval of said change order is required prior to any building final. The Motion was carried by the following roll call vote:

AYES: SULLIVAN, AZEVEDO, HEDGES, SHYU AND YOUNG
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

5. COMMISSION / STAFF COMMUNICATIONS
Community Development Director Robles updated the Commission on the General Plan process.

6. ADJOURNMENT
Chair Sullivan adjourned the meeting at 8:57 PM.

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.D.

To: Honorable Mayor and City Council Members
From: Chad Blais, Public Works Director
Prepared By: Sam Nelson, Deputy City Engineer
Department: Public Works
SUBJECT:

Execution of an Amended Cooperative Funding Agreement between the City of Norco and the Riverside County Flood Control & Water Conservation District for the Norco MDP Line N-1G Storm Drain Project
RECOMMENDATION:

Approve the Amended Cooperative Funding Agreement between the City of Norco and Riverside County Flood Control & Water Conservation District for the additional gas relocation costs associated with the Norco MDP Line N-1G Storm Drain Project, subject to non-substantive changes and approval by the Riverside County Board of Supervisors; and authorize the Mayor to execute the agreement.

SUMMARY:

Staff is recommending the City Council approve the Amended Cooperative Funding Agreement with Riverside County Flood Control & Water Conservation District (RCFC&WCD) for the Norco MDP Line N-1G Storm Drain Project and authorize the Mayor to execute the agreement.

BACKGROUND:

The City of Norco has completed construction of the Norco MDP Line N-1G Storm Drain Project located on California Avenue between Seventh Street & Eighth Street. During the construction process additional gas relocation work was performed for the project resulting in costs that exceeded the approved Cooperative Funding Agreement not-toexceed amount. RCFC&WCD has agreed to enter into an Amended Cooperative Funding Agreement to cover the additional gas relocation costs.

RCFC&WCD has agreed to contribute additional funds to cover the gas relocation work resulting in a not-to-exceed amount of $706,936.

FISCAL IMPACT:

The previous approved Cooperative Funding Agreement provided a not-to-exceed amount of $590,179. The agreement contributed one hundred percent (100%) funding for the design contract bid price, ten percent (10%) for the administration of the design, one hundred percent (100%) of the construction costs, one hundred percent (100%) of the gas relocation costs, ten percent (10%) for change orders and fifteen percent (15%) for construction administration. Due to the project not having any storm drain related change orders, the total amount billed under the approved agreement totals $551,000.

Due to the unforeseen costs associated with the gas relocations the project experienced additional costs in the amount of $140,000 which exceeded the approved Cooperative Funding Agreement amount of $590,179. The Amended Cooperative Funding Agreement has established a not-to-exceed amount of $706,936 which is sufficient to fund the additional gas relocation costs ($551,000 + $140,000 = $691,000).

RELATIONSHIP TO STRATEGIC PLAN:

Execution of the Amended Cooperative Funding Agreement for the Norco MDP Line N1G Storm Drain Project is consistent with Strategic Direction #5 – Infrastructure and Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Lisette Free, Finance Director Approved by: Lori Sassoon, City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):
1st Amendment - Norco N-1G Agreement

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FIRST AMENDMENT TO FUNDING AGREEMENT
Norco Lateral N-1G
Project No. 2-0-10034
This First Amendment to Funding Agreement ("First Amendment"), dated as of __________________, 2024, is entered into by and between the RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body corporate and politic ("DISTRICT"), and the CITY OF NORCO, a municipal corporation ("CITY"). DISTRICT and CITY are collectively referred to herein as "Parties" and individually as "Party". The Parties hereby agree as follows:

RECITALS
A. DISTRICT and CITY have entered into that certain Funding Agreement dated November 29, 2022 [DISTRICT's Board Agenda Item No. 11.6], hereinafter called "Original Agreement", to support the construction of the of Norco Lateral N-1G ("PROJECT"), which will provide necessary flood control and drainage improvements to alleviate flooding on California Avenue in the city of Norco. PROJECT runs north to south along California Avenue collecting flows and conveying them into the proposed North Norco Channel Line N-1 Extension located on Seventh Street.

B. Pursuant to Original Agreement, DISTRICT desired to contribute a total amount not to exceed Five Hundred Ninety Thousand One Hundred Seventy-Nine Dollars ($590,179) to CITY toward CITY's construction of PROJECTinfrastructure.

C. Subsequent to the execution of Original Agreement, CITY advertised PROJECT for public works construction bids and the anticipated Southern California Gas line relocation cost came in substantially higher than estimated. Based on CITY's bid results, PROJECT costs increased from an estimated Five Hundred Ninety Thousand One Hundred Seventy-Nine Dollars ($590,179) to Seven Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936).

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D. The original estimates of costs will exceed DISTRICT's contribution described in Original Agreement. Therefore, due to mutual interests, DISTRICT and CITY wish to increase the amount of DISTRICT's financial contribution for PROJECT.

E. Original Agreement together with the First Amendment are collectively referred to herein as "AGREEMENT."
F. Section III.13 of Original Agreement specifies that any alternation or variation of terms are subject to the written consent of Partiesthereto.

NOW, THEREFORE, in consideration of the preceding recitals and the mutual covenants hereinafter contained, the Parties hereto mutually agree to amend AGREEMENT as follows:

1. RECITALS J of AGREEMENT is hereby amended toread:
"TOTAL DISTRICT CONTRIBUTION for PROJECT shall not exceed a total sum of Seven Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936) and"

2. SECTION I.2 of AGREEMENT is amended to read:
"Invoice DISTRICT (Attention: Special Projects Section) for fifty percent (50%) of DESIGN CONTRIBUTION upon execution of this Agreement.

DESIGN CONTRIBUTION shall not exceed a total sum of Seven Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936) for PROJECT."

3. Last sentence in SECTION I.4 of AGREEMENT is amended to read:
"DESIGN CONTRIBUTION and DESIGN ADMIN shall not exceed a total sum of Seven Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936) for PROJECT."

4. Section I.9 of AGREEMENT is hereby amended to read:

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"At the time of providing written notice of the award of a construction contract for PROJECT, invoice DISTRICT (Attention: Special Projects Section) for BID PRICE, subject to and provided that TOTAL DISTRICT CONTRIBUTION does not exceed a total sum of Seven Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936) for PROJECT.

BID PRICE shall be supported by a copy of CITY's bid abstracts for PROJECT."

5. Section I.17 of AGREEMENT is hereby amended to read:
"At the time of providing a Notice of Completion, invoice DISTRICT (Attention: Special Projects Section) for CITY's CONTRACT ADMINISTRATION CONTRIBUTION and, if applicable, CITY's
CONSTRUCTION CHANGE ORDERS CONTRIBUTION, subject to
and provided TOTAL DISTRICT CONTRIBUTION shall not Seven Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936), for DISTRICT review."

6. Section II.1 of AGREEMENT is hereby amended to read:

Within thirty (30) days after receipt of CITY's invoices (i) pay all approved CITY's invoices and (ii) review and approve associated documents as described in RECITALS and SECTION I herein this Agreement, subject to and provided that TOTAL DISTRICT
CONTRIBUTION shall not exceed to Seven Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936) for PROJECT.

7. Section III.1 of AGREEMENT is hereby amended to read:
"Notwithstanding any other provision herein this Agreement, TOTAL DISTRICT CONTRIBUTION shall not exceed a total sum of to Seven

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Hundred Six Thousand Nine Hundred Thirty-Six Dollars ($706,936) and shall be used by CITY solely for the purpose of designing and constructing PROJECT as set forth herein. No additional funding whatsoever shall be provided by DISTRICT for any subsequent PROJECT modifications, extensions or repairs."

8. Except to the extent specifically deleted, added to or amended herein, all of the terms, covenants and conditions of said Original Agreement executed on November 29, 2022 shall remain in full force and effect between Parties hereto.

9. This First Amendment shall not be binding or consummated until its approval by DISTRICT's Board of Supervisors and fully executed by Parties.

10. This First Amendment may be executed in any number of counterparts, eachof which will be an original, but all of which together will constitute one instrument. Each Party of this First Amendment agrees to the use of electronic signatures, such as digital signatures that meet the requirements of the California Uniform Electronic Transactions Act ("CUETA") Cal. Civ. Code §§ 1633.1 to 1633.17), for executing this First Amendment. The Parties further agree that the electronic signatures of the Parties included in this First Amendment are intended to authenticate this writing and to have the same force and effect as manual signatures. Electronic signature means an electronic sound, symbol or process attached to or logically associated with an electronic record and executed or adopted by a person with the intent to sign the electronic record pursuant to CUETA as amended from time to time. CUETA authorizes use of an electronic signature for transactions and contracts among Parties in California, including a government agency. Digital signature means an electronic identifier, created by computer, intended by the Party using it to have the same force and effect as the use of a manual signature, and shall be reasonably relied upon by the Parties. For purposes of this section, a digital signature

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is a type of "electronic signature" as defined in subdivision (i) of Section 1633.2 of the Civil Code.
//
//

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In WITNESS WHEREOF, the Parties hereto have executed this First Amendment on .
(to be filled in by Clerk of the Board)
RECOMMENDED FOR APPROVAL:

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT,
By
JASON E. UHLEY
General Manager-Chief Engineer
a body politic
By
KAREN SPIEGEL, Chair
Riverside County Flood Control and Water
Conservation District Board of Supervisors
APPROVED AS TO FORM: ATTEST:

MINH C. TRAN
County Counsel

KIMBERLY RECTOR
Clerk of the Board
By

KRISTINE BELL-VALDEZ
Deputy County Counsel
By
Deputy
(SEAL)
First Amendment to Funding Agreement with City of Norco Norco Lateral N-1G
Project No. 2-0-10034
06/20/24
AGR:blj

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RECOMMENDED FOR APPROVAL: CITY OF NORCO
By

KEVIN BASH
Mayor
APPROVED AS TO FORM: ATTEST:

By

COLIN BURNS
City Attorney
By

DANA ROA, CMC
City Clerk
(SEAL)
First Amendment to Funding Agreement with City of Norco Norco Lateral N-1G
Project No. 2-0-10034
06/20/24
AGR:blj

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.E.

To: Honorable Mayor and City Council Members
From: Chad Blais, Public Works Director
Prepared By: Sam Nelson, Deputy City Engineer
Department: Public Works
SUBJECT:

Cooperative Funding Agreement between the City of Norco and the Riverside County Flood Control & Water Conservation District for the Town & Country Storm Drain Project RECOMMENDATION:

Approve the Cooperative Funding Agreement with Riverside County Flood Control & Water Conservation District (RCFC&WCD) to design and construct the Town & Country Storm Drain Project, subject to non-substantive changes and approval by the Riverside County Board of Supervisors; and authorize the Mayor to execute the agreement.

SUMMARY:

The City of Norco is preparing plans and specifications for the construction of the Town & Country Storm Drain Project located on Town & Country Avenue & Vic Jenson Way (See Project Exhibit). RCFC&WCD has agreed to enter into a Cooperative Funding Agreement for design and construction of the proposed drainage facilities.

BACKGROUND:

The purpose of the Cooperative Funding Agreement is to memorialize the mutual understanding between both parties with respect to construction, ownership, operation and maintenance, including the funding contribution.

RCFC&WCD has agreed to contribute one hundred percent (100%) funding of the design contract bid price, ten percent (10%) for administration of the design, one hundred percent (100%) of costs associated with construction, one hundred percent (100%) of costs associated with utility relocations, ten percent (10%) for change order costs and fifteen percent (15%) for construction administration resulting in a not-toexceed contribution amount of $976,000.

Per the agreement, the City is responsible to prepare the design, specifications, plans, bid advertisement, inspection and project management during construction.

FISCAL IMPACT:

The Town & Country Storm Drain Project was originally approved as a Capital Improvement Project (CIP) for Fiscal Year 2023-24 and design work is already underway. Total costs incurred to date are $37,536. For Fiscal Year 2024-25, funds in the amount of $976,000 ($98,000 for design costs and $878,000 for construction costs; Project No. 4214.40, Account Nos. 129.935.43180 & 129.935.43180.30) have been budgeted for the project. The City anticipates the project going out to bid for construction in FY 2024-25.

Per the Funding Agreement RCFC&WCD will reimburse the City for the project in the maximum amount of $976,000.

RELATIONSHIP TO STRATEGIC PLAN:

Execution of the Cooperative Funding Agreement for the Town & Country Storm Drain Project is consistent with Strategic Direction #5 – Infrastructure and Asset Management:

Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Lisette Free, Finance Director Approved by: Lori Sassoon, City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

PROJECT EXHIBIT
Funding Agreement - Norco Town & Country SD FINAL

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FUNDING AGREEMENT
Norco Town and Country Drive Storm Drain
Project No. 2-0-10043
This Funding Agreement ("Agreement"), dated as of __________________, 2024, is entered into by and between the RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body politic ("DISTRICT"), and the CITY OF NORCO, a municipal corporation ("CITY"). DISTRICT and CITY are collectively referred to herein as "Parties" and individually as "Party". The Parties hereby agree as follows:

RECITALS
A. DISTRICT has budgeted for and CITY has prepared plans and specifications ("IMPROVEMENT PLANS") for the construction, operation and maintenance of Norco Town and Country Drive Storm Drain ("TOWN AND COUNTRY STORM DRAIN") to provide drainage improvements for the immediate adjacent areas within CITY; and B. These IMPROVEMENT PLANS generally consist of the following:

1. TOWN AND COUNTRY STORM DRAIN: Approximately 1,500
lineal feet of underground storm drain system within Town and Country Drive to reduce street and community flooding. The proposed storm drain pipe will collect flows from the intersections of Tara Lane and Horseless Carriage, conveying them easterly toward Hamner Avenue, as shown in blue on Exhibit "A" attached hereto and made a part hereof; and

2. Certain inlets, catch basins and connector pipes associated with TOWN AND COUNTRY STORM DRAIN which will be constructed
to adequately collect and convey local flows within CITY-held easements or rights of way ("APPURTENANCES"); and

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C. Together, TOWN AND COUNTRY STORM DRAIN and
APPURTENANCES are hereinafter called "PROJECT"; and
D. CITY plans to advertise, award and administer a public works construction contract for PROJECT during Fiscal Year 2023/2024; and
E. CITY desires that DISTRICT include certain unavoidable utility relocations as part of the DISTRICT's financial contribution to construct PROJECT. "UTILITY RELOCATIONS" is defined as (i) the relocation of CITY owned utilities that conflict with the construction of PROJECT and (ii) the unavoidable relocation of utilities not owned by CITY that (a) conflict with the construction of PROJECT and (b) cannot be relocated by others under CITY's franchise authority; and
F. UTILITY RELOCATIONS shall be included in the public works construction contract for PROJECT; and
G. CITY desires that DISTRICT contribute funding toward the construction of PROJECT; and
H. DISTRICT wishes to support CITY's efforts to construct PROJECT by providing a financial contribution toward PROJECT's construction along with associated administrative and ancillary costs subject to the not to exceed amount in RECITAL K; and I. DISTRICT's financial contributions shall be as follows:

1. One hundred percent (100%) of design proposal cost to offset CITY's costs associated with engineering design; hydrology and hydraulics; geotechnical analysis; potholing required to complete the design of PROJECT; California Environmental Quality Act ("CEQA")
determination; preparation, application and acquisition of the environmental clearance and permits, if required, for PROJECT; and

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other typical ancillary costs related to the preparation of improvement plans ("DESIGN CONTRIBUTION"). However, DESIGN
CONTRIBUTION shall not include the fees associated with the Western Riverside County Multiple Species Habitat Conservation Plan ("MSHCP"); and

2. In the event that CITY chooses to hire an engineering consulting firm to prepare IMPROVEMENT PLANS, DISTRICT is also willing to contribute an additional ten percent (10%) of design proposal cost to offset CITY's administrative costs associated with design contract administration ("DESIGN ADMIN"); and

3. Up to one hundred percent (100%) of the lowest responsive and responsible bid contract amount for the construction of PROJECT and the costs associated with UTILITY RELOCATIONS ("BID PRICE"); and

4. Up to an additional ten percent (15%) of BID PRICE to offset CITY's administrative cost associated with construction contract administration and other typical ancillary costs related to the delivery of the facility ("CONTRACT ADMINISTRATION
CONTRIBUTION"); and

5. Up to an additional ten percent (10%) of BID PRICE for construction contract change orders ("CONSTRUCTION CHANGE ORDERS
CONTRIBUTION"); and
J. Altogether, DESIGN CONTRIBUTION, DESIGN ADMIN, BID PRICE, CONTRACT ADMINISTRATION CONTRIBUTION and CONSTRUCTION CHANGE

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ORDERS CONTRIBUTION are hereinafter called "TOTAL DISTRICT CONTRIBUTION"; and
K. TOTAL DISTRICT CONTRIBUTION for PROJECT shall not exceed a total sum of Nine Hundred Seventy-Six Thousand Dollars ($976,000); and L. DISTRICT wishes to provide only financial assistance to CITY and have no other role in the PROJECT; and
M. The purpose of this Agreement is to memorialize the mutual understandings by and between CITY and DISTRICT with respect to the design, construction, ownership, operation and maintenance of PROJECT and the payment of TOTAL DISTRICT CONTRIBUTION.

NOW, THEREFORE, in consideration of the preceding recitals and the mutual covenants hereinafter contained, the Parties hereto mutually agree that the above recitals are true and correct and incorporated into the terms of this Agreement and as follows:

SECTION I
CITY shall:

1. Pursuant to CEQA, act as Lead Agency and assume responsibility for preparation, circulation and adoption of all necessary and appropriate CEQA documents pertaining to the construction, operation and maintenance of PROJECT.

2. Invoice DISTRICT (Attention: Special Projects Section) for fifty percent (50%) of DESIGN CONTRIBUTION upon execution of this Agreement. TOTAL DISTRICT CONTRIBUTION shall not exceed a total sum of Nine Hundred Seventy-Six Thousand Dollars ($976,000) for PROJECT.

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3. Prepare or cause to be prepared improvement plans, in accordance with the applicable CITY standards. CITY shall make reasonable efforts during the preparation of IMPROVEMENT PLANS to avoid utility conflicts associated with UTILITY RELOCATIONS.

4. Following the signing of IMPROVEMENT PLANS, invoice DISTRICT (Attention: Special Projects Section) for the (i) remaining fifty percent (50%) of DESIGN CONTRIBUTION and (ii) DESIGN ADMIN and DISTRICT CONTRIBUTION shall not exceed a total sum of Nine Hundred Seventy-Six Thousand Dollars ($976,000).

5. Prior to advertising PROJECT for public works construction contract, obtain all necessary permits, licenses, agreements, approvals, rights of way, rights of entry, encroachment permits and temporary construction easements as may be needed to construct, operate and maintain PROJECT.

6. Upon execution of this Agreement, advertise, award and administer PROJECT pursuant to the applicable provisions of the California Public Contract Code. At the time of advertising for bids, provide DISTRICT with a copy of IMPROVEMENT PLANS, specifications, bid documents and any subsequent addenda thereto.

7. Provide DISTRICT with written notice (Attention: Special Projects Section) that CITY has awarded a public works construction contract for PROJECT. The written notice shall include the Contractor's actual bid amounts for PROJECT, setting forth the lowest responsible bid contract amount.

8. Order the relocation of all utilities within CITY rights of way that may conflict with the construction of PROJECT.

9. At the time of providing written notice of the award of a construction contract for PROJECT, invoice DISTRICT (Attention: Special Projects Section) for BID PRICE, subject to and provided that TOTAL DISTRICT CONTRIBUTION does not exceed a

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total sum of Nine Hundred Seventy-Six Thousand Dollars ($976,000) for PROJECT. BID PRICE shall be supported by a copy of CITY's bid abstracts for PROJECT.

10. Procure or caused to be procured insurance coverages during the term of this Agreement. CITY shall require its PROJECT construction contractor(s) to furnish original certificate(s) of insurance and original certified copies of endorsements and, if requested, certified original policies of insurance including all endorsements and any and all other attachments. Prior to CITY issuing a Notice to Proceed to its construction contractor(s) to begin construction of PROJECT, an original certificate of insurance evidencing the required insurance coverage shall be provided to DISTRICT. The procured insurance coverages shall name DISTRICT, County of Riverside, its Agencies, Districts, Special Districts and Departments, their respective directors, officers, Board of Supervisors, employees, elected or appointed officials, agents or representatives as Additional Insured. CITY shall notify DISTRICT of any claim by a third party or any incident or event that may give rise to a claim arising from the performance of this Agreement.

11. Construct or cause to be constructed PROJECT pursuant to a CITY administered public works contract in accordance with IMPROVEMENT PLANS.

12. Inspect PROJECT construction or cause PROJECT's construction to be inspected by its construction manager.

13. Require its construction contractor(s) to comply with all Cal/OSHA safety regulations including regulations concerning confined space and maintain a safe working environment for all CITY employees on the site.

14. Upon completion of PROJECT construction and CITY's acceptance thereof, accept ownership and sole responsibility for the design, inspection, operation and maintenance of PROJECT.

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15. Upon completion of PROJECT construction, provide DISTRICT with a copy of CITY's Notice of Completion.

16. Keep an accurate accounting of all PROJECT costs along with CONTRACT ADMINISTRATION CONTRIBUITION and CONSTRUCTION CHANGE ORDERS CONTRIBUTION. The final accounting of construction costs shall include a detailed breakdown of all costs, including, but not limited to, payment vouchers, CITY approved change orders and other such construction contract documents as may be necessary to establish the actual cost of construction for DISTRICT and CITY approved IMPROVEMENT PLANS.

17. At the time of providing a Notice of Completion, invoice DISTRICT (Attention: Special Projects Section) for DISTRICT's CONTRACT ADMINISTRATION CONTRIBUION and, if applicable, DISTRICT's CONSTRUCTION CHANGE ORDERS CONTRIBUTION, subject to and provided TOTAL DISTRICT CONTRIBUTION shall not exceed Nine Hundred Seventy-Six Thousand Dollars ($976,000).

SECTION II
DISTRICT shall:

1. Within thirty (30) days after receipt of CITY's invoices, (i) pay all approved CITY's invoices and (ii) review and approve associated documents as described in the RECITALS and SECTION I of this Agreement, subject to and provided that TOTAL DISTRICT CONTRIBUTION shall not exceed Nine Hundred Seventy-Six Thousand Dollars ($976,000) for PROJECT.

2. Within thirty (30) days of CITY awarding PROJECT, pay the Western Riverside County Regional Conservation Agency the mitigation fee for PROJECT per the 2004 Implementing Agreement for MSHCP, which is either the lesser of (i) three percent (3%) of the

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lowest responsible bid or (ii) three percent (3%) of lowest responsible bid contract price, less the value of any applicable project specific mitigation.

3. Not be responsible to pay any amounts that exceed TOTAL DISTRICT CONTRIBUTION for PROJECT.

SECTION III
It is further mutually agreed:

1. Notwithstanding any other provision herein this Agreement, TOTAL DISTRICT CONTRIBUTION shall not exceed a total sum of Nine Hundred Seventy-Six Thousand Dollars ($976,000) and shall be used by CITY solely for the purpose of designing and constructing PROJECT as set forth herein. No additional funding whatsoever shall be provided by DISTRICT for any subsequent PROJECT modifications, extensions or repairs.

2. In the event the actual construction cost for PROJECT is less than BID PRICE, CITY shall refund the difference to DISTRICT within thirty (30) days of filing the Notice of Completion for PROJECT.

3. Under the provisions of this Agreement, DISTRICT shall bear no responsibility whatsoever for the design, construction, ownership, operation or maintenance of PROJECT.

4. CITY shall indemnify, defend, save and hold harmless DISTRICT and the County of Riverside (including their agencies, districts, special districts and departments, their respective directors, officers, Board of Supervisors, elected and appointed officials, employees, agents, representatives, independent contractors, and subcontractors) from any liabilities, claim, damage, proceeding or action, present or future, based upon, arising out of or in any way relating to CITY's (including its officers, elected and appointed officials, employees, agents, representatives, independent contractors and subcontractors) actual or alleged acts or omissions

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related to this Agreement, performance under this Agreement or failure to comply with the requirements of this Agreement, including, but not limited to (a) property damage; (b) bodily injury or death; (c) payment of attorney fees or (d) any other element of any kind or nature whatsoever. This section shall survive any termination of this Agreement until the statute of limitations period has run for any claims that could be asserted under this Agreement.

