Agenda packet, regular meeting — Laguna Hills City Council, September 9, 2025 (part 1 of 5)

City of Laguna Hills
City Council / Planning Agency
Regular Meeting Agenda
Tuesday, September 9, 2025 - 6:00 PM
(Closed Session at 5:00 p.m. when scheduled)
City Council Chamber
24035 El Toro Road
Laguna Hills, CA 92653
Teleconference Location:
*Pursuant to Government Code Section 54953(b), Council Member Erica Pezold will participate remotely via teleconference at the following publicly accessible location:

Business Center at the Silverado Resort
1600 Atlas Peak Rd.

Napa, CA 94558
Joshua Sweeney
Mayor
Don Caskey
Mayor Pro Tempore
Jared Mathis
Council Member
Erica Pezold
Council Member
Dave Wheeler
Council Member
In Person Public Comments: Any person wishing to address the City Council/Planning Agency on any matter, whether or not it appears on this Agenda, is asked to complete a pink “Request to Speak” form available on the table at the back of the Chamber and submit the form to the City Clerk. The Request to Speak form assists the Mayor in ensuring that all persons wishing to address the City Council are recognized and ensures accurate identification of meeting participants in the City Council/Planning Agency Minutes. Completion of the form is voluntary. It is City policy to limit public testimony to up to three minutes per person, as determined by the Mayor, and a total time limit of thirty minutes for Public Comments. If you are commenting on an Agenda item, your comments will be heard at the time that item is scheduled on the Agenda. If you are addressing the City Council on an item not listed on the Agenda, the City Council is prohibited by law from discussing or taking any action on that item.

Submission of Electronic Public Comments: Those wishing to make electronic public comments may submit their comments by email to the City Clerk no later than 2 hours prior to the meeting on Tuesday, September 9, 2025. In the subject line of the email, please state your name and the item number you are commenting on. Any public comment received that does not specify a particular agenda item number will be announced during the general public comment portion of the agenda.

All comments received by the deadline on the date of the meeting will be provided to the City Council and will be provided for public inspection at the meeting. During the applicable agenda item, the City Clerk will announce the name of the sender and subject matter of all electronic comments received by the deadline on Tuesday, September 9, 2025. Email comments will NOT be read by the City Clerk during the meeting. Electronic public comments may only be submitted via email and comments via text and social media (Facebook, X (formerly Twitter), etc.) will not be accepted.

For questions or assistance, please contact the City Clerk’s Office at (949) 707-2635 or via email.

Page 1 of 609 ends

City Council/Planning Agency Regular Meeting Agenda
Tuesday, September 9, 2025
2 General Business Convening at 6:00 PM
Call to Order
Resolution No. 96-04-09-1 established rules of decorum for public meetings held by the City of Laguna Hills. Resolution No. 96-04-09-1 is available on the table at the back of the City Council Chamber.

Invocation: Council Member Wheeler
Pledge of Allegiance: Council Member Wheeler
Roll Call of City Council Members

1. Presentations and Proclamations

1.1 Appointment of Laguna Hills High School Student Liaison Sophia Kim Recommendation: That Mayor Sweeney present a Certificate of Appointment to Laguna Hills High School Student Liaison Sophia Kim.

1.2 Laguna Hills High School Student Liaison Report
Recommendation: That the City Council receive a report from Laguna Hills High School Student Liaison Sophia Kim.

2. Schedule of Future Events

2.1 Schedule of Future Events
Recommendation: That the Community Services Director announce the upcoming meetings and events.

3. Public Comments
This is the time to address the City Council on any matter not listed on this Agenda that is within the subject matter jurisdiction of the City Council. Public Comments are limited to three minutes per person, as determined by the Mayor, and a total time limit of thirty minutes.

4. Consent Calendar
All matters listed under “CONSENT CALENDAR” are considered to be routine and will be enacted by one motion approving the recommendation listed on the Agenda. There will be no separate discussion unless Members of the City Council or City staff request specific items be removed from the Consent Calendar.

Page 2 of 609 ends

City Council/Planning Agency Regular Meeting Agenda
Tuesday, September 9, 2025
3 4.1 Waive Reading in Full of all Ordinances and Resolutions on the Agenda Recommendation: That the City Council waive reading in full of all ordinances and resolutions on the agenda and declare that said titles which appear on the public agenda shall be determined to have been read by title and further reading waived.

4.2 Approval of Minutes for August 20, 2025, Special Meeting Recommendation: That the City Council approve the City Council Minutes for the August 20, 2025, Special Meeting.