5. If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will nevertheless continue in full force without being impaired or invalidated in any way.

6. This Agreement is to be construed in accordance with the laws of the State of California. Any action at law or in equity brought by any of the Parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the Parties hereto waive all provisions of law providing for a change of venue in such proceedings to any other county.

Neither CITY nor DISTRICT shall assign this Agreement without the written consent of the other party.

7. This Agreement is made and entered into for the sole protection and benefit of the Parties hereto. No other person or entity shall have any right of action based upon the provisions of this Agreement.

8. Any and all notices sent or required to be sent to the Parties of this Agreement will be mailed by first class mail, postage prepaid, to the following addresses:

RIVERSIDE COUNTY FLOOD CONTROL CITY OF NORCO
AND WATER CONSERVATION DISTRICT 2870 Clark Avenue
1995 Market Street Norco, CA 92860
Riverside, CA 92501 Attn: Director of Public Works
Attn: Planning Division

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9. This Agreement is the result of negotiations between the Parties hereto and the advice and assistance of their respective counsel. The fact that this Agreement was prepared as a matter of convenience by DISTRICT shall have no importance or significance. Any uncertainty or ambiguity in this Agreement shall not be construed against DISTRICT because DISTRICT prepared this Agreement in its final form.

10. Any waiver by DISTRICT or CITY of any breach by any other Party of any provision of this Agreement shall not be construed to be a waiver of any subsequent or other breach of the same or any other provision hereof. Failure on the part of DISTRICT or CITY to require from any other Party exact, full and complete compliance with any of the provisions of this Agreement shall not be construed as in any manner changing the terms hereof or estopping DISTRICT or CITY from enforcing this Agreement.

11. The obligations of DISTRICT are limited by and contingent upon the availability of DISTRICT funds for DISTRICT's financial contribution toward PROJECT as set forth herein. In the event such funds are not forth coming for any reason, DISTRICT shall immediately notify CITY in writing. The Agreement shall be deemed terminated and have no further force and effect immediately upon receipt of DISTRICT's notification by CITY.

12. This Agreement is intended by the Parties hereto as a final expression of their understanding with respect to the subject matter hereof and as a complete and exclusive statement of the terms and conditions thereof and supersedes any and all prior and contemporaneous agreements and understandings, oral or written, in connection therewith. This Agreement may be changed or modified only upon the written consent of the Parties hereto.

13. No alternation or variation of the terms of this Agreement shall be valid unless made in writing and signed by both Parties and no oral understanding or agreement not incorporated herein shall be binding on either Party hereto.

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14. Nothing in the provisions of this Agreement is intended to create duties or obligations to or rights in third parties not parties to this Agreement.

15. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. Each Party of this Agreement agrees to the use of electronic signatures, such as digital signatures that meet the requirements of the California Uniform Electronic Transactions Act (("CUETA") Cal. Civ. Code §§ 1633.1 to 1633.17), for executing this Agreement. The Parties further agree that the electronic signatures of the Parties included in this Agreement are intended to authenticate this writing and to have the same force and effect as manual signatures.

Electronic signature means an electronic sound, symbol or process attached to or logically associated with an electronic record and executed or adopted by a person with the intent to sign the electronic record pursuant to CUETA as amended from time to time. CUETA authorizes use of an electronic signature for transactions and contracts among parties in California, including a government agency. Digital signature means an electronic identifier, created by computer, intended by the party using it to have the same force and effect as the use of a manual signature, and shall be reasonably relied upon by the Parties. For purposes of this section, a digital signature is a type of "electronic signature" as defined in subdivision (i) of Section 1633.2 of the Civil Code.
//
//

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In WITNESS WHEREOF, the Parties hereto have executed this Agreement on .
(to be filled in by Clerk of the Board)
RECOMMENDED FOR APPROVAL:

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT
By
JASON E. UHLEY
General Manager-Chief Engineer
By
KAREN SPIEGEL, Chair
Riverside County Flood Control and Water
Conservation District Board of Supervisors
APPROVED AS TO FORM: ATTEST:

MINH C. TRAN
County Counsel

KIMBERLY RECTOR
Clerk of the Board
By

KRISTINE BELL-VALDEZ
Supervising Deputy County Counsel
By
Deputy
(SEAL)
Funding Agreement with City of Norco
Norco Town and Country Drive Storm Drain
Project No. 2-0-10043
04/02/24
MM:blm

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RECOMMENDED FOR APPROVAL: CITY OF NORCO
By

KEVIN BASH
Mayor
APPROVED AS TO FORM: ATTEST:

By

COLIN BURNS
City Attorney
By

DANA ROA, CMC
City Clerk
(SEAL)
Funding Agreement with City of Norco
Norco Town and Country Drive Storm Drain
Project No. 2-0-10043
04/02/24
MM:blm

H
O
R
S
E
L
E
S
S
C
A
R
RIA
G
E
D
R
HAM
N
E
R
AVE
I-15

TARA LN

FIFTH ST

TANDEM WAY

FOURTH ST
I-15

TOWN AND COUNTRY DR
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
LEGEND

NORCO TOWN AND COUNTRY STORM DRAIN

NORCO TOWN AND COUNTRY DRIVE STORM DRAIN
PROJECT NO. 2-6-10043

COOPERATIVE AGREEMENT
.

EXHIBIT A

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.F.

To: Honorable Mayor and City Council Members
From: Chad Blais, Public Works Director
Prepared By: Chad Blais, Public Works Director
Department: Public Works
SUBJECT:

Tree Planting and Irrigation Project on Temescal Avenue - Sixth Street to Seventh Street
RECOMMENDATION:

Accept the cost quotes from Nova Landscaping Group and West Coast Arborists for the Temescal Avenue Tree Planting Project, and authorize the City Manager to issue purchase orders in the amount of $84,985 and $21,800, respectively, for a total $106,785.

SUMMARY:

The Public Works Department is seeking to conduct tree planting and installation of a dedicated irrigation system on Temescal Avenue between Sixth Street and Seventh Street. Public Works obtained quotes from West Coast Arborists and Nova Landscaping Group to complete the planned work that would provide over 100 trees to be planted and provide irrigation in the parkway adjacent to the trail on Temescal Avenue.

BACKGROUND:

Over the past decade the City has seen a significant number of public trees removed due to age or disease. However, the City has taken a proactive role in adding trees in the public right-of-way through grants for tree planting and as part of street improvement projects using Measure R Funds.

During Fiscal Year 2023-24, the City completed a street improvement project on Temescal Avenue between Sixth Street and Seventh Street that was intended to include planting of street trees, but the trees were omitted due to conflicts with a water mainline located in the same alignment as where the trees were to be planted. Public Works conducted some additional potholing and verified the water mainline was about 4 feet deep along Temescal Avenue and West Coast Arborist (WCA) evaluated the situation and determined that about 109 shallow root trees (Crape Myrtle Red Dynamite,

Red Push Pistache, Oklahoma Redbud, Pink Dawn Chitalpa) could be planted above the watermain. WCA has provided a quote in the amount of $21,800 to plant the trees (see WCA quote).

Based on WCA's affirmation that trees could be planted, Public Works reached out to the City's existing trail and parkway maintenance contractor, Nova Landscaping Group (Nova), to obtain a quote to install a dedicated irrigation system to support the trees.

Staff has obtained a cost estimate from Nova in the amount of $84,985 to supply and install the irrigation controller, PVC piping, conductor wire, bubblers, backflow device, valve, and other misc. components and fittings (see Nova quote). Nova previously completed a similar installation of a dedicated tree irrigation system on Hillside Avenue between Fifth Street to Sixth Street.

FISCAL IMPACT:

Temescal Avenue Tree Planting Project was approved as part of the Measure R Budget for Fiscal Year 2024-25 with a budget of $120,000 (Project No. 4108.8, Account No. 132.930.43160). There is sufficient funding to cover the projected cost of $106,785 for the installation of the irrigation system by Nova ($84,985) and planting of trees by WCA ($21,800). The projected annual maintenance cost for monthly water usage/water service charges and Nova to maintain the irrigation and maintenance of the parkway is about $4,500. The annual maintenance cost has been factored into the existing Parkway Maintenance budget.

RELATIONSHIP TO STRATEGIC PLAN:

The requested funding for the Temescal Avenue Tree Planting Project (Fifth Street to Sixth Street) is consistent with Strategic Plan Goal No. 5 - Infrastructure & Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Lisette Free, Finance Director Approved by: Lori Sassoon, City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Nova Quote
WCA Quote

AEW NO.: 011624-0938
Date:

Job Name: Client No:

Job Address: Branch /Job No:

Sales Order No:

Bill To: Clients P.O. No.:

Attention: Tax Code:

Bill To Address:

Account Code:

Client Phone # :

Project Name:

OTHER NOTES:

QTY. SIZE MATERIAL
1500 L.F. PVC Pipe 3/4 in. Schedule 40
1800 L.F. PVC Pipe 1-1/2 in. Schedule 40
1500 L.F. PVC Pipe 1 in. Schedule 40
1 each Irrigation Misc. fittings
1 each Galvanized pipe post holder for irrigation timer 1 each Concrete base for irrigation timer
1 each Dig LEIT 4000 Controller 8 station solar controller 4 each Dig Lema 1600 HE DC selenoid actuator and adapter 4 each UF Wire Black/White 14 gauge 1 conductor 2500' ft per roll 70 each RainBird pressure compensating bubbler .5 GPM full circle umbrella 5 each NDS Rectangular valve box 14" x 19" x 12" green
4 each RainBird PEB industrial valve plastic 1-1/2" in. 1 each FEBCO LF825Y Reduced pressure zone assembly 1-1/2" 1 each All Spec Backflow enclosure single swing expanded metal green 18" W x 48" L x 30" H 1 each Misc. 1-1/2" Brass fittings for backflow install 7 each NDS Round valve box 10' in. green
3 each QC Valve 3/4" with rebar and clamp
4 each ID tags # for valves
3 each 1-1/2" Ball valve - Brass
3 each 1-1/2" Ball valve - Plastic
Total Labor & Materials, including Sales Tax $84,985.00 This proposal is valid for 60 calendar days unless otherwise approved by Nova Landscape Group Inc.

Chad Blais
Scope of Work / Labor & Materials
Provide landscape laborers to perform the installation of backflow, irrigation lines, valves, and solar controller for trees along modified horse trail.

City of Norco
130
Temescal, 6th to 7th - Landscape Irrigation Project

ATTACH COPY OF APPROVAL WITH INVOICE
DO NOT MAIL; SEND INVOICE BACK TO BRANCH
rev. 03/12/19 THIS IS NOT AN INVOICE
Norco CA. 92860
15218 Summit Ave #300-734 Fontana CA 92336
Phone: (909) 681-6949 / Email: [email protected]
9:38 AM INTERNAL USE ONLY
Temescal, 6th to 7th - Irrigation Project
Contract & Authorization For Extra Work
January 16, 2024
112200

No. 011624-0938 Total: $84,985.00
Client / Owner Nova Landsape Group Inc.

Email:

By: By: 1/16/24
Account Manager

6. Liability: Contractor shall indemnify the Client/Owner and its agents and employees from and against any liabilities that arise out of Contractor’s work to the extent such liabilities are adjudicated to have been caused by Contractor’s negligence or willful misconduct. Contractor shall not be liable for any damage that occurs from drought restrictions, or Acts of God which are defined as those caused by windstorm, hail, fire, flood, earthquake, and freezing, etc. Under these circumstances, Contractor shall have the right to renegotiate the terms and prices of this agreement within sixty (60) days. Any illegal trespass, claims and/or damages resulting from work requested that is not on property owned by Client/Owner or not under Client/Owner management and control shall be the sole responsibility of the Client/Owner.

Rafael Munoz
Signature / Title
Email: [email protected]
Contractor is authorized to perform the work stated on the face of this Contract. Payment will be 100% due at time of billing. If payment has not been received by Nova Landscape Group inc. within fifteen (30) days after billing, Nova Landscape Landscape Group shall be entitled to all costs of collection, including reasonable attorneys’ fees and it shall be relieved of any obligation to continue performance under this or any other Contract with Client/Owner. Interest at a per annum rate of 1% per month, or the highest rate permitted by law, will be charged on unpaid balance 45 days after billing.

7. Subcontractors: Contractor reserves the right to hire qualified subcontractors to perform specialized functions or work requiring specialized equipment.

4. Taxes: Contractor agrees to pay all applicable taxes, including sales tax where applicable on material supplied.

Terms and Conditions

5. Insurance: Contractor agrees to provide General Liability Insurance, Automotive Liability Insurance, Worker’s Compensation Insurance, and any other insurance required by law or Client/Owner, as specified in writing prior to commencement of work. If not specified, Contractor will furnish insurance with $1,000,000 limit of liability.

8. Additional Services: Any additional work not shown in the above specifications involving extra costs will be executed only upon signed written orders, and will become an extra charge over and above the estimate.

11. Termination: This Work Order may be terminated by the Client/Owner with or without cause, upon seven (7) work days advance written notice. Client/Owner will be required to pay for all materials purchased and work completed to the date of termination and reasonable charges incurred in demobilizing.

9. Access to Jobsite: Client/Owner shall provide all utilities to perform the work. Client/Owner shall furnish access to all parts of jobsite where Contractor is to perform work as required by the Contract or other functions related thereto, during normal business hours and other reasonable periods of time. Contractor will perform work as required by the Contract or other functions related thereto, during normal business hours and other reasonable periods of time. Contractor will perform the work as reasonably practical after the owner makes the site available for performance of the work.

10. Invoicing: Client/Owner shall make payment to Contractor within fifteen (15) days upon receipt of invoice. In the event the schedule for the completion of the work shall require more than thirty (30) days, a progress bill will be presented by month end and shall be paid within fifteen (15) days upon receipt of invoice.

1. The Contractor shall recognize and perform in accordance with written terms, written specifications and drawings only, contained or referred to herein. All materials shall conform to bid specifications.

2. Work Force: Contractor shall designate a qualified representative with experience in landscape maintenance/construction upgrades. The workforce shall be competent and qualified, and shall be legally authorized to work in the U.S.

3. License and Permits: Contractor shall maintain a Landscape Contractor’s license, if required by State or local law, and will comply with all other license and permit requirements of the City, State and Federal Governments, as well as all other requirements of law.

12. Assignment: The Client/Owner and the Contractor, respectively, bind themselves, their partners, successors, assignees and legal representatives to the other party with respect to all covenants of this Contract. In the event of sale or transfer of Client/Owner's interest in its business and/or the property which is the subject of this agreement, Client/Owner must first obtain the written consent of Contractor for the assignment of any interest in this agreement to be effective.

13. Disclaimer: This proposal was estimated and priced based upon a site visit and visual inspection from ground level using ordinary means, at or about the time this proposal was prepared. The price quoted in this proposal for the work described, is the result of that ground level visual inspection and therefore our company will not be liable for any additional costs or damages for additional work not described herein, or liable for any incidents/accidents resulting from conditions, that were not ascertainable by said ground level visual inspection by ordinary means at the time said inspection was performed. We cannot be held responsible for unknown or otherwise hidden defects. Any corrective work proposed herein cannot guarantee exact results. Professional engineering, architectural, and/or landscape design services (“Design Services”) are not included in this Agreement and shall not be provided by the Contractor. Any design defects in the Contract Documents are the sole responsibility of the Owner. If the Client/Owner must engage a licensed engineer, architect and/or landscape design professional, any costs concerning these Design Services are to be paid by the Client/Owner directly to the designer involved.

Acceptance of this Contract
Printed Name / Date
Signature / Date
Printed Name / Title
NOTICE: FAILURE TO MAKE PAYMENT WHEN DUE FOR COMPLETED WORK ON CONSTRUCTION JOBS, MAY RESULT IN A MECHANIC’S LIEN ON THE TITLE TO YOUR PROPERTY.

Personnel/ Working hours
Utilities, traffic, and permitting
Scope of Work/ Project Specs
Irrigation
Warranty
• This work is based on non-union labor.
• This proposal is based on performing the work in one continuous operation and includes one mobilization of equipment to and from site. • Nova Landscape Group Inc. has not included any permits or fees for this work in this proposal. Permits and fees if required are to be supplied and paid for by others including street closure and traffic control plans. • Water meters, fees, permits and cost for water not included in proposal.

EXCLUSIONS & QUALIFICATIONS NOTES
• Our bid is based upon personnel working normal daytime hours 8 hour work day and 40 hour work week and does not include working in an ineffective manner i.e. working in the rain or unsafe working conditions. • Nova Landscape Group Inc. is an open shop contractor, non-signatory to any labor agreements. This proposal is based on SC-Landscape Maintenance Laborer prevailing wage rates. • No import or export soils are provided for in this proposal except as noted in the materials list. All planting spoils to be used on site. • Equipment access roads and level crane pads are to be provided as the time of installation and approved by Nova Landscape Group Inc. • Any and all concrete or asphalt cutting, demolition and removal, to be performed by others. • Hardscape, electrical, demolition, surveying, metal work or waterproofing, not included. • No demolition work is provided for in this proposal.
• Nova Landscape Group Inc. is not responsible for underground or overhead utilities or their re-routing. • Nova Landscape Group Inc. is not responsible for unmarked private utilities. • A minimum of (48) hour notice prior to mobilization must be provided for proper underground utility marking, etc. in public areas. • The owner shall be responsible for identifying and marking all underground utilities within in the work site. Nova Landscape Group Inc. shall accept no responsibility for damage to any unmarked underground utilities.
• Power (110v) P.O.C. for irrigation controller will be provided by the Owner • Nova Landscape Group Inc. will warranty the irrigation system, with regards to material quality and workmanship for (90) days from the date of installation. • Nova landscape Group Inc. shall guarantee all shrubs and ground covers for a period of (90) days and all specimen trees for a period of one (1) year, or for as long as Nova Landscape Group Inc. is retained as the maintenance provider.
• Specified plant material is subject to availability at the time of construction. • Nova landscape Group Inc. shall be given sufficient notice to place irrigation sleeving prior to paving and/or curbing or wall footings being poured. • No hardscape (asphalt, concrete, etc.) cutting for purposes of installing irrigation piping, wires, etc. is provided for in this proposal. • Irrigation to be taken from provided point of connection no meter installation included. • Irrigation to be installed per plan no deviation from plan has been included. Any necessary irrigation modifications to be billed at time and materials. • Nova Landscape Group Inc. will receive the site clean and free of weeds and construction debris and in finish graded condition (plus or minus 1/10th foot) • Site is to be readily accessible to smooth bucket skip loader, forklift, and workmen with hand tools, semi truck and trailer. • Cutting, patching or penetration of planter walls is not included. Coring of structures has not been included. Others will provide all necessary penetrations into existing planters, etc. Sealing of these penetrations to be by others also.
• Waterproofing, protection boards, and topping slabs shall be completed, in place and tested by others.

JOB LOCATION
Temescal Av from 6th St to 7th St.

SCOPE OF WORK
(109) Plant 15gal Trees

CUSTOMER INFORMATION
Main Contact Billing Contact

CHAD BLAIS ACCOUNTS PAYABLE DESK

CITY OF NORCO
2870 CLARK AVENUE
NORCO, CA 92860
951.270.5678 [email protected]

CITY OF NORCO
2870 CLARK AVENUE
NORCO, CA 92860
951.270.5653 [email protected]
Inventory Needed Link Funds to Job # Purchase Order # DIR Project ID # Yes

QTY DESCRIPTION U/M UNIT PRICE TOTAL
109.00 Plant 15 Gallon Tree Each $200.00 $21,800.00
GRAND TOTAL: $21,800.00

COMMENTS
Species to plant: 28-Crape Myrtle Red Dynamite, 27-Red Push Pistache, 27-Oklahoma Redbud, 27-Pink Dawn Chitalpa.

DISCLAIMER: West Coast Arborists, Inc. ensures the quality of work performed, however, we do not ensure the customer's/city's entire tree population from failure. Conditions are often hidden within trees and below ground. Arborists cannot guarantee that a tree will be healthy or safe under all circumstances. The controlling authority must manage trees and accept some degree of risk. Only work identified in the scope of the proposal and in the contract line item is included in our quote or invoice. All work will be completed in accordance with ANSI A300 standards. Price reflects payment under prevailing wage rates under the wage determination: Tree Maintenance Laborer and report of certified payroll to the Department of Industrial Relations as applicable in accordance with state labor laws.

CA Contractors License 366764 Federal Tax ID: 95-3250682 CA DIR Registration 1000000956 ALONSO GARCIA 02/15/24

ESTIMATED BY TITLE DATE

ACCEPTED BY TITLE DATE

AREA MANAGER
WEST COAST ARBORISTS, INC.
9465 Schaefer Ave Ontario, CA 91761
800.521.3714 Phone 714.991.7844 E-Fax WCAINC.COM
Proforma
# 87953

PROFORMA FOR TREE MAINTENANCE SERVICES PROFORMA FOR TREE MAINTENANCE SERVICES Printed on: 2/15/2024 1:12:36 PM Page 1 of 1

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.G.

To: Honorable Mayor and City Council Members
From: Amanda Hamilton, Facilities and Maintenance
Director
Prepared By: Amanda Hamilton, Facilities and Maintenance Director
Department: Facilities and Maintenance
SUBJECT:

Acceptance of Proposals and Award of Contract for the Senior Center Emergency Generator Project; Approve Project Plans; and Approve Appropriation of Additional Measure R Funds for the Proposed Project
RECOMMENDATION:

Accept proposals and award the contract to FEC Electric, Inc. for the Senior Center Emergency Generator Project in the amount of $311,385, and authorize the City Manager to approve contract change orders up to 10% of the original contact; approve project plans; appropriate additional Measure R Funds in the amount of $45,000 to fund the cost of the project that includes a 10% contingency, bid notification costs, and incidental costs associated with the project.

SUMMARY:

The Senior Center Emergency Generator Project was approved as a Capital Improvement Project (CIP) in Fiscal Year 2023-24 in the amount of $300,000. In April 2024, staff released the Request for Proposals (RFP) for the project. The proposals were received and an additional appropriation of $45,000 in Measure R funds is needed to fund the full project amount, including the 10% contingency.

BACKGROUND:

Since the Senior Center is designated a cooling center, it is imperative that an emergency generator is installed to protect Norco's vulnerable populations and ensure that essential services are available during times of crisis, reflecting a proactive approach to emergency management and public safety.

The project involves preparing the site by removing existing asphalt to accommodate a new generator pad and wall. Additionally, FEC Electric, Inc. will procure and install a

generator, generator enclosure, exterior transfer switch, and integrate a new automatic transfer switch with the existing meter service. All electrical components and necessary materials will be installed as specified in the project plans.

On April 22, 2024, staff released the RFP for the Senior Center Emergency Generator Project. On May 22, 2024, ten proposals were received on the Planet Bids System. On May 29, 2024, staff evaluated the proposals which ranged from $282,000 to $492,000.

The RFP was released to ensure that the project would be awarded to a contractor that had significant experience with the installation of emergency generators for public agencies. The selection process consisted of the proposals being evaluated against six listed criteria and assigning a point value to each, up to the maximum points shown to the right of each criterion. The proposal with the highest score is selected for the Award of Contract.

Evaluation Criteria Maximum Score
Quality and Completeness of Proposal 15
Experience and Capability of Contractor 25
Staff Qualifications 10
Detailed List of three Completed
emergency generator projects of equal or
greater scope within the last two years.
25 Proposed Project Schedule 10
Proposal Cost Bid Sheet 15
The proposals ranked as follows:

Proposer Average Score Total Points (300)
FEC Electric 57 170
Towo Enterprises 42 125
AMTEK Construction 40 120
California Building Const. 18 55
ISSA Electric 22 65
MBE Construction 28 84
MC Electric 30 89
Metrocell Construction 22 65
PC Inc. 18 53
Proterra Builders 17 52
FEC Electric, Inc. has a valid California State Contractors A License and has been in business since 1997. FEC. has experience in installing emergency generators for public agencies and has excellent reviews from their listed references. FEC Electric's base bid in the amount of $311,385 with a 10% contingency and costs for advertising the bid, result in a total project cost of $345,000.