4.3 Approval of Minutes for August 26, 2025, Special Meeting Recommendation: That the City Council approve the City Council Minutes for the August 26, 2025, Special Meeting.

4.4 Approval of Minutes for August 26, 2025, Regular Meeting Recommendation: That the City Council approve the City Council Minutes for the August 26, 2025, Regular Meeting.

4.5 Ratification of September 9, 2025 Warrant Register
Recommendation: That the City Council ratify the accompanying Warrant Register for the period from August 15, 2025, to August 28, 2025, in the amount of $365,373.14.

4.6 Award of Public Works Construction Contract to GA Technical Services, Inc. for CIP 520, Community Center Electrical Improvements
Recommendation: That the City Council: 1. Award the Public Works Construction Contract for the Laguna Hills Community Center Electrical Upgrades Project, CIP No. 520, to the lowest responsive bidder, GA Technical Services, Inc., in the amount of $293,059.26; 2. Find that the Project is Categorically Exempt from the California Environmental Quality Act (CEQA), Class 1 Existing Facilities, pursuant to CEQA Guidelines, Section 15301; 3. Reject all other construction bids; 4. Reject the bid protest; and 5. Authorize the Interim City Manager to sign the Public Works Construction Contract with GA Technical Services, Inc.

4.7 Authority to Advertise FY25/26 Community Development Block Grant Curb Ramp Replacement Project, CIP 170
Recommendation: That the City Council: 1. Approve the plans and specifications for the FY25/26 Community Development Block Grant Curb Ramp Replacement Project, CIP 170; 2. Authorize the advertisement for bids for the FY25/26 Community Development Block Grant Curb Ramp Replacement Project, CIP 170;

3. Authorize the City Engineer to make edits to the plans and specifications as

Page 3 of 609 ends

City Council/Planning Agency Regular Meeting Agenda
Tuesday, September 9, 2025
4 necessary; and 4. Find that environmental review is not required under the California Environmental Quality Act (CEQA) pursuant to the California Code of Regulations, Title 14, Chapter 3, Section 15301 as a Class 1 Categorical Exemption - “Existing Facilities.”

4.8 2025 Summer Event Series Post-Event Report
Recommendation: That the City Council receive and file the report.

4.9 2025 Holiday Event Series Pre-Event Report
Recommendation: That the City Council receive and file the report.

Items Removed from the Consent Calendar

5. Planning Agency
The Planning Agency is called to order only if there are items scheduled to be presented to the Planning Agency.

6. City Council Public Hearings

6.1 General Plan Amendment RZNE-0013-2024, a Minor Amendment to the Laguna Hills General Plan Mobility Element to Reflect Changes Made to the Orange County Master Plan of Arterial Highways to Modify Major and Secondary Arterials to Collector Arterials
Recommendation: That the City Council:

1. Conduct a public hearing;

2. Find and determine that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15061(b)(3) and 15378; and

3. Adopt a Resolution entitled: “A Resolution of the City Council of the City of Laguna Hills, California, Making a Determination that the Project is Exempt from CEQA under State CEQA Guidelines Section 15061(b)(3) and 15378, and Approving General Plan Amendment No. RZNE-0013-2024, a Minor Amendment to the General Plan Mobility Element to Modify Major and Secondary Arterials to Collector Arterials for Paseo de Valencia Between Alicia Parkway and Cabot Road, and Cabot Road Between Paseo de Valencia and El Paseo.”

Page 4 of 609 ends

City Council/Planning Agency Regular Meeting Agenda
Tuesday, September 9, 2025
5 6.2 Second Reading of Proposed Ordinances Amending Title 10 (Buildings and Construction) and Chapter 5-16 (Fire Code) of the Laguna Hills Municipal Code and Adopting by Reference the 2025 Edition of the California Building Standards Code (California Code of Regulations, Title 24) Consisting of the California Building Code, Residential Code, Electrical Code, Mechanical Code, Plumbing Code, Energy Code, Historical Building Code, Fire Code, Existing Building Code, Green Building Standards Code, and Referenced Standards Code, and the Wildland-Urban Interface Code, Together with Certain Amendments, Additions, and Deletions Thereto, and Adopting By Reference the 2025 International Property Maintenance Code
Recommendation: That the City Council:

1. Conduct a Public Hearing;

2. Adopt an Ordinance entitled: “An Ordinance of the City of Laguna Hills, California, Amending Title 10 (Buildings and Construction) of the Laguna Hills Municipal Code and Adopting by Reference the 2025 Edition of the California Building Standards Code (California Code of Regulations, Title 24), Consisting of the 2025 California Building Code, the 2025 California Residential Code Including Appendices BF and CI, the 2025 California Electrical Code, the 2025 California Mechanical Code, the 2025 California Plumbing Code, the 2025 California Energy Code, the 2025 California Historical Building Code, the 2025 California Existing Building Code, the 2025 California Green Building Standards Code, the 2025 California Referenced Standards Code, and the 2025 California Wildland-Urban Interface Code Including Appendices F and G, Together with Certain Amendments, Additions, and Deletions Thereto; and Adopting by Reference the 2024 International Property Maintenance Code.”