Government Code Section 830.6 stipulates that neither a public entity nor its employees bear liability for injuries arising from the approved plan or design of public property. This immunity applies when the plan or design has received prior approval from the relevant legislative or the discretionary authority or conforms to established standards. In light of

this legal framework, it is recommended that the City Council approve the project plans for the Senior Center Emergency Generator Project.

The Measure R Citizens' Oversight Committee reviewed the additional appropriation of $45,000 and recommended for City Council approval at their June 26, 2024 meeting.

FISCAL IMPACT:

The Senior Center Emergency Generator Project was approved as a Capital Improvement Project (CIP) in Fiscal Year 2023-24 in the amount of $300,000 (Project No. 54303.17 Account No. 132.910.43115). Total costs incurred to date are $25,600.

The Measure R Fund has an estimated FY 2024-25 ending fund balance of $647,176 available to fund the additional appropriation in the amount of $45,000 for a total project cost of $345,000.

RELATIONSHIP TO STRATEGIC PLAN:

This item is consistent with Strategic Direction No. 5 Infrastructure and Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Lisette Free, Finance Director Approved by: Lori Sassoon, City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

FEC Electric_Proposal
Proposal Bid Schedule Breakdown
Contract Agreement_Senior Center Emergency Generator Project _ FEC Electric, Inc.

Plans_Senior Center Emergency Generator Project

BIDDER’SNAME. F.E.C. Electric,Inc.

RonaldMoore | President

CITY OF NORCO

PROPOSAL
FOR

SENIOR CENTER EMERGENCY GENERATOR PROJECT
TO CITY OF NORCO, as AGENCY:

In accordance with AGENCY’S “Notice Inviting Sealed Bids,” the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and Contract Documents therefore, and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, Specifications, Instructions to Bidders, and Contract Documents. If this proposal is accepted for award, BIDDER agrees to enter into a Contract with the AGENCY at the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. BIDDER understands that failure to enter into a Contract in the manner and time prescribed willresult in forfeiture to AGENCY of the Bid Bond accompanying this proposal.

BIDDERunderstands that a bid is required forthe entire work, that the estimated quantities set forth in the Proposal Bid Sheet aresolely for the purpose of comparing bids, and that ?nal compensation under the Contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts.

BIDDER agrees and acknowledges that he is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liabilityforworkman’s compensation or to undertake self-insurance in accordance with the provisions of that code, and that the BIDDER will comply with such provisions of that code before commencing the performance of this Contract if awarded to it.

BIDDERcerti?es that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any Agency, State, or Federal equal employment opportunity orders have been satisfactorily ?led, and that no such reports are currently outstanding.

BIDDER declares in the attached Non-Collusion Af?davit that the only persons or parties P-1

interested in this proposal as principals are those named therein; that no of?cer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, ?rm, or corporation making a bid for the same work; and that this proposal is in all respects fair and without collusion or fraud.

BIDDER certi?es that af?rrnative action has been taken to seek out and consider disadvantaged business enterprises forthose portions ofthe work to be subcontracted, and that such af?rmative actions have been carefully documented, that said documentation is open to inspection, and that said af?rmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certi?es that affirmative action willbe taken to meet all equal employment opportunity requirements of the Contract Documents.

DATED: 5/17/2024 ,2024 BIDDER: F-E-C
BY:

TITLE: Ronald Moore | President
BIDDER‘S ADDRESS: 760 EStuart AVE
Redlands, CA 92374
pHONE; 909-793-0965
P—2

BIDDER'S INFORMATION
BIDDERcertifies that the following information is true and correct:

Bidder's Name; F.E.C. Electric, Inc.

Business Address: 760 EStuart Ave, Redlands, CA 92374
Telephone: 909-793-0965
State Contractor's License No. and Class: # 743507 IClasseszA, B, C7, C10 Original Date Issued: 12/5/1997 Expiration Date: 12/31/2025 The following are the names, titles, addresses, and phone numbers of all individuals, ?rm members, partners, joint venturers, and/or corporate of?cers having a principal interest in this proposal:

F.E.C. Electric Inc.

Ronald Moore | President
The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows:

N/A
Allcurrent and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:

N/A

CONTRACTOR'S LICENSING STATEMENT
The undersigned is licensed in accordance with the laws ofthe State of California providing for the registration of Contractors.

Contractor's License Number: 743507
Name of Individual Contractor (Print or Type):

Ronald Moore
t’
Signature of Owne '
Business: EEC. Electric, Inc.

Address or Name of Firm: F.E.C. Electric, lnc.

Business Address: 760 E Stuart Ave, Redlands, CA 92374
Name; Ronald Moore Title: president
Address: N/A
Name: Ronald Moore Title: Secretary
Address or Name of Corporation: F-E-C-EIECWIC' '"CBusiness Address; 760 E Stuart Ave, Redlands, CA92374 Corporation organ?Tf California
\ Signet—Ere of President of Corporation

SUBCONTRACTOR LIST
In compliance with the provisions of the Public Contract Code Section 4104, the undersigned bidder herewith sets forth the name, location of the place of business, and California contractor license of each Subcontractor who willperform work or labor or render service to the Prime Contractor specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half (1/2) of one percent (1%) of the General Contractor’s total bid amount or, in the case of bids or offers for the construction of streets or highways, including bridges in excess of one-half of 1 percent (0.5%) of the Prime Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, and the portion of the work which will be done by each Subcontractor.

Name Under Specific
Which Sub Description of % of
Contractor is License DlR Address of Sub Contract Total Licensed Number Number Of?ce Work Bid
John A Morrow, Inc. 15555 Main St
dba Fence Works 745223 1000001676 Ste D4 Pmb 129 Fencing 5.56% Hesperia, CA9231?
Charles C Regan, Inc. 22941 Temescal
dba Regan Paving 538134 1000002950 Canyon Rd Concrete 12.85% Corona, CA92883
Ifthe bidderfails to specify a Subcontractorfor any portion of the work, the bidder agrees to perform the work with his own crews. (Alternative Subcontractors for the same work are prohibited by provisions of the California Government Code.) An inadvertent error in listing the California contractor license number provided pursuant to paragraph (1)shall not be grounds forfiling a bid protest or grounds for considering the bid nonresponsive ifthe corrected contractor's license number is submitted to the public entity by the prime contractor within 24 hours after the bid opening and provided the corrected contractor's license number corresponds to the submitted name and location for that subcontractor.
5/17/2024 F.E.C. Electric, lnc.

Dated y Bidder
Ronald Moore 1 ignature
N/A
Signature
P-5

REFERENCES
The following are the names, addresses, and phone numbers for three public agencies for which BIDDER has performed similar work within the past two years:
18422 Bear Valle Road, Victor Valley College Victorvme, CA921435 (760) 245-4271 15900 Main St,
City of La Puente La Puente, CA91744 (525) 855-1500
100 Civic Center Mall
City of Indio (760) 391-4000 Indio, California 92201
20 W Lugonia Ave
Redlands uso Redlands, CA92374 (909) 3075300
47950 Dune Palms Rd Desert sands ”SD 760 777-4200
La Quinta. CA92253
( )

DESIGNATION OF SURETIES
The following are the names, addresses, and phone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds:

Travelers Casualtyand Surety Company of America c/o Bond Exchange 24800 Chrisanta Dr., Ste 160, Mission Viejo, CA 92691
Shawn Blume [email protected] I 949-409—9705
P-6

NON-COLLUSION DECLARATION
(TO BE EXECUTED BYBIDDERANDSUBMITTED WITH BID)
The undersigned declares:
lam the President of F.E.C. Electric, Inc. ,the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to ?x any overhead, pro?t, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liabilitycompany, limited liabilitypartnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

Ideclare under penalty of perjury under the laws of the State of Californiathat the foregoing is true and correct, and that this declaration is executed on 5/17/2024 [date], at Redlands [city], California [state].
3wri'onq‘tclI’l'loorel I’resi
P—9
Gen‘l’

CALIFORNIA JURAT GOVERNMENT CODE § 8202
A notary public or other office
the document to which this ce rtificate is attached, and not the truthfulness, accuracy, or validity of that document. r completing this certificate verifies only the identity of the individual who signed State of California
County of San Bernardin
Place Notary Seal and/
Subscribed and sworn to (or affirmed) before me on
17th , 2024
Date Year
May
Month
Ronald G. Moore
this day of , by
(and (2) Name%ignew/
proved to me on t bas' of satisfactory evidence to
be the person who a?
\
ignat r of Notary Public
Signature
3r Stamp Above

OPTIONAL
Title or Type of Documen
Document Date:

Completing this information can deter alteration of the document or fraudu/er
Description of Attached Document
treattachment of this form to an unintended document.
; Mouyf‘QllquOn Demure—hon
Number of Pages:

Signer(s) Other Than Name :l Above:
@2019 National Notary Assocra Ion

CITY OF NORCO

PROPOSAL BID SHEET
FOR

SENIOR CENTER EMERGENCY GENERATOR PROJECT

DESCRIPTION OF ITEMS UNIT

ITEM QUANTITY UNIT WITH UNIT PRICE WRITTEN PRICE IN TOTAL

INWORDS FIGURES
Mobilization, Delineation and
1- 1 LS Safety Controls for Project Site $620000 $ 6’200‘00 Remove Existing Asphalt to

2. 1 LS. Provide new generator pad and $5,800.00 $580000 wall.

Grading, Preparation, and

3. 1 LS. installation of new generator pad $7,830-00 $ 7'830-00 and new block enclosure pad.

Provide and Install New
4- 1 L-S- Generator Set with Day Tank. $129333“) $ 129938-00 Install New 8’ Block wall with
5- 1 LS hinged, lockable front access $34,100‘00 $34 10000 doors ' Provide and Install New Exterior

6. 1 LS. Transfer Switch $27,500.00 $27,500.00
Connect New Automatic Transfer
7- 1 L-S- Switch to Existing Meter Service $ 15775-00 $151775-00 Provide and Install all electrical
devices, conduit, wing, J- Boxes,

8. 1 LS. and appurtenant materials as $79,992.00 $ 79,992.00 shown in the approved project
plans
Provide Owner (City) with a

9. 1 LS. digital set of “As Built”plans for $3,500.00 $3,500.00 the completed project
Provide Engraved Plastic

10. 1 LS. Nameplates as per the approved $ 750.00 $ 750.00 project plans
P—1O

BASE BID TOTAL AMOUNT
$ 311,385.00

BASE BID TOTAL AMOUNT IN WORDS
Three hundred eleven thousand three hundred eighty-five dollars and zero cents F.E.C. Electric,Inc.
909-7%}0965l Ronald Moore, President
Bidder’sName and Telephone Number
NOTE: The unit price mus?‘be written in words and also shown in figures. The total price must be extended for each ite of work, and the total of all items inserted in the space provided.

P—‘l’l

PROPOSAL
INWITNESS WHEREOF, BIDDERexecutes and submits this proposal with the names, titles, hands, and seals of all forenamed principals this 17th day of May , 2024.

BIDDER F.E.C. Electric, Inc.

Ronald Moore | President
Subscribed and sworn to this 17th day of May , 2024.

NOTARY PUBLIC
By
Title President IRonald Moore
AGENCY acknowledges that this proposal was received and opened at the time and in the place specified, and that itwas accompanied by the required guarantee inthe amount of 10 percent of the total bid.

By
Title
P-12

CALIFORNIA ACKNOWLED MENT CIVIL CODE § 1189
to whichthis certificate is attach
Anotary publicor other officercojnpleting this certificate verifies onlythe identity ofthe individualwho signed the document d, and not the truthfulness, accuracy, or validityof that document.

State of California
County of San Bernardino }
On May 17th. 2024 before me,
Erica Waddell, Notary Public
Date
personally appeared
Here Insert Name and Title of the Of?cer
Ronald G. Moore Name?igneM
v who proved to me on the basi > of satisfactory evidence to bethe person whose name is/?/bsibed to the within instrument and ac knowledgs/J71m2/1.la't{signaturelgl/per edo that he/s executed the same in his/h hgghue’} upon behalf of which the persc ted, executed the instrument. authorized capacity?e??nd ttmacWs/
Place Notary Seal and/or Stamp Above
Description of Attached Document

OPTIONAL
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. on the instrument the personisa/ or the entity
I certify under PENALTY OF PERJURY under the
laws of the State of California that tn- foregoing
paragraph is true an. WITNESS my hann
Signature
Signatu - of Notary Public
Title or Type of Document: EKSXFQSQA
Document Date: Number ofPages:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by igner(s)
Signer’s Name:

D Corporate Officer — Tit|e( ):

I] Partner— El Limited I] eneral
El Individual El ttorney in Fact
El Trustee III uardian or Conservator
El Other:

Signer is Representing: _
Signer’s Name:

II] Corporate Officer — Tit|e(s):

El Partner— D Limited El General
D individual D Attorney in Fact
D Trustee D Guardian or Conservator
D Other:

Signer is Representing:
@2019 National Notary Associat' Ol’l

City of Norco
Bid Results for Project Request for Proposals: Senior Center Emergency Generator Project (54303.17) Issued on 04/22/2024
Bid Due on May 22, 2024 10:58 AM (PDT)
Exported on 05/25/2024
Line Totals (Unit Price * Quantity)
Item
Num Description
Unit of
Measure Quantity
MC Electric - Unit
Price
MC Electric - Line
Total
Metrocell
Construction, Inc. -
Unit Price
Metrocell
Construction, Inc. -
Line Total
F.E.C. Electric Inc. -
Unit Price
F.E.C. Electric Inc. -
Line Total
M Brey Electric, Inc -
Unit Price
M Brey Electric, Inc -
Line Total
PC Inc Power
Solutions - Unit Price
PC Inc Power
Solutions - Line Total
Proterra Builders,
Inc. - Unit Price
Proterra Builders,
Inc. - Line Total
Towo Enterprise Inc -
Unit Price
Towo Enterprise Inc -
Line Total
AMTEK

CONSTRUCTION -
Unit Price
AMTEK

CONSTRUCTION -
Line Total
California Building
Evaluation &
Construction Inc -
Unit Price
California Building
Evaluation &
Construction Inc -
Line Total
ISSA ELECTRIC, INC. -
Unit Price
ISSA ELECTRIC, INC. -
Line Total
1 Mobilization, Delineation and Safety
Controls for Project Site LS 1 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $6,200.00 $6,200.00 $40,851.00 $40,851.00 $17,700.00 $17,700.00 $28,182.61 $28,182.61 $30,000.00 $30,000.00 $17,000.00 $17,000.00 $40,000.00 $40,000.00 $60,900.00 $60,900.00 2 Remove Existing Asphalt to Provide
new generator pad and wall LS 1 $15,000.00 $15,000.00 $4,000.00 $4,000.00 $5,800.00 $5,800.00 $7,554.00 $7,554.00 $14,160.00 $14,160.00 $8,911.62 $8,911.62 $40,000.00 $40,000.00 $16,400.00 $16,400.00 $30,000.00 $30,000.00 $18,444.00 $18,444.00 3 Grading, Preparation, and
installation of new generator pad
and new block enclosure pad LS 1 $42,000.00 $42,000.00 $54,000.00 $54,000.00 $7,830.00 $7,830.00 $20,669.00 $20,669.00 $42,480.00 $42,480.00 $42,989.81 $42,989.81 $18,000.00 $18,000.00 $71,100.00 $71,100.00 $70,000.00 $70,000.00 $49,445.00 $49,445.00 4 Provide and Install New Generator
Set with Day Tank LS 1 $70,000.00 $70,000.00 $100,000.00 $100,000.00 $129,938.00 $129,938.00 $107,197.00 $107,197.00 $116,820.00 $116,820.00 $109,116.47 $109,116.47 $141,400.00 $141,400.00 $140,000.00 $140,000.00 $120,000.00 $120,000.00 $155,411.00 $155,411.00 5 Install New 8’ Block wall with
hinged, lockable front access doors LS 1 $52,000.00 $52,000.00 $6,000.00 $6,000.00 $34,100.00 $34,100.00 $24,410.00 $24,410.00 $17,700.00 $17,700.00 $50,903.20 $50,903.20 $65,000.00 $65,000.00 $35,500.00 $35,500.00 $54,000.00 $54,000.00 $51,948.00 $51,948.00 6 Provide and Install New Exterior
Transfer Switch LS 1 $10,000.00 $10,000.00 $18,000.00 $18,000.00 $27,500.00 $27,500.00 $16,894.00 $16,894.00 $28,320.00 $28,320.00 $23,017.45 $23,017.45 $12,000.00 $12,000.00 $18,400.00 $18,400.00 $10,000.00 $10,000.00 $17,371.00 $17,371.00 7 Connect New Automatic Transfer
Switch to Existing Meter Service LS 1 $12,000.00 $12,000.00 $23,000.00 $23,000.00 $15,775.00 $15,775.00 $33,933.00 $33,933.00 $19,470.00 $19,470.00 $21,769.82 $21,769.82 $22,000.00 $22,000.00 $2,100.00 $2,100.00 $19,000.00 $19,000.00 $16,650.00 $16,650.00 8 Provide and Install all electrical
devices, conduit, wing, J- Boxes, and
appurtenant materials as shown in
the approved project plans
LS 1 $69,250.00 $69,250.00 $75,000.00 $75,000.00 $79,992.00 $79,992.00 $84,121.00 $84,121.00 $88,500.00 $88,500.00 $69,561.59 $69,561.59 $48,500.00 $48,500.00 $93,200.00 $93,200.00 $54,000.00 $54,000.00 $111,896.00 $111,896.00 9 Provide Owner (City) with a digital
set of “As Built” plans for the
completed project LS 1 $750.00 $750.00 $1,200.00 $1,200.00 $3,500.00 $3,500.00 $2,700.00 $2,700.00 $7,080.00 $7,080.00 $318.27 $318.27 $1,000.00 $1,000.00 $400.00 $400.00 $2,000.00 $2,000.00 $5,000.00 $5,000.00 10 Provide Engraved Plastic Nameplates
as per the approved project plans LS 1 $1,000.00 $1,000.00 $600.00 $600.00 $750.00 $750.00 $900.00 $900.00 $1,770.00 $1,770.00 $229.16 $229.16 $500.00 $500.00 $100.00 $100.00 $500.00 $500.00 $5,000.00 $5,000.00 Subtotal $282,000.00 $291,800.00 $311,385.00 $339,229.00 $354,000.00 $355,000.00 $378,400.00 $394,200.00 $399,500.00 $492,065.00 Total $282,000.00 $291,800.00 $311,385.00 $339,229.00 $354,000.00 $355,000.00 $378,400.00 $394,200.00 $399,500.00 $492,065.00

CONTRACT AGREEMENT

CITY OF NORCO

SENIOR CENTER EMERGENCY GENERATOR PROJECT

1. Parties and Date.

This Agreement is made and entered into this 17th day of July 2024 by and between the City of Norco, a municipal corporation of the State of California, located at 2870 Clark Avenue, Norco, California 92860, County of Riverside, State of California, (hereinafter referred to as “City”) and FEC Electric, Inc., a corporation with its principal place of business at 760 E. Stuart Avenue, Redlands, CA 92374 (hereinafter referred to as “Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Agreement.

2. Recitals.

2.1 Contractor.

Contractor desires to perform and assume responsibility for the provisions of the Senior Center Emergency Generator Project on the terms and conditions set forth in this Agreement. Contractor represents that it is experienced in constructing emergency generators for public clients, that it and its employees or subcontractors have all necessary licenses and permits to perform the Services in the State of California, and that is familiar with the plans of the City.

2.2 Project.

The City desires to engage the Contractor to render such services for the Senior Center Emergency Generator Project (“Project”) as set forth in this Agreement. 2690 Clark Avenue, Norco, California 92860.

3. Terms.

3.1 Scope of Services and Term.

3.1.1 General Scope of Services. Contractor promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to construct the improvements outlined by the Senior Center Emergency Generator Project Plans. The Project is more particularly described in Exhibit A attached hereto and incorporated herein by reference. The Project shall be subject to, and performed in accordance with this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state, and federal laws, rules, and regulations.

3.1.2 Term. The terms of this Agreement shall begin at the Notice to Proceed and shall extend 60 working days. Contractor shall complete the Services

within the term of this Agreement and shall meet any other established schedules and deadlines.

3.2 Responsibilities of Contractor.

3.2.1 Control and Payment of Subordinates; Independent Contractor.

The Project shall be constructed by Contractor or under its supervision. Contractor will determine the means, methods, and details of constructing the Project subject to the requirements of this Agreement. City retains Contractor on an independent contractor basis and not as an employee. Any additional personnel constructing the Project under this Agreement on behalf of Contractor shall also not be employees of City and shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with the construction of the Project under this Agreement and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers’ compensation insurance.

3.2.2 Schedule of Services. Contractor shall construct the Project expeditiously, within the term of this Agreement, and in accordance with the Project timeframe set forth herein. Contractor represents that it has the professional and technical personnel required to construct the Project in conformance with such conditions. In order to facilitate Contractor’s conformance with the Project timeframe, City shall respond to Contractor’s Requests for Information in a timely manner. Upon request of City, Contractor shall provide a more detailed schedule of anticipated performance to meet the Project timeframe.

3.2.3 Conformance to Applicable Requirements. All work prepared by Contractor shall be subject to the approval of City.

3.2.4 City’s Representative. The City hereby designates the Director of Facilities and Maintenance, or her designee, to act as its representative for the performance of this Agreement (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Agreement.

Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee.

3.2.5 Contractor’s Representative. Contractor hereby designates Ronald Morre, President, or his designee, to act as its representative for the performance of this Agreement (“Contractor’s Representative”). The contractor’s Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement. The Contractor’s Representative shall supervise and direct the Project, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences, and procedures and for the satisfactory coordination of all portions of the Project under this Agreement.

3.2.6 Coordination of Project. Contractor agrees to work closely with City staff in the construction of the Project and shall be available to City’s staff, consultants, and other staff at all reasonable times.

3.2.7 Standard of Care; Performance of Employees. Contractor shall construct the Project under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to construct the Project. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to construct the Project. Finally, Contractor represents that it, its employees, and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to construct the Project, including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Contractor shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Contractor’s failure to comply with the standard of care provided for herein. Any employee of the Contractor or its sub-contractors who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to construct the Project in a manner acceptable to the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed to perform any work on the Project.

3.2.7.1 Period of Performance and Liquidated Damages.

Contractor shall perform and complete the Project under this Agreement within the term set forth in Section 3.1.2 above (“Term”). Contractor shall construct the Project in strict accordance with any timeframe provided herein, or which may be provided separately in writing to the Contractor. Contractor agrees that if the Project is not completed within the Term and/or pursuant to any such completion schedule or Project milestones developed pursuant to provisions of this Agreement, it is understood, acknowledged, and agreed that the City will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum of $500.00 per working day:

3.2.8 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state, and federal laws, rules and regulations in any manner affecting the performance of the Project, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with the Project. If the Contractor performs any work knowing it to be contrary to such laws, rules, and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. Contractor shall defend, indemnify, and hold City, its officials, directors, officers, employees, and agents free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.2.9 Insurance.

Throughout the life of this Contract, Contractor shall pay for and maintain in full force and effect all policies of insurance required hereunder with an insurance company(ies)

either (i) admitted by the California Insurance Commissioner to do business in the State of California and rated not less than "A- VII" in Best's Insurance Rating Guide, or (ii) as may be authorized in writing by City Manager or his/her designee at any time and in his/her sole discretion. The following policies of insurance are required:
(i) COMMERCIAL GENERAL LIABILITY insurance which shall be at least as broad as the most current version of Insurance Services Office (ISO) Commercial General Liability Coverage Form CG 00 01 and include insurance for “bodily injury,” “property damage” and “personal and advertising injury” with coverage for premises and operations (including the use of owned and nonowned equipment), products and completed operations, and contractual liability (including, without limitation, indemnity obligations under the Contract) with limits of liability of not less than the following:
$5,000,000 per occurrence for bodily injury and property damage $1,000,000 per occurrence for personal and advertising injury $10,000,000 aggregate for products and completed operations $10,000,000 general aggregate
(ii) COMMERCIAL AUTOMOBILE LIABILITY insurance which shall be at least as broad as the most current version of Insurance Service Office (ISO) Business Auto Coverage Form CA 00 01, and include coverage for all owned, hired, and non-owned automobiles or other licensed vehicles (Code 1 - Any Auto) with limits of liability of not less than $5,000,000 per accident for bodily injury and property damage.
(iii) WORKERS' COMPENSATION insurance as required under the California Labor Code.
(iv) EMPLOYERS’ LIABILITY insurance with limits of liability of not less than $1,000,000 each accident, $1,000,000 disease policy limit and $1,000,000 disease each employee.
(vi) CONTRACTORS POLLUTION LIABILITY (Unless waived in
writing by the City Manager or his/her designee in his/her sole discretion, Contractors Pollution Liability is required for all environmental and water remediation work and for all work transporting fuel. Unless waived in writing by the City Manager or his/her designee in his/her sole discretion, Contractors Pollution Liability is also required for demolition, renovation, HVAC, plumbing or electrical (including, without limitation, lighting) work on any structure built prior to the year 1990.) insurance with limits of liability of not less than the following:
$5,000,000 per occurrence or claim
$10,000,000 general or policy aggregate
In the event Contractor purchases an Umbrella or Excess insurance policy(ies) to meet the minimum limits of insurance set forth above, this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies).

Should this Contract involve any lead based, mold or asbestos environmental hazard, either the Automobile Liability insurance policy or the Contractors Pollution Liability insurance policy shall be endorsed to include Transportation Pollution Liability insurance covering materials to be transported by Contractor pursuant to the Contract.

In the event this Contract involves any lead-based environmental hazard (e.g., lead based paint), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for lead based environmental hazards. In the event this Contract involves any asbestos environmental hazard (e.g., asbestos remediation), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for asbestos environmental hazards. In the event this Contract involves any mold environmental hazard (e.g., mold remediation), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for mold environmental hazards and “microbial matter including mold” within the definition of “Pollution” under the policy.

Contractor shall be responsible for payment of any deductibles contained in any insurance policies required hereunder and Contractor shall also be responsible for payment of any self-insured retentions. Any deductibles or self-insured retentions must be declared to, and approved by, the City Manager or his/her designee in his/her sole discretion. At the option of the City Manager or his/her designee, either (i) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees and agents; or (ii) Contractor shall provide a financial guarantee, satisfactory to the City Manager or his/her designee in his/her sole discretion, guaranteeing payment of losses and related investigations, claim administration and defense expenses. At no time shall City be responsible for the payment of any deductibles or self-insured retentions.

All policies of insurance required hereunder shall be endorsed to provide that the coverage shall not be cancelled, non-renewed, reduced in coverage or in limits except after 30 calendar day written notice has been given to City. Upon issuance by the insurer, broker, or agent of a notice of cancellation, non-renewal, or reduction in coverage or in limits, Contractor shall furnish City with a new certificate and applicable endorsements for such policy(ies). In the event any policy is due to expire during the work to be performed for City, Contractor shall provide a new certificate, and applicable endorsements, evidencing renewal of such policy not less than 15 calendar days prior to the expiration date of the expiring policy.

The General Liability and Automobile Liability insurance policies shall be written on an occurrence form. The Contractors Pollution Liability insurance policy shall be written on either an occurrence form, or a claims-made form. The General Liability (including ongoing operations and products/completed operations), Automobile Liability and Contractors Pollution Liability insurance policies shall name City, its officers, officials, employees, and agents as an additional insured. All such policies of insurance shall be endorsed so Contractor’s insurance shall be primary, and no contribution shall be required of City, its officers, officials, employees, and agents. The Builders Risk (Course of Construction) insurance policy shall be endorsed to name the City as a loss payee.

Any Workers’ Compensation insurance policy shall contain a waiver of subrogation as to City, its officers, officials, employees, and agents. The coverage(s) shall contain no special limitations on the scope of protection afforded to the City, its officers, officials, employees, and agents. Should Contractor maintain insurance with broader coverage and/or limits of liability greater than those shown above, City requires and shall be entitled to the broader coverage and/or the higher limits of liability maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

Claims-Made Policies - If any coverage required is written on a claims-made coverage form:
(i) The retroactive date must be shown and must be before the effective date of the Contract or the commencement of work by Contractor. (ii) Insurance must be maintained, and evidence of insurance must be provided for at least 5 years after completion of the work or termination of the Contract, whichever first occurs.
(iii) If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the effective date of the Contract, or work commencement date, Contractor must purchase extended reporting period coverage for a minimum of 5 years after completion of the work or termination of the Contract, whichever first occurs.
(iv) A copy of the claims reporting requirements must be submitted to City for review.
(v) These requirements shall survive expiration or termination of the Contract.

Contractor shall furnish City with all certificate(s) and applicable endorsements effecting coverage required hereunder. All certificates and applicable endorsements are to be received and approved by the City’s Risk Manager or his/her designee in his/her sole discretion prior to City’s execution of the Contract and before work commences. Upon request of City, Contractor shall immediately furnish City with a complete copy of any insurance policy required under this Contract, including all endorsements, with said copy certified by the underwriter to be a true and correct copy of the original policy. This requirement shall survive expiration or termination of this Contract.

If at any time during the life of the Contract or any extension, Contractor or any of its subcontractors fail to maintain any required insurance in full force and effect, all work under this Contract shall be discontinued immediately, and all payments due or that become due to Contractor shall be withheld until notice is received by City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to City. Any failure to maintain the required insurance shall be sufficient cause for City to terminate this Contract. No action taken by City hereunder shall in any way relieve Contractor of its responsibilities under

this Contract.

The fact that insurance is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this Contract. The duty to indemnify City shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Contractor, its principals, officers, agents, employees, persons under the supervision of Contractor, vendors, suppliers, invitees, consultants, sub-consultants, subcontractors, or anyone employed directly or indirectly by any of them.

In the event of a partial or total destruction by the perils insured against of any or all of the work and/or materials herein provided for at any time prior to the final completion of the Contract and the final acceptance by the City of the work or materials to be performed or supplied thereunder, the Contractor shall promptly reconstruct, repair, replace, or restore all work or materials so destroyed or injured at his/her sole cost and expense. Nothing herein provided for shall in any way excuse the Contractor or his/her insurance company from the obligation of furnishing all the required materials and completing the work in full compliance with the terms of the Contract.

If Contractor should subcontract all or any portion of the services to be performed under this Contract, Contractor shall require each subcontractor to provide insurance protection in favor of City, its officers, officials, employees and agents in accordance with the terms of each of the preceding paragraphs, except that the subcontractors' certificates and endorsements shall be on file with Contractor and City prior to the commencement of any work by the subcontractor.

3.2.10 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. In constructing the Project, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions as applicable shall include, but shall not be limited to: (A) adequate life protection and lifesaving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures.

3.2.11 Bonds.

3.2.11.1 Performance Bond. Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or

approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City.

3.2.11.2 Payment Bond. Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not-toexceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by City.

3.2.11.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient, or any surety be found to be unsatisfactory, Contractor shall renew or replace the affected bond within 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this section are accepted by the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the extent available, the bonds shall further provide that no change or alteration of the Agreement (including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause.

3.2.11.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California admitted surety with a current A.M. Best’s rating no less than A: VIII and satisfactory to the City. If a California admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City.

3.3 Fees and Payments.

3.3.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all construction services rendered under this Agreement at the rates set forth in Exhibit B attached hereto and incorporated herein by reference.

Extra work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.3.2 Payment of Compensation. Contractor shall submit to City a monthly itemized statement which indicates work completed by Contractor. The statement shall describe the amount of Services and supplies provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement. City shall, within 45 days of receiving such statement, review the statement and pay all approved charges thereon.

3.3.3 Reimbursement for Expenses. Contractor shall not be reimbursed for any expenses unless authorized in writing by City.

3.3.4 Extra Work. At any time during the term of this Agreement, City may request that Contractor perform Extra Work. As used herein, “Extra Work” means any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement. Contractor shall not perform, nor be compensated for, Extra Work without written authorization from City’s Representative.

3.3.5 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies at the Contractor's principal place of business and at the project site. Contractor shall defend, indemnify, and hold the City, its elected officials, officers, employees, and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

3.4 Accounting Records.

3.4.1 Maintenance and Inspection. Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Contractor shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

3.5 General Provisions.

3.5.1 Termination of Agreement.

3.5.1.1 Grounds for Termination. City may, by written notice to Contractor, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Contractor shall be compensated only for those services

which have been adequately rendered to City, and Contractor shall be entitled to no further compensation. Contractor may not terminate this Agreement except for cause.

3.5.1.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Contractor to provide all finished or unfinished Documents and Data and other information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. Contractor shall be required to provide such document and other information within fifteen (15) days of the request.

3.5.1.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

3.5.2 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the follow address, or at such other address as the respective parties may provide in writing for this purpose:

Contractor:

FEC Electric, Inc.
760 E. Stuart Ave.

Redlands, CA 92374
Attention: Ronald Moore, President
City:

City of Norco
2870 Clark Avenue
Norco, CA 92860
Attention: Director of Facilities and Maintenance
Such notice shall be deemed made when personally delivered or when mailed, fortyeight (48) hours after deposit in the US Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.5.3 Cooperation; Further Acts. The Parties shall fully cooperate with one another and shall take any additional acts or sign any additional documents as may be necessary, appropriate, or convenient to attain the purposes of this Agreement.

3.5.4 Attorney’s Fees. If either party commences an action against the other party, either legal, administrative, or otherwise, arising out of or in connection with this Agreement, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorney’s fees and all other costs of such action.

3.5.5 Indemnification. To the furthest extent allowed by law, including California Civil Code section 2782, Contractor shall indemnify, hold harmless and defend City and its officers, officials, employees, agents and volunteers from any and all

loss, liability, fines, penalties, forfeitures, costs and damages (whether in contract, tort or strict liability, including but not limited to personal injury, death at any time and property damage) incurred by City, Contractor or any other person, and from any and all claims, demands and actions in law or equity (including attorney's fees and litigation expenses), arising or alleged to have arisen directly or indirectly out of performance of this Agreement. Contractor’s obligations under the preceding sentence shall apply regardless of whether City or any of its officers, officials, employees, agents, or volunteers are passively negligent, but shall not apply to any loss, liability, fines, penalties, forfeitures, costs, or damages caused by the active or sole negligence, or the willful misconduct, of City or any of its officers, officials, employees, agents or volunteers.

If Contractor should subcontract all or any portion of the work to be performed under this Agreement, Contractor shall require each subcontractor to indemnify, hold harmless and defend City and its officers, officials, employees, agents, and volunteers in accordance with the terms of the preceding paragraph.

This section shall survive termination or expiration of this Agreement.

3.5.6 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings, or agreements. This Agreement may only be modified by a writing signed by both parties.

3.5.7 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Riverside County.

3.5.8 Time of Essence. Time is of the essence for each and every provision of this Agreement.

3.5.9 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project.

3.5.10 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties.

3.5.11 Assignment or Transfer. Contractor shall not assign, hypothecate, or transfer, either directly or by operation of law, this Agreement, or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation, or transfer.

3.5.12 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be workdays (Monday through Friday, excluding holidays). All references to Contractor include all personnel, employees, agents, and subcontractors of Contractor, except as otherwise specified in this Agreement. All references to City include its elected officials,

officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content, or intent of this Agreement.

3.5.13 Amendment; Modification. No supplement, modification or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties.

3.5.14 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel or otherwise.

3.5.15 No Third-Party Beneficiaries. There are no intended third-party beneficiaries of any right or obligation assumed by the Parties.

3.5.16 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

3.5.17 Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid, nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. Contractor further agrees to file, or shall cause its employees or subcontractors to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the Services. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer, or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

3.5.18 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer, and it shall not discriminate against any subcontractor, employee, or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, or termination. Contractor shall also comply with all relevant provisions of City’s Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted.

3.5.19 Labor Certification. By its signature hereunder, Contractor certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services.

3.5.20 Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party.

3.5.21 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.

3.6 Subcontracting.

3.6.1 Prior Approval Required. Contractor shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement.

FEC ELECTRIC, INC:
*By:
________________________________________________
Signature
________________________________________________
Ronald Moore, President
OWNER: CITY OF NORCO, a municipal corporation
*By:
________________________________________________
Kevin Bash - Mayor

ATTEST:
________________________________________________
Dana Roa, City Clerk
APPROVED AS TO FORM:
________________________________________________
Harper and Burns, LLC., City Attorney

EXHIBIT A
SENIOR CENTER EMERGENCY GENERATOR PROJECT (PROJECT NO. 54303.17) The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract Documents for the above stated project. The scope of work to be done hereunder consists of the installation of an emergency generator with enclosure at the Norco Senior Center located at 2690 Clark Avenue, Norco, California 92860.

The general items of work to be done hereunder consist of the removal of the existing asphalt area to provide for the new generator pad and wall. The procurement and installation of the new generator pad, generator, and generator enclosure. The contractor will also need to provide and install a new exterior transfer switch, install a new automatic transfer switch to the existing meter service, and install all electrical and appurtenant devices/materials listed and required in the plans for the specified project.

The work to be done consists of furnishing equipment/materials, tools, labor, incidentals, and materials as needed required by the Plans, Specifications, and Contract Documents for the above stated project in the amount of $311,385.

There are 60 working days allowed to complete this project. Liquidated damages shall be assessed at $500.00 per working day. The project plans have been approved by the City of Norco Building Department; the contractor is responsible for obtaining a building permit from the City for the construction of the project.

The services shall be performed in accordance with the Standard Specifications for Public Works Construction (Green Book), latest edition, including all current supplements, addenda, and revisions thereof (hereinafter referred to as “Standard Specifications”) incorporated herein by this reference. Any provisions which supplement or modify the Standard Specifications are attached hereto as Special Provisions and incorporated herein by this reference.

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909 864-0223
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Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA

NORCO SENIOR CENTER

VICINITY MAP SCOPE OF PROJECT

PROJECT GENERAL NOTES

NEW PERMENENT EMERGENCY GENERATOR

SYSTEM AND NEW AUTOMATIC TRANSFER SWITCH

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CITY OF NORCO

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8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA

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ENLARGED ELECTRICAL SITE PLAN 1 J Electrical Engineering & Consulting CA 92346
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Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA

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SYMBOLS LIST
GENERATOR MOUNTING DETAIL 1
SINGLE LINE DIAGRAM 4
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Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA PULLBOX DETAIL 3 Page 99 of 432
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8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA AUTO TRANSFER SWITCH DETAIL 2 Page 100 of 432
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Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA GENERATOR ENCLOSURE DETAIL 1 Page 101 of 432
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8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA

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NOTES
J Electrical Engineering & Consulting CA
92346
[email protected]
909 864-0223
Fax 909 864-0280
Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA

E-6.0

ELECTRICAL

SPECIFICATIONS
ELECTRICAL SPECIFICATIONS “ ” “ ” “ ” J Electrical Engineering & Consulting CA 92346
[email protected]
909 864-0223
Fax 909 864-0280
Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA

E-6.1

GENERATOR
& ATS

SPECIFICATIONS

ENGINE GENERATOR SPECIFICATION

1. GENERAL

1.1. DESCRIPTION OF SYSTEM & SITE

1.1.1. PROVIDE A 130 KW STANDBY POWER SYSTEM TO SUPPLY ELECTRICAL POWER AT 120/208 VOLTS, 60 HERTZ, 3 PHASE. THE

GENERATOR SHALL CONSIST OF A LIQUID COOLED DIESEL ENGINE, A SYNCHRONOUS AC ALTERNATOR, AND SYSTEM CONTROLS

WITH ALL NECESSARY ACCESSORIES FOR A COMPLETE OPERATING SYSTEM, INCLUDING BUT NOT LIMITED TO THE ITEMS AS SPECIFIED HEREINAFTER.

1.1.2. THE SITE IS AN NEC ORDINARY LOCATION WITH NO SPECIFIC HARSH ENVIRONMENT REQUIREMENTS.

1.1.3. THE GENSET SHALL BE APPLIED AT THE LISTED AMBIENT AND ELEVATION. BIDDERS TO SUBMIT THE GENERATORS RATED POWER OUTPUT AT 120 AMBIENT (˚F) AND 1500 ELEVATION (FT).

1.1.4. BIDDERS ARE TO SUBMIT THE GENSET'S SOUND LEVEL IN DBA AT 23 FT BASED ON THE CONFIGURATION SPECIFIED.

1.2. REQUIREMENTS OF REGULATORY AGENCIES

1.2.1. AN ELECTRIC GENERATING SYSTEM, CONSISTING OF A PRIME MOVER, GENERATOR, GOVERNOR, COUPLING AND ALL

CONTROLS, MUST HAVE BEEN TESTED, AS A COMPLETE UNIT, ON A REPRESENTATIVE ENGINEERING PROTOTYPE MODEL OF THE EQUIPMENT TO BE SOLD.

1.2.2. THE GENERATOR SET MUST CONFORM TO APPLICABLE NFPA REQUIREMENTS.

1.2.3. THE GENERATOR SET MUST BE AVAILABLE WITH THE UNDERWRITERS LABORATORIES LISTING (UL2200) FOR A STATIONARY ENGINE GENERATOR ASSEMBLY.

1.2.4. THE GENERATOR SET MUST MEET EPA FEDERAL EMISSION GUIDELINES FOR STATIONARY STANDBY POWER GENERATION.

RESIDENCE IS LOCATED WITHIN 50 METERS OF GENERATOR PAD REQUIRING THE USE OF DIESEL PARTICULATE FILTER PER SCAQMD RULE 1470.

1.3. MANUFACTURER QUALIFICATIONS

1.3.1. THIS SYSTEM SHALL BE SUPPLIED BY AN ORIGINAL EQUIPMENT MANUFACTURER (OEM) WHO HAS BEEN REGULARLY ENGAGED

IN THE PRODUCTION OF ENGINE-ALTERNATOR SETS, AUTOMATIC TRANSFER SWITCHES, AND ASSOCIATED CONTROLS FOR A MINIMUM OF 25 YEARS, THEREBY IDENTIFYING ONE SOURCE OF SUPPLY AND RESPONSIBILITY. APPROVED SUPPLIERS IS GENERAC INDUSTRIAL POWER.

1.3.2. THE MANUFACTURER SHALL HAVE PRINTED LITERATURE AND BROCHURES DESCRIBING THE STANDARD SERIES SPECIFIED, NOT A ONE OF A KIND FABRICATION.

1.3.3. MANUFACTURER'S AUTHORIZED SERVICE REPRESENTATIVE SHALL MEET THE FOLLOWING CRITERIA:

1.3.3.1. CERTIFIED, FACTORY TRAINED, INDUSTRIAL GENERATOR TECHNICIANS

1.3.3.2. SERVICE SUPPORT 24/7

1.3.3.3. SERVICE LOCATION WITHIN 50 MILES

1.3.3.4. RESPONSE TIME OF 4 HOURS

1.3.3.5. SERVICE & REPAIR PARTS IN-STOCK AT PERFORMANCE LEVEL OF 95%

1.3.3.6. OFFER OPTIONAL REMOTE MONITORING AND DIAGNOSTIC CAPABILITIES

1.4. SUBMITTALS

1.4.1. ENGINE GENERATOR SPECIFICATION SHEET

1.4.2. CONTROLS SPECIFICATION SHEET(S)

1.4.3. INSTALLATION / LAYOUT DIMENSIONAL DRAWING

1.4.4. WIRING SCHEMATIC

1.4.5. SOUND DATA

1.4.6. EMISSION CERTIFICATION

1.4.7. WARRANTY STATEMENT

1.4.8. ALTERNATOR THERMAL DAMAGE AND DECREMENT CURVES

1.4.9. GENERATOR PROTECTIVE DEVICE TIME CURRENT CURVES

2. ENGINE

2.1. ENGINE RATING AND PERFORMANCE

2.1.1. THE PRIME MOVER SHALL BE A LIQUID COOLED, DIESEL FUELED, TURBOCHARGED AFTER-COOLED ENGINE OF 4-CYCLE DESIGN. IT WILL HAVE ADEQUATE HORSEPOWER TO ACHIEVE RATED KW OUTPUT WITH AT AN OPERATING SPEED OF 1800 RPM.

2.1.2. THE ENGINE SHALL SUPPORT A 100% LOAD STEP.

2.1.3. THE GENERATOR SYSTEM SHALL SUPPORT GENERATOR START-UP AND LOAD TRANSFER WITHIN 10 SECONDS.

2.1.4. THE GENERATOR SHALL ACCEPT A LOAD STEP OF 100% KW WITH A MAXIMUM FREQUENCY DIP OF 10 HZ.

2.2. ENGINE OIL SYSTEM

2.2.1. FULL PRESSURE LUBRICATION SHALL BE SUPPLIED BY A POSITIVE DISPLACEMENT LUBE OIL PUMP. THE ENGINE SHALL HAVE A REPLACEABLE OIL FILTER(S) WITH INTERNAL BYPASS AND REPLACEABLE ELEMENT(S).

2.2.2. THE ENGINE SHALL OPERATE ON MINERAL BASED OIL. SYNTHETIC OILS SHALL NOT BE REQUIRED.

2.2.3. THE OIL SHALL BE COOLED BY A OIL COOLER WHICH IS INTEGRATED INTO THE ENGINE SYSTEM.

2.3. ENGINE COOLING SYSTEM

2.3.1 THE ENGINE IS TO BE COOLED WITH A UNIT MOUNTED RADIATOR, FAN, WATER PUMP, AND CLOSED COOLANT RECOVERY SYSTEM. THE COOLANT SYSTEM SHALL INCLUDE A COOLANT FILL BOX WHICH WILL PROVIDE VISUAL MEANS TO DETERMINE IF THE SYSTEM HAS ADEQUATE COOLANT LEVEL. THE RADIATOR SHALL BE DESIGNED FOR OPERATION IN 122 DEGREES F, (50 DEGREES C) AMBIENT TEMPERATURE.

2.3.1. THE ENGINE SHALL HAVE (A) UNIT MOUNTED, THERMOSTATICALLY CONTROLLED WATER JACKET HEATER(S) TO AID IN QUICK STARTING. THE WATTAGE SHALL BE AS RECOMMENDED BY THE MANUFACTURER.

2.3.2. 2.3.3. ENGINE COOLANT AND OIL DRAIN EXTENSIONS, EQUIPPED WITH PIPE PLUGS AND SHUT-OFF VALVES, MUST BE PROVIDED TO THE OUTSIDE OF THE MOUNTING BASE FOR CLEANER AND MORE CONVENIENT ENGINE SERVICING.

2.3.4. A RADIATOR FAN GUARD MUST BE INSTALLED FOR PERSONNEL SAFETY THAT MEETS UL AND OSHA SAFETY REQUIREMENTS.

2.4 ENGINE STARTING SYSTEM

1.1.1. STARTING SHALL BE BY A SOLENOID SHIFT, DC STARTING SYSTEM.

1.1.2. THE ENGINE'S CRANKING BATTERIES SHALL BE LEAD ACID. THE BATTERIES SHALL BE SIZED PER THE MANUFACTURER'S RECOMMENDATIONS. [THE BATTERIES SHALL BE THE LARGEST AVAILABLE BY THE MANUFACTURER FOR THIS GENERATOR SIZE.] THE BATTERIES SUPPLIED SHALL MEET NFPA 110 CRANKING REQUIREMENTS OF 90 SECONDS OF TOTAL CRANK TIME. BATTERY SPECIFICATIONS (TYPE, AMP-HOUR RATING, COLD CRANKING AMPS) TO BE PROVIDED IN THE SUBMITTAL.

1.1.3. THE GENSET SHALL HAVE AN ENGINE DRIVEN, BATTERY CHARGING ALTERNATOR WITH INTEGRATED VOLTAGE REGULATION.

1.1.4. THE GENSET SHALL HAVE AN AUTOMATIC DUAL RATE, FLOAT EQUALIZE, 10 AMP BATTERY CHARGER. THE CHARGER MUST BE PROTECTED AGAINST A REVERSE POLARITY CONNECTION. THE CHARGERS CHARGING CURRENT SHALL BE MONITORED WITHIN THE GENERATOR CONTROLLER TO SUPPORT REMOTE MONITORING AND DIAGNOSTICS. THE BATTERY CHARGER IS TO BE FACTORY INSTALLED ON THE GENERATOR SET. DUE TO LINE VOLTAGE DROP CONCERNS, A BATTERY CHARGER MOUNTED IN THE TRANSFER SWITCH WILL BE UNACCEPTABLE.

1.1. ENGINE FUEL SYSTEM

1.1.1. THE ENGINE FUEL SYSTEM SHALL BE DESIGNED FOR OPERATION ON #2 DIESEL FUEL AND COLD WEATHER DIESEL BLENDS.

1.1.2. THE ENGINE SHALL INCLUDE A PRIMARY FUEL FILTER, WATER SEPARATOR, MANUAL FUEL PRIMING PUMP, AND ENGINE FLEXIBLE FUEL LINES MUST BE INSTALLED AT THE POINT OF MANUFACTURE. ELEMENT SHALL BE REPLACEABLE PAPER TYPE.

1.1.3. THE ENGINES SUCTION LINE SHALL BE FITTED WITH A CHECK VALVE TO SECURE PRIME FOR THE ENGINES INJECTION PUMP.

1.1.4. THE GENSET SHALL INCLUDE A SECONDARY DUPLEX FUEL FILTER ASSEMBLY CAPABLE OF SWITCHING FILTERS WITHOUT SHUTTING DOWN THE ENGINE. THE FILTER SHALL REMOVE CONTAMINANTS OF 10 MICRONS OR LARGER.

1.2. ENGINE CONTROLS

1.2.1. ENGINES THAT ARE EQUIPPED WITH AN ELECTRONIC ENGINE CONTROL MODULE (ECM), SHALL MONITOR AND CONTROL ENGINE FUNCTIONALITY AND SEAMLESSLY INTEGRATE WITH THE GENSET CONTROLLER THROUGH DIGITAL COMMUNICATIONS.

ECM MONITORED PARAMETERS SHALL BE INTEGRATED INTO THE GENSET CONTROLLERS NFPA 110 ALARM AND WARNING REQUIREMENTS. ALL ECM FAULT CODES SHALL BE DISPLAYED AT THE GENSET CONTROLLER IN STANDARD LANGUAGE - FAULT CODE NUMBERS ARE NOT ACCEPTABLE.

1.2.2. FOR ENGINES WITHOUT ECM FUNCTIONALITY OR FOR ANY ADDITIONAL GENSET CONTROLLER MONITORING, SENSORS ARE TO BE CONDITIONED TO A 4-20MA SIGNAL LEVEL TO ENHANCE NOISE IMMUNITY AND ALL SENSOR CONNECTIONS SHALL BE SEALED TO PREVENT CORROSION.

1.2.3. ENGINE SPEED SHALL BE CONTROLLED WITH AN INTEGRATED ISOCHRONOUS GOVERNOR FUNCTION WITH NO CHANGE IN ALTERNATOR FREQUENCY FROM NO LOAD TO FULL LOAD. STEADY STATE REGULATION IS TO BE 0.25%.

1.3. ENGINE EXHAUST & INTAKE

1.3.1. THE ENGINE EXHAUST EMISSIONS SHALL MEET THE EPA EMISSION REQUIREMENTS FOR STANDBY POWER GENERATION.

1.3.2. THE MANUFACTURER SHALL SUPPLY ITS RECOMMENDED STAINLESS STEEL, FLEXIBLE CONNECTOR TO COUPLE THE ENGINE EXHAUST MANIFOLD TO THE EXHAUST SYSTEM. A RAIN CAP WILL TERMINATE THE EXHAUST PIPE AFTER THE SILENCER. ALL COMPONENTS MUST BE PROPERLY SIZED TO ASSURE OPERATION WITHOUT EXCESSIVE BACK PRESSURE WHEN INSTALLED.

1.3.3. THE MANUFACTURER SHALL SUPPLY A CRITICAL GRADE EXHAUST SILENCER AS STANDARD. FOR APPLICATIONS WITH SITE SPECIFIC SOUND REQUIREMENTS (REFERENCE SECTION 1.1), THE SILENCER SHALL BE SELECTED TO ACHIEVE SITE SOUND LEVELS.

1.3.4. FOR GENSETS IN A WEATHER OR SOUND ATTENUATED ENCLOSURE, ALL EXHAUST PIPING FROM THE TURBO-CHARGER DISCHARGE TO THE SILENCER SHALL BE THERMALLY WRAPPED TO MINIMIZE HEAT DISSIPATION INSIDE THE ENCLOSURE.

1.3.5. THE ENGINE INTAKE AIR IS TO BE FILTERED WITH ENGINE MOUNTED, REPLACEABLE, DRY ELEMENT FILTERS.

1.4. UNIT SHALL BE SUPPLIED WITH DIESEL PARTICULATE FILTER INSTALLED TO MEET LOCAL AQMD REQUIREMENTS. DATA LOGGER SHALL ALSO BE PROVIDED WITH BACK PRESSURE AND TEMPERATURE MONITORING IF REQUIRED.

ENGINE GENERATOR SPECIFICATION

1. ALTERNATOR

1.1. THE ALTERNATOR SHALL BE THE VOLTAGE AND PHASE CONFIGURATION AS SPECIFIED IN SECTION 1.1.1.

1.2. THE ALTERNATOR SHALL BE A 4 POLE, REVOLVING FIELD, STATIONARY ARMATURE, SYNCHRONOUS MACHINE. THE EXCITATION

SYSTEM SHALL UTILIZE A BRUSHLESS EXCITER WITH A THREE PHASE FULL WAVE RECTIFIER ASSEMBLY PROTECTED AGAINST ABNORMAL TRANSIENT CONDITIONS BY A SURGE PROTECTOR. PHOTO-SENSITIVE COMPONENTS WILL NOT BE PERMITTED IN THE ROTATING EXCITER.

1.3. THE ALTERNATOR SHALL INCLUDE A PERMANENT MAGNET GENERATOR (PMG) FOR EXCITATION SUPPORT. THE SYSTEM SHALL SUPPLY A MINIMUM SHORT CIRCUIT SUPPORT CURRENT OF 300% OF THE RATING (250% FOR 50HZ OPERATION) FOR 10 SECONDS.

1.4. THREE PHASE ALTERNATORS SHALL BE 12 LEAD, BROAD RANGE CAPABLE OF SUPPORTING VOLTAGE RECONNECTION. SINGLE PHASE ALTERNATORS SHALL BE FOUR LEAD AND DEDICATED VOLTAGE DESIGNS (600V) SHALL BE SIX LEAD. ALL LEADS MUST BE EXTENDED INTO A NEMA 1 CONNECTION BOX FOR EASY TERMINATION. A FULLY RATED, ISOLATED NEUTRAL CONNECTION MUST BE INCLUDED BY THE GENERATOR SET MANUFACTURER.

1.5. THE ALTERNATOR SHALL USE A SINGLE, SEALED BEARING DESIGN. THE ROTOR SHALL BE CONNECTED TO THE ENGINE FLYWHEEL USING FLEXIBLE DRIVE DISKS. THE STATOR SHALL BE DIRECT CONNECTED TO THE ENGINE TO ENSURE PERMANENT ALIGNMENT.

1.6. THE ALTERNATOR SHALL MEET TEMPERATURE RISE STANDARDS OF UL2200 (120 DEGREES C). THE INSULATION SYSTEM MATERIAL SHALL BE CLASS "H" CAPABLE OF WITHSTANDING 150 DEGREES C TEMPERATURE RISE.

1.7. THE ALTERNATOR SHALL BE PROTECTED AGAINST OVERLOADS AND SHORT CIRCUIT CONDITIONS BY ADVANCED CONTROL PANEL PROTECTIVE FUNCTIONS. THE CONTROL PANEL IS TO PROVIDE A TIME CURRENT ALGORITHM THAT PROTECTS THE ALTERNATOR AGAINST SHORT CIRCUITS. TO ENSURE PRECISION PROTECTION AND REPEATABLE TRIP CHARACTERISTICS, THESE FUNCTIONS MUST

BE IMPLEMENTED ELECTRONICALLY IN THE GENERATOR CONTROL PANEL -- THERMAL MAGNETIC BREAKER IMPLEMENTATION ARE NOT ACCEPTABLE.

1. CONTROLS

1.1. THE GENERATOR CONTROL SYSTEM SHALL BE A FULLY INTEGRATED MICROPROCESSOR BASED CONTROL SYSTEM FOR STANDBY EMERGENCY ENGINE GENERATORS MEETING ALL REQUIREMENTS OF NFPA 110 LEVEL 1.

1.2. THE GENERATOR CONTROL SYSTEM SHALL BE A FULLY INTEGRATED CONTROL SYSTEM ENABLING REMOTE DIAGNOSTICS AND EASY BUILDING MANAGEMENT INTEGRATION OF ALL GENERATOR FUNCTIONS. THE GENERATOR CONTROLLER SHALL PROVIDE INTEGRATED AND DIGITAL CONTROL OVER ALL GENERATOR FUNCTIONS INCLUDING: ENGINE PROTECTION, ALTERNATOR PROTECTION, SPEED GOVERNING, VOLTAGE REGULATION AND ALL RELATED GENERATOR OPERATIONS. THE GENERATOR

CONTROLLER MUST ALSO PROVIDE SEAMLESS DIGITAL INTEGRATION WITH THE ENGINE'S ELECTRONIC ENGINE CONTROL MODULE (ECM) IF SO EQUIPPED. GENERATOR CONTROLLER'S THAT UTILIZE SEPARATE VOLTAGE REGULATORS AND SPEED GOVERNORS OR DO NOT PROVIDE SEAMLESS INTEGRATION WITH THE ENGINE MANAGEMENT SYSTEM ARE CONSIDERED LESS DESIRABLE.

1.3. COMMUNICATIONS SHALL BE SUPPORTED WITH BUILDING AUTOMATION VIA THE MODBUS PROTOCOL WITHOUT NETWORK CARDS.

OPTIONAL INTERNET AND INTRANET CONNECTIVITY SHALL BE AVAILABLE.

1.1. COMMUNICATIONS SHALL BE SUPPORTED WITH BUILDING AUTOMATION VIA THE MODBUS PROTOCOL WITHOUT NETWORK CARDS.

OPTIONAL INTERNET AND INTRANET CONNECTIVITY SHALL BE AVAILABLE.

1.2. THE CONTROL SYSTEM SHALL PROVIDE AN ENVIRONMENTALLY SEALED DESIGN INCLUDING ENCAPSULATED CIRCUIT BOARDS AND SEALED AUTOMOTIVE STYLE PLUGS FOR ALL SENSORS AND CIRCUIT BOARD CONNECTIONS. THE USE OF NON-ENCAPSULATED BOARDS, EDGE CARDS, AND PC RIBBON CABLE CONNECTIONS ARE CONSIDERED UNACCEPTABLE.

1.3. CIRCUIT BOARDS SHALL UTILIZE SURFACE MOUNT TECHNOLOGY TO PROVIDE VIBRATION DURABILITY. CIRCUIT BOARDS THAT UTILIZE LARGE CAPACITORS OR HEAT SINKS MUST UTILIZE ENCAPSULATION METHODS TO SECURELY SUPPORT THESE COMPONENTS.

1.4. A PREDICTIVE MAINTENANCE ALGORITHM THAT ALARMS WHEN MAINTENANCE IS REQUIRED. THE CONTROLLER SHALL HAVE THE CAPABILITY TO CALL OUT TO THE LOCAL SERVICING DEALER WHEN MAINTENANCE IS REQUIRED.

1.5. DIAGNOSTIC CAPABILITIES SHOULD INCLUDE TIME-STAMPED EVENT AND ALARM LOGS, ABILITY TO CAPTURE OPERATIONAL

PARAMETERS DURING EVENTS, SIMULTANEOUS MONITORING OF ALL INPUT OR OUTPUT PARAMETERS, CALLOUT CAPABILITIES, SUPPORT FOR MULTI-CHANNEL DIGITAL STRIP CHART FUNCTIONALITY AND .2 MSEC DATA LOGGING CAPABILITIES.

1.6. IN ADDITION TO STANDARD NFPA 110 ALARMS, THE APPLICATION LOADS SHOULD ALSO BE PROTECTED THROUGH INSTANTANEOUS AND STEADY STATE PROTECTIVE SETTINGS ON SYSTEM VOLTAGE, FREQUENCY, AND POWER LEVELS.

1.7. THE CONTROL SYSTEM SHALL PROVIDE PRE-WIRED CUSTOMER USE I/O: 4 RELAY OUTPUTS (USER DEFINABLE FUNCTIONS), COMMUNICATIONS SUPPORT VIA RS232, RS485, OR AN OPTIONAL MODEM. ADDITIONAL I/O MUST BE AN AVAILABLE OPTION.

1.8. CUSTOMER I/O SHALL BE SOFTWARE CONFIGURABLE PROVIDING FULL ACCESS TO ALL ALARM, EVENT, DATA LOGGING, AND SHUTDOWN FUNCTIONALITY. IN ADDITION, CUSTOM LADDER LOGIC FUNCTIONALITY INSIDE THE GENERATOR CONTROLLER SHALL BE SUPPORTED TO PROVIDE APPLICATION SUPPORT FLEXIBILITY. THE LADDER LOGIC FUNCTION SHALL HAVE ACCESS TO ALL THE CONTROLLER INPUTS AND CUSTOMER ASSIGNABLE OUTPUTS.

1.9. THE CONTROL PANEL WILL DISPLAY ALL USER PERTINENT UNIT PARAMETERS INCLUDING: ENGINE AND ALTERNATOR OPERATING CONDITIONS; OIL PRESSURE AND OPTIONAL OIL TEMPERATURE; COOLANT TEMPERATURE AND LEVEL ALARM; FUEL LEVEL (WHERE APPLICABLE); ENGINE SPEED; DC BATTERY VOLTAGE; RUN TIME HOURS; GENERATOR VOLTAGES, AMPS, FREQUENCY, KILOWATTS, AND POWER FACTOR; ALARM STATUS AND CURRENT ALARM(S) CONDITION PER NFPA 110 LEVEL 1.

1. ENGINE / ALTERNATOR PACKAGING

1.1. THE ENGINE/ALTERNATOR SHALL BE ISOLATED FROM THE GENERATOR FRAME WITH RUBBER ISOLATORS. THE PACKAGING SHALL NOT REQUIRE THE ADDITION OF EXTERNAL SPRING ISOLATORS.

1.2. THREETH A MAINLINE, THERMAL MAGNETIC CIRCUIT BREAKERS CARRYING THE UL MARK SHALL BE FACTORY INSTALLED. BREAKER SHALL 100% THERMAL MAGNETIC AND SHALL BE RATED AS FOLLOWS: ONE (1) - 400 AMP THE LINE SIDE CONNECTIONS ARE TO BE MADE AT THE FACTORY. OUTPUT LUGS SHALL BE PROVIDED FOR LOAD SIDE CONNECTIONS. [THE BREAKER IS TO INCLUDE AUXILIARY CONTACTS AND SHUNT TRIP FUNCTIONALITY.]

1.3. ENCLOSURE

1.3.1. THE GENSET SHALL BE PACKAGED WITH A LEVEL 2 SOUND ATTENUATED WEATHERPROOF ENCLOSURE.

1.3.1 THE ENCLOSURE SHALL BE MADE OF STEEL WITH A MINIMUM THICKNESS OF 14 GAUGE. THE ENCLOSURE IS TO HAVE HINGED, REMOVABLE DOORS TO ALLOW ACCESS TO THE ENGINE, ALTERNATOR AND CONTROL PANEL. THE HINGES SHALL ALLOW FOR DOOR FIT ADJUSTMENT. HINGES AND ALL EXPOSED FASTENERS WILL BE STAINLESS STEEL OR JS5000. THE USE OF POP-RIVETS WEAKENS THE PAINT SYSTEM AND NOT ALLOWED ON EXTERNAL PAINTED SURFACES. EACH DOOR WILL HAVE LOCKABLE HARDWARE WITH IDENTICAL KEYS.

1.3.2. THE ENCLOSURE SHALL BE COATED WITH ELECTROSTATIC APPLIED POWDER PAINT, BAKED AND FINISHED TO MANUFACTURER'S SPECIFICATIONS. THE COLOR WILL BE MANUFACTURER'S STANDARD.

1.3.3. THE ENCLOSURE SHALL UTILIZE AN UPWARD DISCHARGING RADIATOR HOOD. DUE TO CONCERNS RELATIVE TO RADIATOR

DAMAGE, CIRCULATING EXHAUST, AND PREVAILING WINDS, EQUIPMENT WITHOUT A RADIATOR DISCHARGE HOOD WILL NOT BE ACCEPTABLE.

1.3.4. THE GENSET SILENCER SHALL BE MOUNTED ON THE DISCHARGE HOOD OF THE ENCLOSURE. DUE TO ARCHITECTURAL CONCERNS, SILENCERS MOUNTED ON THE TOP OF THE GENERATOR ENCLOSURE ARE NOT ACCEPTABLE. GENSETS WITH

SILENCERS MOUNTED INSIDE THE MAIN GENERATOR COMPARTMENT ARE ACCEPTABLE ONLY IF THE SILENCER IS THERMALLY WRAPPED TO MINIMIZE HEAT STRESS ON THE SURROUNDING COMPONENTS.

1.4. SUB-BASE FUEL TANK

1.4.1. THE PACKAGING SHALL INCLUDE A DOUBLE WALL, SUB-BASE MOUNTED, UL142 LISTED FUEL TANK. THE TANK SHALL BE SIZED AT A MINIMUM OF 220 GALLONS TO PROVIDE 23 HOURS OF RUN TIME AT FULL LOAD OPERATION.

1.4.2. THE TANK SHALL INCLUDE FUEL SUCTION AND RETURN CONNECTIONS, NORMAL AND EMERGENCY VENTS, SECONDARY

CONTAINMENT EMERGENCY VENT AND RUPTURE BASIN SENSOR, MECHANICAL FUEL LEVEL INDICATION AND A STUB-UP AREA CONVENIENT FOR ELECTRICAL CONDUIT ENTRY.

1.4.3. THE FUEL TANK SHALL USE AN ELECTRIC FUEL SENSOR TO PROVIDE AN ANALOG INDICATION OF FUEL LEVEL. THE

CONTROLLER SHALL HAVE A WARNING INDICATION ON LOW FUEL LEVEL AND PROVIDE OPTIONAL SHUTDOWN FUNCTIONALITY FOR LOW, LOW FUEL LEVEL.

1.4.4. THE FUEL TANK SHALL HAVE A SLOPED TOP AND BOTTOM. THE SLOPED TOP ALLOWS WATER TO RUN OFF. THE SLOPED

BOTTOM ALLOWS THE WATER AND OTHER IMPURITIES IN THE FUEL TO COLLECT NEAR THE BACK OF THE TANK AWAY FROM THE FUEL SUCTION POINT.

1.4.5. THE FUEL TANK MUST BE SUPPLIED BY THE ENGINE-GENERATOR SET MANUFACTURER AND BE INSTALLED BEFORE SHIPMENT.

1.4.6. THE FUEL TANK SHALL INCLUDE A FUEL SPILL BOX WITH SPILL SENSOR, AUTOMATIC OVERFLOW FILL VALVE, AND THE NORMAL VENT ELEVATED 12 FEET ABOVE GRADE.

2.1.1. RETRANSFER THE LOAD TO THE LINE AFTER NORMAL POWER RESTORATION. A RETURN TO UTILITY TIMER, ADJUSTABLE FROM 1-30 MINUTES, SHALL DELAY THIS TRANSFER TO AVOID SHORT TERM NORMAL POWER RESTORATION.

2.1.2. THE OPERATING POWER FOR TRANSFER AND RETRANSFER SHALL BE OBTAINED FROM THE SOURCE TO WHICH THE LOAD IS BEING TRANSFERRED. CONTROLS SHALL PROVIDE AN AUTOMATIC RETRANSFER OF THE LOAD FROM EMERGENCY TO NORMAL IF THE EMERGENCY SOURCE FAILS WITH THE NORMAL SOURCE AVAILABLE.

2.1.3. SIGNAL THE ENGINE-GENERATOR TO STOP AFTER THE LOAD RETRANSFERS TO NORMAL. A SOLID STATE ENGINE COOL DOWN TIMER, ADJUSTABLE FROM 1-30 MINUTES, SHALL PERMIT THE ENGINE TO RUN UNLOADED TO COOLDOWN BEFORE SHUTDOWN. SHOULD THE UTILITY POWER FAIL DURING THIS TIME, THE SWITCH WILL IMMEDIATELY TRANSFER BACK TO THE GENERATOR.

2.1.4. PROVIDE AN ENGINE MINIMUM RUN TIMER, ADJUSTABLE FROM 5-30 MINUTES, TO ENSURE AN ADEQUATE ENGINE RUN PERIOD.

2.1.5. THE TRANSFER SWITCH SHALL HAVE A TIME DELAY NEUTRAL FEATURE TO PROVIDE A TIME DELAY, ADJUSTABLE FROM .1-10

SECONDS, DURING THE TRANSFER IN EITHER DIRECTION, DURING WHICH TIME THE LOAD IS ISOLATED FROM BOTH POWER SOURCES. THIS ALLOWS RESIDUAL VOLTAGE COMPONENTS OF MOTORS OR OTHER INDUCTIVE LOADS (SUCH AS TRANSFORMERS) TO DECAY BEFORE COMPLETING THE SWITCHING CYCLE. A SWITCH WILL BE PROVIDED TO BYPASS ALL TRANSITION FEATURES WHEN IMMEDIATE TRANSFER IS REQUIRED.

2.1.6. THE TRANSFER SWITCH SHALL HAVE AN IN PHASE MONITOR WHICH ALLOWS THE SWITCH TO TRANSFER BETWEEN LIVE SOURCES IF THEIR VOLTAGE WAVEFORMS BECOME SYNCHRONOUS WITHIN 20 ELECTRICAL DEGREES WITHIN 10 SECONDS OF TRANSFER INITIATION SIGNAL. A SWITCH MUST BE PROVIDED TO BYPASS THIS FEATURE IF NOT REQUIRED.

2.1.7. IF THE IN PHASE MONITOR WILL NOT ALLOW SUCH A TRANSFER, THE CONTROL MUST DEFAULT TO TIME DELAY NEUTRAL OPERATION. SWITCHES WITH IN PHASE MONITORS WHICH DO NOT DEFAULT TO TIME DELAY NEUTRAL OPERATION ARE NOT ACCEPTABLE.

2.1.15. PROVIDE MANUAL OPERATING HANDLE TO ALLOW FOR MANUAL TRANSFER. THIS HANDLE MUST BE MOUNTED INSIDE THE LOCKABLE ENCLOSURE SO ACCESSIBLE ONLY BY AUTHORIZED PERSONNEL.

2.1.16. PROVIDE A MAINTENANCE DISCONNECT SWITCH TO PREVENT LOAD TRANSFER AND AUTOMATIC ENGINE START WHILE PERFORMING MAINTENANCE. THIS SWITCH WILL ALSO BE USED FOR MANUAL TRANSFER SWITCH OPERATION.

2.1. MISCELLANEOUS TRANSFER SWITCH EQUIPMENT

2.1.1. THE TRANSFER SWITCH MECHANISM AND CONTROLS ARE TO BE MOUNTED IN A NEMA 3R ENCLOSURE.

2.1.3. THE FOLLOWING OPTIONS ARE TO BE PROVIDED BY THE TRANSFER SWITCH MANUFACTURER.

2.1.3.2. A SECOND SET OF DPDT(FORM C), 10 AMPERE, 250 VOLT AUXILIARY Contacts, operated by the transfer switch mechanism shall be installed.

7. ADDITIONAL PROJECT REQUIREMENTS

7.3. FACTORY TESTING

7.3.1. BEFORE SHIPMENT OF THE EQUIPMENT, THE ENGINE-GENERATOR SET SHALL BE TESTED UNDER RATED LOAD FOR PERFORMANCE AND PROPER FUNCTIONING OF CONTROL AND INTERFACING CIRCUITS. TESTS SHALL INCLUDE:

7.3.1.1. VERIFY VOLTAGE & FREQUENCY STABILITY.

7.3.1.2. VERIFY TRANSIENT VOLTAGE & FREQUENCY DIP RESPONSE.

7.3.1.3. LOAD TEST THE GENERATOR FOR 30 MINUTES.

7.3.1.4. LOAD TESTING TO BE PERFORMED AT RATED POWER FACTOR.

7.4. OWNER'S MANUALS

7.4.1. THREE (3) SETS OF OWNER'S MANUALS SPECIFIC TO THE PRODUCT SUPPLIED MUST ACCOMPANY DELIVERY OF THE EQUIPMENT. GENERAL OPERATING INSTRUCTION, PREVENTIVE MAINTENANCE, WIRING DIAGRAMS, SCHEMATICS AND PARTS EXPLODED VIEWS SPECIFIC TO THIS MODEL MUST BE INCLUDED.

7.5. INSTALLATION

7.5.1. CONTRACTOR SHALL INSTALL THE COMPLETE ELECTRICAL GENERATING SYSTEM INCLUDING ALL EXTERNAL FUEL

CONNECTIONS IN ACCORDANCE WITH REQUIREMENTS OF NEC, NFPA, AND THE MANUFACTURER'S RECOMMENDATIONS AS REVIEWED BY THE ENGINEER.

7.6. SERVICE

7.6.1. SUPPLIER OF THE GENSET AND ASSOCIATED ITEMS SHALL HAVE PERMANENT SERVICE FACILITIES IN THIS TRADE AREA.

THESE FACILITIES SHALL COMPRISE A PERMANENT FORCE OF FACTORY TRAINED SERVICE PERSONNEL ON 24 HOUR CALL,

EXPERIENCED IN SERVICING THIS TYPE OF EQUIPMENT, PROVIDING WARRANTY AND ROUTINE MAINTENANCE SERVICE TO AFFORD THE OWNER MAXIMUM PROTECTION. DELEGATION OF THIS SERVICE RESPONSIBILITY FOR ANY OF THE EQUIPMENT LISTED HEREIN WILL NOT BE CONSIDERED FULFILLMENT OF THESE SPECIFICATIONS. SERVICE CONTRACTS SHALL ALSO BE AVAILABLE.

7.7. WARRANTY

7.7.1. THE STANDBY ELECTRIC GENERATING SYSTEM COMPONENTS, COMPLETE GENSET AND INSTRUMENTATION PANEL SHALL BE WARRANTED BY THE MANUFACTURER AGAINST DEFECTIVE MATERIALS AND FACTORY WORKMANSHIP FOR A PERIOD OF FIVE (5) YEARS. SUCH DEFECTIVE PARTS SHALL BE REPAIRED OR REPLACED AT THE MANUFACTURER'S OPTION, FREE OF CHARGE FOR PARTS, LABOR AND TRAVEL. A 10 YEAR WARRANTY MUST ALSO BE AVAILABLE FOR OWNER CONSIDERATION.

7.7.2. THE WARRANTY PERIOD SHALL COMMENCE WHEN THE STANDBY POWER SYSTEM IS FIRST PLACED INTO SERVICE. MULTIPLE WARRANTIES FOR INDIVIDUAL COMPONENTS (ENGINE, ALTERNATOR, CONTROLS, ETC.) WILL NOT BE ACCEPTABLE. SATISFACTORY WARRANTY DOCUMENTS MUST BE PROVIDED. ALSO, IN THE JUDGMENT OF THE SPECIFYING AUTHORITY, THE MANUFACTURER

SUPPLYING THE WARRANTY FOR THE COMPLETE SYSTEM MUST HAVE THE NECESSARY FINANCIAL STRENGTH AND TECHNICAL EXPERTISE WITH ALL COMPONENTS SUPPLIED TO PROVIDE ADEQUATE WARRANTY SUPPORT.

7.8. STARTUP AND CHECKOUT

7.8.1. THE SUPPLIER OF THE ELECTRIC GENERATING PLANT AND ASSOCIATED ITEMS COVERED HEREIN SHALL PROVIDE FACTORY

TRAINED TECHNICIANS TO CHECKOUT THE COMPLETED INSTALLATION AND TO PERFORM AN INITIAL STARTUP INSPECTION TO INCLUDE:

7.8.1.1. ENSURING THE ENGINE STARTS (BOTH HOT AND COLD) WITHIN THE SPECIFIED TIME.

7.8.1.2. VERIFICATION OF ENGINE PARAMETERS WITHIN SPECIFICATION.

7.8.1.3. VERIFY NO LOAD FREQUENCY AND VOLTAGE, ADJUSTING IF REQUIRED.

7.8.1.4. TEST ALL AUTOMATIC SHUTDOWNS OF THE ENGINE-GENERATOR.

7.8.1.5. PERFORM A LOAD TEST OF THE ELECTRIC PLANT, ENSURING FULL LOAD FREQUENCY AND VOLTAGE ARE WITHIN SPECIFICATION BY USING BUILDING LOAD.

7.6.1.5. PERFORM A LOAD TEST FOR 1.5 HOURS USING BUILDING LOAD. IN ADDITION TO THE BUILDING LOAD TEST, LOAD THE GENERATOR AT 30% FOR 30 MINUTES, 50 % FOR 30 MINUTES, AND 100% FOR 60 MINUTES.

7.7. TRAINING

7.7.1. TRAINING IS TO BE SUPPLIED BY THE START-UP TECHNICIAN FOR THE END-USER DURING COMMISSIONING. THE TRAINING SHOULD COVER BASIC GENERATOR OPERATION AND COMMON GENERATOR ISSUES THAT CAN BE MANAGED BY THE END-USER.

AUTOMATIC TRANSFER SWITCH

2.1. GENERAL

2.1.1. THE AUTOMATIC TRANSFER SWITCH SHALL BE FURNISHED BY THE MANUFACTURER OF THE ENGINE-GENERATOR SET

SO AS TO MAINTAIN SYSTEM COMPATIBILITY AND LOCAL SERVICE RESPONSIBILITY FOR THE COMPLETE EMERGENCY POWER SYSTEM. IT SHALL BE LISTED BY UNDERWRITER'S LABORATORY, STANDARD 1008 WITH FUSE OR CIRCUIT BREAKER PROTECTION.

REPRESENTATIVE PRODUCTION SAMPLES OF THE TRANSFER SWITCH SUPPLIED SHALL HAVE DEMONSTRATED THROUGH TESTS THE ABILITY TO WITHSTAND AT LEAST 10,000 MECHANICAL OPERATION CYCLES. ONE OPERATION CYCLE IS THE ELECTRICALLY OPERATED TRANSFER FROM NORMAL TO EMERGENCY AND BACK TO NORMAL. WIRING MUST COMPLY WITH NEC TABLE 312.6. THE

MANUFACTURER SHALL FURNISH SCHEMATIC AND WIRING DIAGRAMS FOR THE PARTICULAR AUTOMATIC TRANSFER SWITCH AND A TYPICAL WIRING DIAGRAM FOR THE ENTIRE SYSTEM.

2.2. RATINGS & PERFORMANCE

2.2.1. THE MAIN AUTOMATIC TRANSFER SWITCH SHALL BE 3 POLES, 120/208 VOLTS, 400 AMPS. THE SWITCH SHALL BE RATED FOR CONTINUOUS OPERATION IN AMBIENT TEMPERATURES OF -20 DEGREES FAHRENHEIT (-30 DEGREES CELSIUS) TO +140 DEGREES FAHRENHEIT (+60 DEGREES CELSIUS). MAIN POWER SWITCH CONTACTS SHALL BE RATED FOR 600 V AC MINIMUM. THE TRANSFER SWITCH SUPPLIED SHALL HAVE A MINIMUM WITHSTAND AND CLOSING RATING WHEN FUSE PROTECTED OF 200,000 AMPERES. WHERE THE LINE SIDE OVER CURRENT PROTECTION IS PROVIDED BY CIRCUIT BREAKERS, THE SHORT CIRCUIT WITHSTAND AND CLOSING RATINGS SHALL BE 14,000 AMPERES RMS. THESE RMS SYMMETRICAL FAULT CURRENT RATINGS SHALL BE THE RATING LISTED IN THE UL LISTING OR COMPONENT RECOGNITION PROCEDURES FOR THE TRANSFER SWITCH. ALL

WITHSTAND TESTS SHALL BE PERFORMED WITH THE OVER CURRENT PROTECTIVE DEVICES LOCATED EXTERNAL TO THE TRANSFER SWITCH.

2.3. CONSTRUCTION

2.3.1. THE TRANSFER SWITCH SHALL BE DOUBLE THROW CONSTRUCTION, POSITIVELY ELECTRICALLY AND MECHANICALLY INTERLOCKED TO PREVENT SIMULTANEOUS CLOSING AND MECHANICALLY HELD IN BOTH NORMAL AND EMERGENCY POSITIONS.

INDEPENDENT BREAK BEFORE MAKE ACTION SHALL BE USED TO POSITIVELY PREVENT DANGEROUS SOURCE TO SOURCE CONNECTIONS. WHEN SWITCHING THE NEUTRAL, THIS ACTION PREVENTS THE OBJECTIONABLE GROUND CURRENTS AND NUISANCE GROUND FAULT TRIPPING THAT CAN RESULT FROM OVERLAPPING DESIGNS. THE TRANSFER SWITCH SHALL BE APPROVED FOR MANUAL OPERATION. THE ELECTRICAL OPERATING MEANS SHALL BE BY ELECTRIC SOLENOID. EVERY PORTION OF THE CONTACTOR IS TO BE POSITIVELY MECHANICALLY CONNECTED. NO CLUTCH OR FRICTION DRIVE MECHANISM IS ALLOWED, AND PARTS ARE TO BE KEPT TO A MINIMUM. THIS TRANSFER SWITCH SHALL NOT CONTAIN INTEGRAL OVER CURRENT DEVICES IN THE MAIN POWER CIRCUIT, INCLUDING MOLDED CASE CIRCUIT BREAKERS OR FUSES.

2.3.2. THE TRANSFER SWITCH ELECTRICAL ACTUATOR SHALL HAVE AN INDEPENDENT DISCONNECT MEANS TO DISABLE THE ELECTRICAL OPERATION DURING MANUAL SWITCHING. MAXIMUM ELECTRICAL TRANSFER TIME IN EITHER DIRECTION SHALL BE 160 MILLISECONDS, EXCLUSIVE OF TIME DELAYS. MAIN SWITCH CONTACTS SHALL BE HIGH PRESSURE SILVER ALLOY WITH ARC CHUTES TO RESIST BURNING AND PITTING FOR LONG LIFE OPERATION.

2.3.3. THE TRANSFER SWITCH ELECTRICAL ACTUATOR SHALL HAVE AN INDEPENDENT DISCONNECT MEANS TO DISABLE THE ELECTRICAL OPERATION DURING MANUAL SWITCHING. MAXIMUM ELECTRICAL TRANSFER TIME IN EITHER DIRECTION SHALL BE 160 MILLISECONDS, EXCLUSIVE OF TIME DELAYS. MAIN SWITCH CONTACTS SHALL BE HIGH PRESSURE SILVER ALLOY WITH ARC CHUTES AND SEPARATE ARCING CONTACTS TO RESIST BURNING AND PITTING FOR LONG LIFE OPERATION.

2.4. CONTROLS

2.4.1. ALL CONTROL EQUIPMENT SHALL BE MOUNTED ON THE INSIDE OF THE CABINET DOOR IN A METAL LOCKABLE ENCLOSURE WITH TRANSPARENT SAFETY SHIELD TO PROTECT ALL SOLID STATE CIRCUIT BOARDS. THIS WILL ALLOW FOR EASE OF SERVICE ACCESS WHEN MAIN CABINET LOCKABLE DOOR IS OPEN, BUT TO PREVENT ACCESS BY UNAUTHORIZED PERSONNEL.

CONTROL BOARDS SHALL HAVE INSTALLED COVER PLATES TO AVOID SHOCK HAZARD WHILE MAKING CONTROL ADJUSTMENTS. THE

SOLID STATE VOLTAGE SENSORS AND TIME DELAY MODULES SHALL BE PLUG-IN CIRCUIT BOARDS WITH SILVER OR GOLD CONTACTS FOR EASE OF SERVICE.

2.4.2. A SOLID STATE UNDER VOLTAGE SENSOR SHALL MONITOR ALL PHASES OF THE NORMAL SOURCE AND PROVIDE ADJUSTABLE RANGES FOR FIELD ADJUSTMENTS FOR SPECIFIC APPLICATION NEEDS. PICK-UP AND DROP-OUT SETTINGS SHALL BE ADJUSTABLE FROM A MINIMUM OF 70% TO A MAXIMUM OF 95% OF NOMINAL VOLTAGE. A UTILITY SENSING INTERFACE SHALL BE USED, STEPPING DOWN SYSTEM VOLTAGE OF 208/120 VAC 3 PHASE TO 24VAC, HELPING TO PROTECT THE PRINTED CIRCUIT BOARD FROM VOLTAGE SPIKES AND INCREASING PERSONNEL SAFETY WHEN TROUBLESHOOTING.

2.4.3. A SOLID STATE UNDER VOLTAGE SENSOR SHALL MONITOR ALL PHASES OF THE NORMAL SOURCE AND PROVIDE ADJUSTABLE RANGES FOR FIELD ADJUSTMENTS FOR SPECIFIC APPLICATION NEEDS. PICK-UP AND DROP-OUT SETTINGS SHALL BE ADJUSTABLE FROM A MINIMUM OF 70% TO A MAXIMUM OF 95% OF NOMINAL VOLTAGE. A UTILITY SENSING INTERFACE SHALL BE USED, STEPPING DOWN SYSTEM VOLTAGE OF 208/120 VAC 3 PHASE TO 24VAC, HELPING TO PROTECT THE PRINTED CIRCUIT BOARD FROM VOLTAGE SPIKES AND INCREASING PERSONNEL SAFETY WHEN TROUBLESHOOTING.

2.4.4. SIGNAL THE ENGINE-GENERATOR SET TO START IN THE EVENT OF A POWER INTERRUPTION. A SET OF CONTACTS SHALL CLOSE TO START THE ENGINE AND OPEN FOR ENGINE SHUTDOWN. A SOLID STATE TIME DELAY START, ADJUSTABLE, .1 TO 10 SECONDS, SHALL DELAY THIS SIGNAL TO AVOID NUISANCE START-UPS ON MOMENTARY VOLTAGE DIPS OR POWER OUTAGES.

2.4.5. TRANSFER THE LOAD TO THE ENGINE-GENERATOR SET AFTER IT REACHED PROPER VOLTAGE, ADJUSTABLE FROM 70-90% OF SYSTEM VOLTAGE, AND FREQUENCY, ADJUSTABLE FROM 80-90% OF SYSTEM FREQUENCY. A SOLID STATE TIME DELAY, ADJUSTABLE FROM 5 SECONDS TO 3 MINUTES, SHALL DELAY THIS TRANSFER TO ALLOW THE ENGINE-GENERATOR TO WARM-UP BEFORE APPLICATION OF LOAD. THERE SHALL BE A SWITCH TO BYPASS THIS WARM-UP TIMER WHEN IMMEDIATE TRANSFER IS REQUIRED.

J Electrical Engineering & Consulting CA
92346
[email protected]
909 864-0223
Fax 909 864-0280
Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 2889 CITY OF NORCO NEW PERMANENT EMERGENCY GENERATOR SYSTEM @ NORCO SENIOR CENTER 2690 CLARK AVE NORCO, CALIFORNIA

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.H.

To: Honorable Mayor and City Council Members
From: Amanda Hamilton, Facilities and Maintenance
Director
Prepared By: Amanda Hamilton, Facilities and Maintenance Director
Department: City Council
SUBJECT:

Acceptance of the Citywide Flooring Project as Complete (Project No. 54303.9) RECOMMENDATION:

Accept the Citywide Flooring Project as Complete and authorize the City Clerk to file a Notice of Completion with the County of Riverside.

SUMMARY:

The Citywide Flooring Project aimed to upgrade the flooring at Fire Station 57, the Senior Center Activity Room, and the Scout House, all of which are heavily used and were in need of new flooring. The project also included the installation of cove base, moisture barriers, and floor preparation. On April 3, 2024, the City Council approved extra funds to include replacing the flooring at the Heritage Room. This project highlights the City's commitment to maintaining and improving important community spaces, ensuring they remain functional and attractive for residents and visitors alike.

BACKGROUND:

The City Council approved a contract with Lawrence W. Rosine Co. on February 7, 2024, for the Citywide Flooring Project in the amount of $133,866. This project encompassed replacing flooring at Fire Station 57, Senior Center, and the Scout House.

The contract allowed the City Manager to approve change orders up to 10% of the original contract amount.

On April 3, 2024, an additional appropriation of $21,500 was approved by the City Council to include the Heritage Room in the project scope of work, bringing the total budget to $155,366 ($133,866 + $21,500). Lawrence W. Rosine Co. completed the project within the revised budget of $155,366, without requiring any change orders. This

successful execution ensured that all designated locations received new flooring as planned, meeting the project's scope and budget.

The Facilities Superintendent and Facilities and Maintenance Director has conducted a thorough inspection and confirmed that Lawrence W. Rosine Co. fully complied with the plans and specifications outlined in the contract documents.

Based on this inspection and compliance, City staff recommends that the City Council accept Lawrence W. Rosine Co. work as complete and authorize the City Clerk to proceed with recording the Notice of Completion with the County Recorder’s Office.

FISCAL IMPACT:

Not applicable for this item.

RELATIONSHIP TO STRATEGIC PLAN:

This item closely aligns with Strategic Directive No. 5 – Infrastructure and Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Lisette Free, Finance Director Approved by: Lori Sassoon, City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Citywide Flooring Project NOC Pictures

NOTICE OF COMPLETION
Citywide Flooring Project
(Project No. 54303.9)
HERITAGE ROOM – 3900 ACACIA AVE

ROSE M. ELDRIDGE SENIOR CENTER (ACTIVITY ROOM) - 2690

CLARK AVENUE

FIRE STATION 57 - 3367 CORYDON AVENUE
SCOUT HOUSE - 3939 CEDAR AVENUE

City Council

STAFF REPORT
Date: July 17, 2024 Agenda Item:

3.I.

To: Honorable Mayor and City Council Members
From: Amanda Hamilton, Facilities and Maintenance
Director
Prepared By: Amanda Hamilton, Facilities and Maintenance Director
Department: Facilities and Maintenance
SUBJECT:

Acceptance of Proposal and Award of Contract for the Pikes Peak Playground Replacement Project; Approve Project Plans
RECOMMENDATION:

Accept proposal and award the contract to PlayCore Wisconsin, Inc. dba GameTime C/O Great Western Recreation in the amount of $1,050,000 as submitted under the cooperative purchasing agreement with Omnia Partners (Contract # 2017001134); and authorize the City Manager to approve contract change orders up to 10% of the original contract and approve project plans for the installation of the playground structures.

SUMMARY:

The new play structures proposed for the Pikes Peak Park Playground will incorporate accessible designs to meet ADA standards. These upgrades are expected to significantly improve the quality of life for all community members by addressing the park's current ADA challenges and ensuring accessibility for residents of diverse needs.

Given that the current playground has reached the end of its useful life, replacement is essential.

BACKGROUND:

On May 15, 2024, the City Council approved Option 5 for the Pikes Peak Park Playground Replacement Project, marking a significant stride towards enhancing recreational opportunities for all residents. This decision reflects a strong commitment to inclusivity, age-appropriate design, and comprehensive ADA compliance throughout the playground's features. The selected design introduces distinct play areas tailored specifically for different age groups, children aged 2-5 years and 5-12 years.

Central to the design are iconic and inclusive structures such as a barn, tractor, and a miner's cottage playhouse. These elements are strategically placed to stimulate creativity and imaginative play among children of varying abilities. Interactive features such as a zipline, swings with shade covers, climbers, and themed play areas like a corn maze and orchard apple climber further enrich the playground experience, ensuring every child can engage fully regardless of their capabilities.

In adherence to ADA guidelines, the playground includes essential upgrades to guarantee accessibility for individuals with disabilities. This encompasses accessible pathways, inclusive play equipment such as adaptive swings and sensory elements, and safe surfacing materials designed to accommodate wheelchairs and mobility aids.

The project's commitment to inclusivity extends beyond physical accessibility to embrace social inclusion. Features like expression swings enable children of diverse abilities to play together, fostering a sense of community and belonging among Norco's residents. Beyond its functional benefits, the Pikes Peak Park Playground Replacement Project aims to elevate the park's status as a central community gathering place. This initiative underscores Norco's dedication to creating welcoming community spaces that celebrate diversity and enrich the lives of all residents.

In addition to its engaging and inclusive design, the new playground at Pikes Peak Park will also be designated as a National Demonstration Site, showcasing best practices in design and program elements. This prestigious designation ensures that our community not only enjoys a state-of-the-art recreational facility but also benefits from evidencebased research aimed at optimizing play and recreation experiences.

By aligning with National Demonstration Site criteria, the playground will implement scholarly best practices proven to enhance play and recreation environments. This approach includes leveraging data services and site-specific reports to demonstrate the positive impact on community health and wellness. The recognition as a National Demonstration Site underscores our commitment to excellence in community development, setting a benchmark for other parks and recreational spaces to follow.

On April 24, 2024, the Measure R Citizens' Oversight Committee reviewed and recommended the City Council to approve $830,000 from Measure R funds for the new playground at Pikes Peak Park. The City Council approved the project funding on June 19, 2024, as part of the City's Operating and Capital Improvement Budgets. Prior to this, the proposed playground structures were reviewed and approved by the Parks and Recreation Commission on April 8, 2024.

The playground replacement project would consist of a two phased approach, with the first phase being the purchase of materials and installation from GameTime, as an Omnia Partners Cooperative Purchasing Contract. Contract Number: 2017001134 was initially effective from July 1, 2017, through June 30, 2022, with an option for renewal for two additional two-year periods, extending potentially through June 30, 2026. It has been confirmed that this contract has been renewed through June 30, 2026, ensuring continued access to Omnia Partners' benefits and services for the participating organizations. This extension allows members to continue benefiting from aggregated purchasing power and favorable procurement terms facilitated by Omnia Partners.

The second phase of the playground replacement project will involve two key components: the demolition of the existing playground and the installation of the Playground in Progress (PIP) rubberized surfacing. This phase will proceed according

to public bid procedures under Community Development Block Grant (CDBG) funding guidelines. Currently, staff is in the final stages of preparing the Notice of Inviting Bids, which is scheduled for release in July. The phased construction schedule is as follows:

PHASE DESCRIPTION WEEKS TIMEFRAME
I Procurement & Manufacturing 12 7/17/24 -10/9/24
II Demo & Installation of Subbase 2 9/25/24 - 10/10/24
III Installation of Playground 3 10/10/24 - 10/31/24
IV Installation of PIP 2 11/1/24 - 11/15/24
GameTime is well-regarded in the playground installation industry with a strong track record spanning several years. They are known for their expertise in designing and installing playground equipment that prioritizes safety, durability, and fun. The company's extensive experience ensures that they understand the specific needs of different environments. It is recommended that the City Council approve the contract for the Pikes Peak Park Playground Replacement Project.

Furthermore, Government Code Section 830.6 stipulates that neither a public entity nor its employees bear liability for injuries arising from the approved plan or design of public property. This immunity applies when the plan or design has received prior approval from the relevant legislative or the discretionary authority or conforms to established standards. In light of this legal framework, it is recommended that the City Council approve the project plans for the Pikes Peak Park Playground Replacement Project.

FISCAL IMPACT:

The Pikes Peak Park Playground Replacement Project is approved as a Capital Improvement Project (CIP) in Fiscal Year 2024-25 in the amount of $1,727,000. Funds are available for the Pikes Peak Playground Replacement Project, Project No. 4407.8, and sufficient to fund the playground procurement and installation phase of the project.

The funding breakdown of the project is as follows:
 $266,000 grant funds have been added from CDBG funding  $620,000 parks development impact fees, and
 $830,000 Measure R funds
The estimated total project cost is $1,727,000 ($1,570,000 plus a 10% contingency) RELATIONSHIP TO STRATEGIC PLAN:

This item is consistent with Strategic Direction No. 5 Infrastructure and Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Lisette Free, Finance Director Approved by: Lori Sassoon, City Manager

Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Pikes Peak Park Playground Installation Contract
Pikes Peak Park Playground Project Plans
Extended OMNIA_GameTime Contract
OMNIA_Gametime_Contract_2017001134_103017

1 CONTRACT AGREEMENT

CITY OF NORCO

PIKES PEAK PARK PLAYGROUND PROCUREMENT & INSTALLATION

1. Parties and Date.

This Agreement is made and entered into this 17th day of July 2024 by and between the City of Norco, a municipal corporation of the State of California, located at 2870 Clark Avenue, Norco, California 92860, County of Riverside, State of California, (hereinafter referred to as “City”) and PlayCore Wisconsin, Inc. dba GameTime C/O Great Western Recreation, a corporation with its principal place of business at P.O. Box 680121 Fort Payne, AL 35967 (hereinafter referred to as “Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Agreement.

2. Recitals.

2.1 Contractor.

Contractor desires to perform and assume responsibility for the provisions of the Pikes Peak Park Playground Procurement & Installation Project on the terms and conditions set forth in this Agreement. Contractor represents that it is experienced in constructing playground structures for public clients, that it and its employees or subcontractors have all necessary licenses and permits to perform the Services in the State of California, and that is familiar with the plans of the City.

2.2 Project.

The City desires to engage the Contractor to render such services for the Pikes Peak Park Playground Procurement & Installation Project on (“Project”) as set forth in this Agreement.

3. Terms.

3.1 Scope of Services and Term.

3.1.1 General Scope of Services. The contractor promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to construct the improvements outlined by the Pikes Peak Park Playground Procurement & Installation Project. The Project is more particularly described in Exhibit A attached hereto and incorporated herein by reference. The Project shall be subject to, and performed in accordance with this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations.

2 3.1.2 Term. The terms of this Agreement shall begin at the Notice to Proceed and shall extend 95 working days. Contractor shall complete the Services within the term of this Agreement and shall meet any other established schedules and deadlines.

Phase Description of
Work
Weeks Timeframe
Phase I Procurement &
Manufacturing of
Materials
12 Weeks July 17, 2024 –
October 9, 2024
Phase II Demolition of
existing playground
and installation of
subbase (work
completed by
separate contractor)
2 Weeks September 25,
2024 – October 10,
2024
Phase III Installation of
Playground
3 Weeks October 10, 2024 –
October 31, 2024
Phase IV Installation of PIP 2 Weeks November 1, 2024
– November 15,
2024

3.2 Responsibilities of Contractor.

3.2.1 Control and Payment of Subordinates; Independent Contractor. The Project shall be constructed by Contractor or under its supervision. Contractor will determine the means, methods and details of constructing the Project subject to the requirements of this Agreement. City retains Contractor on an independent contractor basis and not as an employee. Any additional personnel constructing the Project under this Agreement on behalf of Contractor shall also not be employees of City and shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with the construction of the Project under this Agreement and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers’ compensation insurance.

3.2.2 Schedule of Services. Contractor shall construct the Project expeditiously, within the term of this Agreement, and in accordance with the Project timeframe set forth herein. Contractor represents that it has the professional and technical personnel required to construct the Project in conformance with such conditions. In order to facilitate Contractor’s conformance with the Project timeframe, City shall respond to Contractor’s Requests for Information in a timely manner. Upon request of City, Contractor shall provide a more detailed schedule of anticipated performance to meet the Project timeframe.

3 3.2.3 Conformance to Applicable Requirements. All work prepared by Contractor shall be subject to the approval of City.

3.2.4 City’s Representative. The City hereby designates the Director of Facilities and Maintenance, or her designee, to act as its representative for the performance of this Agreement (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Agreement. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee.

3.2.5 Contractor’s Representative. Contractor hereby designates Clint Whiteside, Director of Sales Administration – Game Time, or his designee, to act as its representative for the performance of this Agreement (“Contractor’s Representative”).

Contractor’s Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement. The Contractor’s Representative shall supervise and direct the Project, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Project under this Agreement.

3.2.6 Coordination of Project. Contractor agrees to work closely with City staff in the construction of the Project and shall be available to City’s staff, consultants and other staff at all reasonable times.

3.2.7 Standard of Care; Performance of Employees. Contractor shall construct the Project under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to construct the Project. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to construct the Project. Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to construct the Project, including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Contractor shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Contractor’s failure to comply with the standard of care provided for herein. Any employee of the Contractor or its subcontractors who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to construct the Project in a manner acceptable to the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed to perform any work on the Project.

3.2.7.1 Period of Performance and Liquidated Damages. Contractor shall perform and complete the Project under this Agreement within the term set forth in Section 3.1.2 above (“Term”). Contractor shall construct the Project in strict accordance with any timeframe provided herein, or which may be provided separately in writing to the Contractor. Contractor agrees that if the Project is not completed within the

4 aforementioned Term and/or pursuant to any such completion schedule or Project milestones developed pursuant to provisions of this Agreement, it is understood, acknowledged and agreed that the City will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum of $500.00 per working day:

3.2.8 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with the Project. If the Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. Contractor shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.2.9 Insurance.

Throughout the life of this Contract, Contractor shall pay for and maintain in full force and effect all policies of insurance required hereunder with an insurance company(ies) either (i) admitted by the California Insurance Commissioner to do business in the State of California and rated not less than "A- VII" in Best's Insurance Rating Guide, or (ii) as may be authorized in writing by City Manager or his/her designee at any time and in his/her sole discretion. The following policies of insurance are required:
(i) COMMERCIAL GENERAL LIABILITY insurance which shall be at least as broad as the most current version of Insurance Services Office (ISO) Commercial General Liability Coverage Form CG 00 01 and include insurance for “bodily injury,” “property damage” and “personal and advertising injury” with coverage for premises and operations (including the use of owned and non-owned equipment), products and completed operations, and contractual liability (including, without limitation, indemnity obligations under the Contract) with limits of liability of not less than the following:
$2,000,000 per occurrence for bodily injury and property damage $1,000,000 per occurrence for personal and advertising injury $2,000,000 aggregate for products and completed operations $4,000,000 general aggregate
(ii) COMMERCIAL AUTOMOBILE LIABILITY insurance which shall be at least as broad as the most current version of CNA 103809MT form (03/2022), and include coverage for all owned, hired, and non-owned automobiles or other licensed vehicles (Code 1 - Any Auto) with limits of liability of not less than $1,000,000 per accident for bodily injury and property damage. (iii) WORKERS' COMPENSATION insurance as required under the

5 California Labor Code.
(iv) EMPLOYERS’ LIABILITY insurance with limits of liability of not less than $1,000,000 each accident, $1,000,000 disease policy limit and $1,000,000 disease each employee.

In the event Contractor purchases an Umbrella or Excess insurance policy(ies) to meet the minimum limits of insurance set forth above, this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies).

Should this Contract involve any lead based, mold or asbestos environmental hazard, either the Automobile Liability insurance policy or the Contractors Pollution Liability insurance policy shall be endorsed to include Transportation Pollution Liability insurance covering materials to be transported by Contractor pursuant to the Contract.

In the event this Contract involves any lead-based environmental hazard (e.g., lead based paint), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for lead based environmental hazards. In the event this Contract involves any asbestos environmental hazard (e.g., asbestos remediation), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for asbestos environmental hazards. In the event this Contract involves any mold environmental hazard (e.g., mold remediation), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for mold environmental hazards and “microbial matter including mold” within the definition of “Pollution” under the policy.

Contractor shall be responsible for payment of any deductibles contained in any insurance policies required hereunder and Contractor shall also be responsible for payment of any self-insured retentions. Any deductibles or self-insured retentions must be declared to, and approved by, the City Manager or his/her designee in his/her sole discretion. At no time shall City be responsible for the payment of any deductibles or self-insured retentions.

All policies of insurance required hereunder shall be endorsed to provide that the coverage shall not be cancelled, non-renewed, reduced in coverage or in limits except after 30 calendar day written notice has been given to City. Upon issuance by the insurer, broker, or agent of a notice of cancellation, non-renewal, or reduction in coverage or in limits, Contractor shall furnish City with a new certificate and applicable endorsements for such policy(ies). In the event any policy is due to expire during the work to be performed for City, Contractor shall provide a new certificate, and applicable endorsements, evidencing renewal of such policy within ten (10) days following the expiration date of the expiring policy.

The General Liability and Automobile Liability insurance policies shall be written on an occurrence form. The Contractors Pollution Liability insurance policy shall be written on either an occurrence form, or a claims-made form. The General Liability (including ongoing operations and products/completed operations), and Automobile Liability insurance policies shall name City, its officers, officials, employees and agents as an additional insured. All such policies of insurance shall be endorsed so Contractor’s

6 insurance shall be primary, and no contribution shall be required of City, its officers, officials, employees and agents. Any Workers’ Compensation insurance policy shall contain a waiver of subrogation as to City, its officers, officials, employees and agents.

The coverage(s) shall contain no special limitations on the scope of protection afforded to City, its officers, officials, employees and agents. Should Contractor maintain insurance with broader coverage and/or limits of liability greater than those shown above, City requires and shall be entitled to the broader coverage and/or the higher limits of liability maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

Claims-Made Policies - If any coverage required is written on a claims-made coverage form:
(i) The retroactive date must be shown, and must be before the effective date of the Contract or the commencement of work by Contractor. (ii) Insurance must be maintained and evidence of insurance must be provided for at least 5 years after completion of the work or termination of the Contract, whichever first occurs.
(iii) If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the effective date of the Contract, or work commencement date, Contractor must purchase extended reporting period coverage for a minimum of 5 years after completion of the work or termination of the Contract, whichever first occurs. (iv) A copy of the claims reporting requirements must be submitted to City for review.
(v) These requirements shall survive expiration or termination of the Contract.

Contractor shall furnish City with all certificate(s) and applicable endorsements effecting coverage required hereunder. All certificates and applicable endorsements are to be received and approved by the City’s Risk Manager or his/her designee in his/her sole discretion prior to City’s execution of the Contract and before work commences. Upon request of City, Contractor shall immediately furnish City with a complete copy of any insurance policy required under this Contract, including all endorsements, with said copy certified by the underwriter to be a true and correct copy of the original policy. This requirement shall survive expiration or termination of this Contract.

If at any time during the life of the Contract or any extension, Contractor or any of its subcontractors fail to maintain any required insurance in full force and effect, all work under this Contract shall be discontinued immediately, and all payments due or that become due to Contractor shall be withheld until notice is received by City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to City. Any failure to maintain the required insurance shall be sufficient cause for City to terminate this Contract. No action

7 taken by City hereunder shall in any way relieve Contractor of its responsibilities under this Contract.

The fact that insurance is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this Contract. The duty to indemnify City shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Contractor, its principals, officers, agents, employees, persons under the supervision of Contractor, vendors, suppliers, invitees, consultants, sub-consultants, subcontractors, or anyone employed directly or indirectly by any of them.

In the event of a partial or total destruction by the perils insured against of any or all of the work and/or materials herein provided for at any time prior to the final completion of the Contract and the final acceptance by the City of the work or materials to be performed or supplied thereunder, the Contractor shall promptly reconstruct, repair, replace, or restore all work or materials so destroyed or injured at his/her sole cost and expense. Nothing herein provided for shall in any way excuse the Contractor or his/her insurance company from the obligation of furnishing all the required materials and completing the work in full compliance with the terms of the Contract.

If Contractor should subcontract all or any portion of the services to be performed under this Contract, Contractor shall require each subcontractor to provide insurance protection in favor of City, its officers, officials, employees and agents in accordance with the terms of each of the preceding paragraphs, except that the subcontractors' certificates and endorsements shall be on file with Contractor and City prior to the commencement of any work by the subcontractor.

3.2.10 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. In constructing the Project, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions as applicable shall include, but shall not be limited to: (A) adequate life protection and lifesaving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures.

3.2.11 Bonds.

3.2.11.1 Performance Bond. Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or

8 approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City.

3.2.11.2 Payment Bond. Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not-toexceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by City.

3.2.11.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the affected bond within 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this section are accepted by the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City.

To the extent available, the bonds shall further provide that no change or alteration of the Agreement (including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause.

3.2.11.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California admitted surety with a current A.M. Best’s rating no less than A: VIII and satisfactory to the City. If a California admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City.

3.3 Fees and Payments.

3.3.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all construction services rendered under this Agreement at the rates set forth in Exhibit B attached hereto and incorporated herein by reference.

Extra work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.3.2 Payment of Compensation. Contractor shall submit to City a monthly itemized statement which indicates work completed by Contractor. The statement shall describe the amount of Services and supplies provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement. City shall, within 45 days of receiving such statement, review the statement and pay all approved charges thereon.

9 3.3.3 Reimbursement for Expenses. Contractor shall not be reimbursed for any expenses unless authorized in writing by City.

3.3.4 Extra Work. At any time during the term of this Agreement, City may request that Contractor perform Extra Work. As used herein, “Extra Work” means any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement. City shall not hold Contractor responsible for unforeseen and undetected site conditions that warrant a change order, and they shall not unreasonably withhold approval of Contractor’s justifiable compensation claim. Contractor shall not perform, nor be compensated for, Extra Work without written authorization from City’s Representative.

3.3.5 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement.

Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

3.4 Accounting Records.

3.4.1 Maintenance and Inspection. Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Contractor shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

3.5 General Provisions.

3.5.1 Termination of Agreement.

3.5.1.1 Grounds for Termination. City may, by written notice to Contractor, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination, and specifying the

10 effective date thereof, at least seven (7) days before the effective date of such termination.

Upon termination, Contractor shall be compensated only for those services which have been adequately rendered to City, and Contractor shall be entitled to no further compensation. Contractor may not terminate this Agreement except for cause.

3.5.1.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Contractor to provide all finished or unfinished Documents and Data and other information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. The contractor shall be required to provide such document and other information within fifteen (15) days of the request.

3.5.1.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

3.5.2 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the follow address, or at such other address as the respective parties may provide in writing for this purpose:

Contractor:

GameTime C/O Great Western Recreation
P.O. Box 680121
Fort Payne, AL 35967
Attention: Clint Whiteside, Director of Sales Administration, GameTime
City:

City of Norco
2870 Clark Avenue
Norco, CA 92860
Attention: Director of Facilities and Maintenance
Such notice shall be deemed made when personally delivered or when mailed, forty-eight (48) hours after deposit in the US Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.5.3 Cooperation; Further Acts. The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement.

3.5.4 Attorney’s Fees. If either party commences an action against the other party, either legal, administrative, or otherwise, arising out of or in connection with this Agreement, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorney’s fees and all other costs of such action.

3.5.5 Indemnification. To the furthest extent allowed by law, including California Civil Code section 2782, Contractor shall indemnify, hold harmless and defend City and its officers, officials, employees, agents and volunteers from any and all loss,

11 liability, fines, penalties, forfeitures, costs and damages (whether in contract, tort or strict liability, including but not limited to personal injury, death at any time and property damage) incurred by City, Contractor or any other person, and from any and all claims, demands and actions in law or equity (including attorney's fees and litigation expenses), arising or alleged to have arisen directly or indirectly out of performance of this Agreement.

Contractor’s obligations under the preceding sentence shall apply regardless of whether City or any of its officers, officials, employees, agents or volunteers are passively negligent, but shall not apply to any loss, liability, fines, penalties, forfeitures, costs or damages caused by the active or sole negligence, or the willful misconduct, of City or any of its officers, officials, employees, agents or volunteers.

If Contractor should subcontract all or any portion of the work to be performed under this Agreement, Contractor shall require each subcontractor to indemnify, hold harmless and defend City and its officers, officials, employees, agents and volunteers in accordance with the terms of the preceding paragraph.

This section shall survive termination or expiration of this Agreement.

3.5.6 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both parties.

3.5.7 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Riverside County.

3.5.8 Time of Essence. Time is of the essence for each and every provision of this Agreement.

3.5.9 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project.

3.5.10 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties.

3.5.11 Assignment or Transfer. Contractor shall not assign, hypothecate or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer.

3.5.12 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be workdays (Monday through Friday, excluding holidays). All references to Contractor include all personnel, employees, agents, and subcontractors of Contractor, except as otherwise specified in this Agreement. All references to City include its elected officials,

12 officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content or intent of this Agreement.

3.5.13 Amendment; Modification. No supplement, modification or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties.

3.5.14 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel or otherwise.

3.5.15 No Third-Party Beneficiaries. There are no intended third-party beneficiaries of any right or obligation assumed by the Parties.

3.5.16 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

3.5.17 Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid, nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. Contractor further agrees to file, or shall cause its employees or subcontractors to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the Services. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

3.5.18 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer, and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall also comply with all relevant provisions of City’s Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted.

3.5.19 Labor Certification. By its signature hereunder, Contractor certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Workers’ Compensation or to undertake

13 self-insurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services.

3.5.20 Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement.

Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party.

3.5.21 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.

3.6 Subcontracting.

3.6.1 Prior Approval Required. Contractor shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement.

14 GameTime C/O Great Western Recreation:
*By:
________________________________________________
Signature
________________________________________________
Clint Whiteside, Director of Sales Administration – Game Time
OWNER: CITY OF NORCO, a municipal corporation
*By:
________________________________________________
Kevin Bash - Mayor
ATTEST:
________________________________________________
Dana Roa, City Clerk
APPROVED AS TO FORM:
________________________________________________
Harper & Burns, LLP, City Attorney

15 EXHIBIT A

PIKES PEAK PARK PLAYGROUND PROCUREMENT & INSTALLATION PROJECT The work to be done consists of the procurement and installation of the materials, equipment, tools, labor, and incidentals as required by the Specifications, and Contract Documents for the above stated project. The general items of work to be done hereunder consist of the procurement and installation of the GameTime Playground Structures as found in Exhibit B for the Pikes Peak Park Playground Replacement Project located at 97 Sixth Street, Norco, CA 92860.

16 EXHIBIT B
GameTime C/O Great Western Recreation Proposal Attached

Proposal for
City of Norco
Prepared by
06-06-2024
Job # 109184-01
Pike Peak Playground Option 5C
805-320-9007 | www.gwpark.com

City of Norco
Attn: Todd Shank
2870 Clark Avenue
Norco, CA 92860
Phone: 951-212-9427
[email protected]
Ship to Zip 92865
Qty Part # Description List $ Selling $ Ext. Selling $
Play Area
2-5 Area
1 RDU GameTime - Custom 2-5 Playground -
Reference Drawing 109184-01-Opt 5
$47,528.00 $39,483.00 $39,483.00
1 4956RP GameTime - Walkway W/ Wagon Facade $13,440.00 $13,440.00 $13,440.00 3 6296SP GameTime - Black Eyed Susan w/ X-Pod Steps $5,880.00 $5,880.00 $17,640.00 1 5178 GameTime - Welcome Sign (2-5) $748.00 $703.12 $703.12 2 39006 GameTime - Babble Flower $786.00 $660.24 $1,320.48 1 38007 GameTime - Honeycomb (3 Cell) $5,446.00 $4,574.64 $4,574.64 1 4082SP GameTime - Miner's Cottage Playhouse $13,860.00 $13,860.00 $13,860.00 1 6281I GameTime - Mule Spring Rider $1,410.00 $1,184.40 $1,184.40 1 3796SP GameTime - Cow Spring Rider $1,260.00 $1,260.00 $1,260.00 1 4261SP GameTime - Goat Spring Rider $1,260.00 $1,260.00 $1,260.00 2 4880 GameTime - Inground Mount For Spring Rider $165.00 $138.60 $277.20 5-12 Area
1 RDU GameTime - Custom 5-12 Inclusive PlaygroundReference Drawing 109184-01-Opt 5$401,228.00 $307,248.02 $307,248.02 1 6375 GameTime - Communication Board $2,619.00 $2,199.96 $2,199.96 16 6882SP GameTime - Cornstalk Topper $1,900.00 $1,900.00 $30,400.00 1 4935RP GameTime - Chicken Feed Bag Climber $2,900.00 $2,900.00 $2,900.00 1 6856RP GameTime - Bessie Head Climber $2,260.00 $2,260.00 $2,260.00 1 6857RP GameTime - Bessie Tail Climber $2,260.00 $2,260.00 $2,260.00 1 3885RP GameTime - Barn Roof $26,240.00 $26,240.00 $26,240.00 2 4114RP GameTime - Tall barn Panel w/ Window $2,172.00 $2,172.00 $4,344.00 3 4990RP GameTime - Silo Roof w/ Extension $5,956.00 $5,956.00 $17,868.00 1 4323RP GameTime - Playful Owl Panel $1,060.00 $1,060.00 $1,060.00 1 6755RP GameTime - Accessible Tractor Climber $24,780.00 $24,780.00 $24,780.00 1 5179 GameTime - Welcome Sign (5-12) $748.00 $703.12 $703.12 1 14927 GameTime - NDS Play On Sign Package
GameTime C/O Great Western Recreation
P.O. Box 680121
Fort Payne, AL 35967
Office: 435-245-5055 Fax: 435-245-5057
www.gwpark.com
06/06/2024
Quote #
109184-01-12
Pikes Peak Park Playground Option 5C

Qty Part # Description List $ Selling $ Ext. Selling $
1 14928 GameTime - NDS Inclusive Play Sign Package
Freestanding Equipment
1 6243 GameTime - Tri Runner $19,291.00 $16,204.44 $16,204.44 1 5551SP GameTime - Orchard Apple Climber $11,020.00 $11,020.00 $11,020.00 1 6350SP GameTime - Sky Run Zip Line, 75' $25,040.00 $25,040.00 $25,040.00 1 6263 GameTime - Inclusive Whirl - Natural $18,633.00 $18,074.01 $18,074.01 1 FWR-T-IG Freenotes Harmony - Turquoise Flower - With Inground Mount Kit $1,499.00 $1,424.05 $1,424.05 1 FWR-O-IG Freenotes Harmony - Orange Flower - With Inground Mount Kit $1,499.00 $1,424.05 $1,424.05 1 MUSHROOM ENSEMBLE IG Freenotes Harmony - Freenotes Mushroom Inground Ensemble $7,349.00 $6,981.55 $6,981.55 Site Amenities
2 28028 GT-Site - Sway Bench $2,321.00 $2,251.37 $4,502.74 Swing Area
1 12317 GameTime - Panel Attachment Package
2 18689 GameTime - Hand Cycler $1,073.00 $815.48 $1,630.96 1 G12009 GameTime - 3 1/2"Uprt Ass'Y Galv 6' $279.00 $212.04 $212.04 2 Bay Swing Set
1 5145 GameTime - Expression Swing 5" X 8' $1,949.00 $1,637.16 $1,637.16 1 5166 GameTime - Expression Swing w Adaptive Seat 5" $2,927.00 $2,458.68 $2,458.68 1 5173 GameTime - Adaptive Swing w/Rung Belt $273.00 $229.32 $229.32 1 5918SP GameTime - Disc Swing Add A Bay $11,900.00 $11,900.00 $11,900.00 1 2983SP GameTime - 2-Place Swing End Bay, 8' $2,200.00 $2,200.00 $2,200.00 6 6859SP GameTime - Watering Boom Swing Panels -
Must be field drilled
$560.00 $560.00 $3,360.00
3 Bay Swing with Shade
6 8918 GameTime - Belt Seat Pkg 5"Od(8918) $388.00 $325.92 $1,955.52 1 5193 GT-Shade - Triple Bay Swing Shade $16,824.00 $16,319.28 $16,319.28 4 6859SP GameTime - Watering Boom Swing Panels $560.00 $560.00 $2,240.00 1 INSTALL Install - Mobilize Equipment and Materials -
Prevailing Wages
$1,945.00 $1,945.00 $1,945.00
1 INSTALL Install - Installation Only of GAmeTime Play Equipment - Prevailing Wages
Reference Drawing 109184-01-Opt 5
$299,225.00 $299,225.00 $299,225.00
1 PPBOND GameTime - Payment and Performance Bond $15,770.00 $15,770.00 $15,770.00 Contract: OMNIA #2017001134 Sub Total $963,019.74
Freight $28,962.03
Tax $56,531.98
GameTime C/O Great Western Recreation
P.O. Box 680121
Fort Payne, AL 35967
Office: 435-245-5055 Fax: 435-245-5057
www.gwpark.com
06/06/2024
Quote #
109184-01-12
Pikes Peak Park Playground Option 5C

Qty Part # Description List $ Selling $ Ext. Selling $
Total $1,048,513.75
Comments
Your Sales Rep is Myles Harvey. Please reach out to Myles at 805-320-9007 if you should have any questions regarding this quote.

Due to the volatility of freight costs, the freight pricing is subject to change at the time of order.

Pricing is subject to change. Request updated pricing when purchasing from quotes more than 30 days old.

Shipping to Installer:
2163 N Glasswell St
Orange, CA 92865
Site Address:
97 Sixth Street
Norco, CA 92860
*Freight charges are based on listed zip code and are subject to change if shipping information changes. *Deposit may be required.

Prevailing Wages
OMNIA # 4001729
GameTime C/O Great Western Recreation
P.O. Box 680121
Fort Payne, AL 35967
Office: 435-245-5055 Fax: 435-245-5057
www.gwpark.com
06/06/2024
Quote #
109184-01-12
Pikes Peak Park Playground Option 5C

Remit Payment to:

GameTime
P.O. Box 680121
Fort Payne, AL 35968
Taxes:

All applicable taxes will be added at time of invoicing unless otherwise included or a tax-exempt certificate is provided.

If sales tax exempt, you must provide a copy of certificate to be considered exempt.

Prices:

FOB Factory.

Orders:

All orders shall be in writing by purchase order, contract, or similar document made out to PlayCore Wisconsin Inc., dba GameTime.

Standard GameTime equipment orders over $100,000 may require a deposit of 25% at the time of order and an additional 25% at or before order ships Standard orders with equipment, installation and surfacing are requested to be split billed.

Equipment, Taxes & Freight as noted above
Installation and Surfacing billed as completed and Due Upon Receipt.

Terms:

Cash With Order Discount (CWO): Orders for GameTime equipment paid in full at time of order via check, Electronic Funds Transfer (ACH or wire) are eligible for a three percent (3%) cash with order discount.

Payment via credit card:  If you elect to pay by credit card, GameTime charges a 2.50% processing fee that is assessed on the amount of your payment.  This fee is shown as a separate line item and included in the total amount charged to your credit card.  You have the option to pay by check, ACH or Wire without any additional fees.

Credit terms are Net 30 days, subject to approval by the GameTime Credit Manager. A completed credit application must be submitted and approved prior to the order being received. Please allow at minimum 2 days for the credit review process. GameTime may also require:

Completed Project Information Sheet (if applicable)
Copies of Payment and Performance Bonds (if applicable) A 1.5% per month finance charge will be imposed on all past due invoices.

Retainage not accepted.

Orders under $5,000 require payment with order.

SkyRun Zip Line:

The SkyRun Zip Line by GameTime has proven to be an extremely popular element in many playgrounds. In anticipation of its popularity, we require all owners/potential owners to be made aware of the recommended inspection schedule. We recommend monthly inspections to determine if the cables are showing any wear or if they need to be tightened to the original specified height above the surfacing. By signing below, you acknowledge the awareness of the inspection recommendations. Inspection Recommendations are included in your Installation Manual. ________________________________________ Print Name
________________________________________ Date
________________________________________ Signature
DIR# 1000015526 CSLB#855664
GameTime C/O Great Western Recreation
P.O. Box 680121
Fort Payne, AL 35967
Office: 435-245-5055 Fax: 435-245-5057
www.gwpark.com
06/06/2024
Quote #
109184-01-12
Pikes Peak Park Playground Option 5C

INSTALLATION CONDITIONS:

ACCESS: Site should be clear, level and allow for unrestricted access of trucks and machinery.

STORAGE: Customer is responsible for providing a secure location to off-load and store the equipment during the installation process. Once equipment has delivered to the site, the owner is responsible should theft or vandalism occur unless other arrangements are made and noted on the quotation.

FOOTER EXCAVATION: Installation pricing is based on footer excavation through earth/soil only. Customer shall be responsible for unknown conditions such as buried utilities (public & private), tree stumps, rock, or any concealed materials or conditions that may result in additional labor or materials cost.

UTILITIES: Owner is responsible for locating any private utilities.

ADDITIONAL COSTS: Pricing is based on a single mobilization for installation unless otherwise noted. Price includes ONLY what is stated in this quotation. If additional site work or specialized equipment is required, pricing is subject to change.

ACCEPTANCE OF QUOTATION:

Acceptance of this proposal indicates your agreement to the terms and conditions stated herein.

Purchase Amount: $1,048,513.75 Date: _______________________________ ________________________________________________________________ Signature
Please fill out this ORDER FORM, this is required to process the order.

GameTime C/O Great Western Recreation
P.O. Box 680121
Fort Payne, AL 35967
Office: 435-245-5055 Fax: 435-245-5057
www.gwpark.com
06/06/2024
Quote #
109184-01-12
Pikes Peak Park Playground Option 5C

S-1 Knapp & Associates, Inc. Tel. (909) 889-0115 San Bernardino, CA. 92401 408 South Stoddard Avenue E-Mail ([email protected]) www.knappassociatesinc.com Footing Schedule: - 18" Dia. x 2'-6" Deep - 24" Dia. x 2'-6" Deep - 4'-0" Sq. x 4'-6" Deep

Knapp & Associates, Inc. Tel. (909) 889-0115 San Bernardino, CA. 92401 408 South Stoddard Avenue E-Mail ([email protected]) www.knappassociatesinc.com Footing Schedule: - 18" Dia. x 2'-6" Deep - 14" Dia. x 2'-6" Deep - 24" Dia. x 2'-6" Deep - 24" Dia. x 3'-6" Deep - 18" Dia. x 3'-6" Deep NOTE:PLEASE REFER TO EQUIPMENT INSTALLATION SHEETSFOR CONCRETE REQUIREMENTS ON NON-LETTEREDHOLES. ALL EQUIPMENT SHALL BE INSTALLED PER THE EQUIPMENT MANUFACTURER INSTRUCTION. REFER TO MANUFACTURER DATA SHEET FOR DIMENSIONS. S-2

Knapp & Associates, Inc.
408 South Stoddard Ave., San Bernardino Ca. 92401
Phone: (909) 889-0115 Fax: (909) 889-0455 E-mail: [email protected] Date:

June 18, 2024
Prepared By:

HL

Structural Calculations

for

PIKES PEAK PLAYGROUND
Norco, CA

ASCE Hazards Report
Address:

Pikes Peak Dr
Norco, California
92860
Standard: ASCE/SEI 7-22 Latitude: 33.93961
Risk Category: II Longitude: -117.520578
Soil Class: Default Elevation: 840.2211415589917 ft
(NAVD 88)
Wind
Results:

Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 77 Vmph
100-year MRI 82 Vmph
300-year MRI 89 Vmph
700-year MRI 95 Vmph
1,700-year MRI 102 Vmph
3,000-year MRI 106 Vmph
10,000-year MRI 115 Vmph
100,000-year MRI 133 Vmph
1,000,000-year MRI 151 Vmph
Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Jun 13 2024
https://ascehazardtool.org/ Page 1 of 5 Thu Jun 13 2024

PGA M : 0.62
SMS : 1.7
SM1 : 1.39
SDS : 1.14
SD1 : 0.93
TL : 8
SS : 1.55
S1 : 0.58
VS30 : 260
Seismic Design Category: D
Multi-Period Design Spectrum
S (g) vs T(s) a
Multi-Period MCE Spectrum R
S (g) vs T(s) a
Two-Period Design Spectrum
S (g) vs T(s) a
Two-Period MCE Spectrum R
S (g) vs T(s) a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.

MCE Vertical Response Spectrum R
Vertical ground motion data has not yet been made
available by USGS.

Seismic
Site Soil Class: Default
Results:
https://ascehazardtool.org/ Page 3 of 5 Thu Jun 13 2024

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) § 15.4 Structural Design Requirement
Site Class =
Ie =
Ss = SDS = 2/3 x SMS =
S1 = SD1 = 2/3 x SM1 =
SMS =
SM1 =
R = (Amusement Structures) hn = ft
Ωo = Ct =
Cd = x =
TL = sec T = Ct(hn)
x
= sec.

Cs= SDS/(R/I) = Equation 12.8-3
Cs max=SD1/T*(R/I) = Equation 12.8-4
CS min=0.044SDSI = > Equation 15.4-1
CS min=0.8S1/(R/I) = Equation 15.4-2
Seismic Base Shear,
V = = W Equation 12.8-1 (STRENGTH)
V = x = W (ASD)
ADA Decks & Platform Dead Load -Product weight
WD = lbs
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
50 450 500

0.708 50 450 25.00% 147.92
50 3 150
3 150 450

0.708

0.7 0.708 0.496

0.062

0.290

1.133

0.927

0.708

7.554
6 0.020

0.75 8.0 0.08
D

0.03 2.00
HL
06/17/24

1.550

1.25 0.580

2.00 1.70
2 1.39

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) Fun Seat Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
Hex Pod Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
175
HL
06/17/24
25 150 25.00%
25 150
25 1 150
1 150 150

51.67 55.21
20 1 150
150
20 150 170

0.708 20 150 25.00%
1 150

0.708

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) Loop Ladder Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
Vine Climber Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
HL
06/17/24
4 150 600
25 1
100
4 150
100 600 700

0.708 100 600 25.00% 220.83
150
1 150 150

0.708 25 150 25.00% 55.21
25 150 175

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) Ladder Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
Cargo Net Wall Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
HL
06/17/24
2 150 300
100
3 100
2 150
100 300 400

0.708 100 300 25.00% 145.83
150
3 150 450

0.708 100 450 25.00% 183.33
100 450 550

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) Slide Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
Circle Climb Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
HL
06/17/24
2 150 300
100
3 200
2 150
200 300 500

0.708 200 300 25.00% 216.67
150
3 150 450

0.708 100 450 25.00% 183.33
100 450 550

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) Steel Walkway Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
Shade Swing Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Assume Velocity, V = ft/sec
m = / = , r = , Angle = degree
F = + (m x V^2/r) = lbs
Fh = cos45 x = lbs
Horizontal Force
V = 0.708 300 600 25.00% 362.50 * + * = + 253.307 = 615.81 lbs 358.2 253.307
200
4 150
5 300 358.23
600 32.2 18.63 8 45
200 600 800
300
4 HL
06/17/24
4 150 600

0.708 200 600 25.00% 291.67
150
4 150 600

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) Transfer Platform Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
Stepped Platform Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Total apply vertical applied loads = + = lbs
Horizontal Force
V = * + * = lbs
HL
06/17/24
3 150 450
100
2 200
3 150
200 450 650

0.708 200 450 25.00% 254.17
150
2 150 300

0.708 100 300 25.00% 145.83
100 300 400

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

SEISMIC DESIGN REQUIREMENTS ON NON-BUILDING STRUCTURE (ASCE 7-22) ShadowPlay Trirunner Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Assume Velocity, V = ft/sec
m = / = , r = , Angle = degree
F = + (m x V^2/r) = lbs
Fh = cos45 x = lbs
Horizontal Force
V = * + * = + = lbs
ADA Powerscape Swing Dead Load -Product weight
WD = lbs (Assume)
Live Load
Assume people for maximum capacity and each person weight lbs WL = * = lbs
Assume Velocity, V = ft/sec
m = / = , r = , Angle = degree
F = + (m x V^2/r) = lbs
Fh = cos45 x = lbs
Horizontal Force
V = 0.000 2 300 25.00% 75.00 * + * = + 232.719 = 307.72 lbs 45 300 329.115
329.1 232.719
5 300 32.2 9.32 8
100
2 150
2 150 300
250
HL
06/18/24
45 300 343.672
3 150
3 150 450
5 0.708 3 450 25.00%
450 32.2 13.98 8
114.63 243.013 357.64
343.7 243.013

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

Lateral Seismic Analysis for Communication Panel
SDS =
ap = ( From ASCE7-22 Table 13.5-1 )
R = ( From ASCE7-22 Table 15.4-1 )
CAR = ( From ASCE7-22 Table 13.5-1 )
Rp0 = ( From ASCE7-22 Table 13.5-1 )
Ω = ( From ASCE7-22 Table 13.5-1 )
Ip = ( From ASCE7-22 Section 13.1.3 )
z = ft
h = ft
Wp = lbs (Assume)
= lbs ( ASCE7-22 Eq. 13.3-1 )
= lbs ( ASCE7-22 Eq. 13.3-2 )
= lbs ( ASCE7-22 Eq. 13.3-3 )
= ( ASCE7-22 Eq. 13.3-5 )
= ( ASCE7-22 Eq. 13.3-6 )
Lateral Seismic Forse, Fp = lbs or = 0.7Fp = (ASD)
Lateral Wind Analysis
Kz = ( From ASCE7-22 Table 26.10-1 ) ft ft
Kzt = ( From ASCE7-22 Section 26.8-1 )
Kd = ( From ASCE7-22 Table 26.6-1 ) ft
V = ( From ASCE Design Hazards Reports )
Ke
= ( From ASCE7-22 Table 26.9-1 )
= psf ( ASCE7-22 Eq. 26.10-1 )
G = ( From ASCE7-22 Section 26.11.1 )
Cf = ( From ASCE7-22 Figure 29.3-1 )
As = * = ft2
= lbs ( ASCE7-22 Eq. 29.3-1 )
Since Seismic Force = < Wind Force

1.140
46 2.5'

19.6 3.75
19 1.74

0.85 1.0

1.5 HL
06/18/24

0.85 1.0
95 0.0

1.0 Elevation View

4.83 3

2.50 Wind Govern
93 19 93

1.5'

1.0 0.85
13 1.00

0.89 1.25

2.2 25

18.8627
9 1.0

1.75
 = 0.00256  

 =
 
 = 0.4




 !

"
($%&) = 1.6

($)*) = 0.3


 = 1 + 2.5
-
ℎ

= 1.1
/ 
Ω1
2/

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

WIND LOAD: (MWFRS - DIRECTIONAL PROCEDURE - PART 1 - ASCE 7-22) 4 bay Swing Shade (Worse Case) Footing
Risk Category = Table 1604.5-CBC 2022
Basic Wind Speed, V = mph
Wind Directionality Factor, Kd = Table 26.6-1
Exposure Category = § 26.7
Topographic Factor, Kzt = § 26.8
Ground Elevation Factor, Ke = § 26.9
Gust-effect Factor, G = § 26.11
Enclosure Type = Open § 26.12
Internal Pressure Coefficient, GCpi = Table 26.13-1
Mean Roof Height = ft
Velocity Pressure Coefficient, Kz = Table 26.10-1
Velocity Pressure
qz = 0.00256KzKztKdKeV
2 = psf Eq. 26.10-1
Wind Pressure
P = qhGCN Eq. 27.3-2
Fig. 27.3-5
θ = ◦
Windward Roof Surface Area = ft x ft / 2 = ft2
Leeward Roof Surface Area = ft x ft / 2 = ft2
Total Roof Area = ft x ft = ft2
Horizontal Wind Pressure
PHoriz = psf x sin ◦ = psf
PHoriz = psf x sin ◦ = psf
Horizontal Wind Load
WHoriz = psf x ft2 = lb
WHoriz = psf x ft2 = lb
= lb
Vertical(Uplift) Wind Pressure
PUplift = psf x cos ◦ = psf
PUplift = 12.77 psf x cos 27 ◦ = 11.4 psf

4.26 27 1.93

1.93 393 759

8.37 393 3291
393

15.5 7.75 393

12.0 12.0 787

1.42 27 1.26
4050
95 18.45 27 8.37

15.5 7.75
Total (psf)

22.70 -14.19

18.45 -1.42 -0.90
HL
06/18/24
II
27 0.85

16.69 0.85
C
1 0.85
0 15
CNL

0.3 1
Load Case
A
B
CNW

1.3 -0.10
P (psf) P (psf)

4.26 -12.77

Pikes Peak Playground By:

Date:

Norco, CA Proj #
Sheet:

WIND LOAD: (MWFRS - DIRECTIONAL PROCEDURE - PART 1 - ASCE 7-22) 4 bay Swing Shade (Worse Case) Footing
HL
06/18/24
Vertical(Uplift) Wind Load
WUplift = psf x ft2 = lb
WUplift = psf x ft2 = lb
= lb
Uplift Wind Load Check
WUplift = x = lb
Concrete Footing ft S.Q. x ft Deep
Resisting Load = x A x h x w
= lb , OK
4975

11.38 394 4477

1.26 394 497

4.0 4.50

0.6 5089

0.6 4975 2985

Pole Footing Embedded in Soil
LIC# : KW-06013896, Build:20.24.06.04 KNAPP & ASSOCIATES (c) ENERCALC INC 1983-2023 DESCRIPTION: Communication Panel
Project File: FTG.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Circular

14.0 200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +0.60W
Lateral Load 0.05580
Moment 0.2093 k-ft
Minimum Required Depth 2.250 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 145.518 psf
Allowable 146.589 psf
Controlling Values
Footing Base Area 1.069 ft^2
Maximum Soil Pressure 0.0 ksf
k
k
k
k
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.0930

3.750
k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)

0.000 0.000 0.13 0.0 0.0 1.000
+0.60W 0.056 0.209 2.25 145.5 146.6 1.000
+0.450W 0.042 0.157 2.00 131.1 131.3 1.000

Pole Footing Embedded in Soil
LIC# : KW-06013896, Build:20.24.06.04 KNAPP & ASSOCIATES (c) ENERCALC INC 1983-2023 DESCRIPTION: Decks & Platforms
Project File: FTG.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Circular

18.0 200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +0.60W
Lateral Load 0.02220
Moment 0.06660 k-ft
Minimum Required Depth 1.375 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 88.763 psf
Allowable 89.422 psf
Controlling Values
Footing Base Area 1.767 ft^2
Maximum Soil Pressure 0.0 ksf
k
k
k
k
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.0370

3.0 k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)

0.000 0.000 0.13 0.0 0.0 1.000
+0.60W 0.022 0.067 1.38 88.8 89.4 1.000
+0.450W 0.017 0.050 1.25 79.8 80.5 1.000

Pole Footing Embedded in Soil
LIC# : KW-06013896, Build:20.24.06.04 KNAPP & ASSOCIATES (c) ENERCALC INC 1983-2023 DESCRIPTION: Fun Seat
Project File: FTG.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Circular

18.0 200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +0.60W
Lateral Load 0.05280
Moment 0.1584 k-ft
Minimum Required Depth 1.875 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 122.856 psf
Allowable 123.557 psf
Controlling Values
Footing Base Area 1.767 ft^2
Maximum Soil Pressure 0.0 ksf
k
k
k
k
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.0880

3.0 k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)

0.000 0.000 0.13 0.0 0.0 1.000
+0.60W 0.053 0.158 1.88 122.9 123.6 1.000
+0.450W 0.040 0.119 1.75 109.8 111.1 1.000

Pole Footing Embedded in Soil
LIC# : KW-06013896, Build:20.24.06.04 KNAPP & ASSOCIATES (c) ENERCALC INC 1983-2023 DESCRIPTION: Hex Pod
Project File: FTG.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Circular

18.0 200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +0.60W
Lateral Load 0.03120
Moment 0.09360 k-ft
Minimum Required Depth 1.625 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 100.345 psf
Allowable 101.671 psf
Controlling Values
Footing Base Area 1.767 ft^2
Maximum Soil Pressure 0.0 ksf
k
k
k
k
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.0520

3.0 k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)

0.000 0.000 0.13 0.0 0.0 1.000
+0.60W 0.031 0.094 1.63 100.3 101.7 1.000
+0.450W 0.023 0.070 1.38 90.2 91.3 1.000

Pole Footing Embedded in Soil
LIC# : KW-06013896, Build:20.24.06.04 KNAPP & ASSOCIATES (c) ENERCALC INC 1983-2023 DESCRIPTION: Loop Ladder
Project File: FTG.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Circular

18.0 200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +0.60W
Lateral Load 0.03360
Moment 0.1008 k-ft
Minimum Required Depth 1.625 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 103.213 psf
Allowable 104.491 psf
Controlling Values
Footing Base Area 1.767 ft^2
Maximum Soil Pressure 0.0 ksf
k
k
k
k
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.0560

3.0 k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)

0.000 0.000 0.13 0.0 0.0 1.000
+0.60W 0.034 0.101 1.63 103.2 104.5 1.000
+0.450W 0.025 0.076 1.50 92.8 93.8 1.000

Pole Footing Embedded in Soil
LIC# : KW-06013896, Build:20.24.06.04 KNAPP & ASSOCIATES (c) ENERCALC INC 1983-2023 DESCRIPTION: Vine Climber
Project File: FTG.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Circular

18.0 200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +0.60W
Lateral Load 0.03360
Moment 0.1680 k-ft
Minimum Required Depth 1.875 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 118.043 psf
Allowable 119.562 psf
Controlling Values
Footing Base Area 1.767 ft^2
Maximum Soil Pressure 0.0 ksf
k
k
k
k
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.0560

5.0 k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)

0.000 0.000 0.13 0.0 0.0 1.000
+0.60W 0.034 0.168 1.88 118.0 119.6 1.000
+0.450W 0.025 0.126 1.63 106.6 107.6 1.000

Pole Footing Embedded in Soil
LIC# : KW-06013896, Build:20.24.06.04 KNAPP & ASSOCIATES (c) ENERCALC INC 1983-2023 DESCRIPTION: Ladder
Project File: FTG.ec6
Project Title:

Engineer:

Project ID:

Project Descr:

Code References
Calculations per IBC 2021 1807.3, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Circular

14.0 200.0
1,500.0
No Lateral Restraint at Ground Surface
Pole Footing Shape
Pole Footing Diameter . . . . . . . . . . . in
Allow Passive . . . . . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures
Governing Load Combination : +0.60W
Lateral Load 0.04380
Moment 0.1314 k-ft
Minimum Required Depth 2.0 ft
k
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual 125.405 psf
Allowable 126.919 psf
Controlling Values
Footing Base Area 1.069 ft^2
Maximum Soil Pressure 0.0 ksf
k
k
k
k
k
Applied Loads
k
Lateral Concentrated Load (k)
D : Dead Load
L : Live
Lr : Roof Live
S : Snow
W : Wind
E : Earthquake
H : Lateral Earth
Load distance above

0.0730

3.0 k
k
k
k
k
k
k
ft
Lateral Distributed Loads (klf)
TOP of Load above ground surface
BOTTOM of Load above ground surface
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
k/ft
ground surface ft
ft
Vertical Load (k)
k
Load Combination Results
Factor
Forces @ Ground Surface Soil Increase
Load Combination
Required
Loads - (k) Moments - (ft-k) Depth - (ft)
Pressure at 1/3 Depth
Actual - (psf) Allow - (psf)

0.000 0.000 0.13 0.0 0.0 1.000
+0.60W 0.044 0.131 2.00 125.4 126.9 1.000
+0.450W 0.033 0.099 1.75 113.3 113.4 1.000