3. Adopt an Ordinance entitled: “An Ordinance of the City of Laguna Hills, California, Amending Chapter 5-16 (Fire Code) of Title 5 (Health and Sanitation) of the Laguna Hills Municipal Code and Adopting by Reference the 2025 Edition of the California Fire Code Including Appendices B, BB, C, CC, and H together with certain amendments, additions, and deletions thereto.”

7. Administrative Reports

7.1 Interim City Manager

Page 5 of 609 ends

City Council/Planning Agency Regular Meeting Agenda
Tuesday, September 9, 2025
6 7.2 Chief of Police Services

7.2.1 Public Safety Update
Recommendation: That the City Council receive an update on public safety activities.

8. Matters Agendized and Presented by City Council Members

9. City Council Member Committee Reports

9.1 Committee Assignment Report
Recommendation: That the City Council receive reports from City Council Members on the City Council Committee Assignments listed in the staff report.

10. City Council Member Comments
Adjournment
The next Regular Meeting of the City Council/Planning Agency will be September 23, 2025, at 6:00p.m., in the City Council Chamber, located at 24035 El Toro Road, Laguna Hills, California.

CERTIFICATION
I, JENNIFER LEE, City Clerk of the City of Laguna Hills, do hereby certify that a copy of the foregoing Agenda was posted at Laguna Hills City Hall, Laguna Hills Community Center, and the Courtyard at La Paz Center by September 5, 2025, at 5:00p.m.

I, ERICA PEZOLD, Council Member of the City of Laguna Hills, do hereby certify that a copy of the foregoing Agenda was posted at Silverado Resort Business Center by September 5, 2025, at 5:00p.m.

Page 6 of 609 ends

City Council/Planning Agency Regular Meeting Agenda
Tuesday, September 9, 2025
7 It is the intention of the City of Laguna Hills to comply with the Americans with Disabilities Act in all respects. If as an attendee or a participant at this meeting you will need special assistance beyond what is normally provided, the City of Laguna Hills will attempt to accommodate you in every reasonable manner. Please contact the office of the City Clerk at (949) 707 2635. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to assure accessibility to this meeting.

Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection in the City Clerk’s Office at 24035 El Toro Road, Laguna Hills, California, during normal business hours. In addition, such writings or documents will be made available for public review on the City’s website at: https://www.lagunahillsca.gov/supplementalagenda and at the respective public meeting.

City Council Members receive no additional compensation or stipend as a result of simultaneously convening meetings of the Laguna Hills Planning Agency.

Teleconference Location Map
Pursuant to Government Code Section
54953(b):

Erica Pezold, Council Member
Business Center at Silverado Resort
1600 Atlas Peak Rd.

Napa, CA 94558

Page 7 of 609 ends

Item No. 1.1
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: September 9, 2025
To: Mayor and Council Members
From: Jennifer Lee, City Clerk
Issue: Appointment of Laguna Hills High School Student Liaison Sophia Kim Recommendation: That Mayor Sweeney present a Certificate of Appointment to Laguna Hills High School Student Liaison Sophia Kim.

Background:

By action of the City Council on July 27, 1993, the City of Laguna Hills and Laguna Hills High School established a Student Liaison Program to create a direct link between Laguna Hills High School and the City Council. The Laguna Hills High School Parent, Teacher and Student Association (PTSA) chooses two students each year to serve as Student Liaisons and one student to serve as the Alternate Student Liaison. Sophia Kim met with the Deputy City Clerk prior to this meeting to administer the Oath of Office.

Ethan Keschner received his certificate of appointment to serve as a Student Liaison at the August 26, 2025, regular meeting.

Fiscal Impact:

There is no fiscal impact asociated with the student liaison program.

Attachments:

1. Certificate of Appointment - Student Liaison

Page 8 of 609 ends

CITY OF LAGUNA HILLS

CERTIFICATE OF APPOINTMENT
be it known that

SOPHIA KIM
on September 9, 2025, took the
Oath of Office
and on this date began serving as the

S'EUDENT LIAISON
for the City of Laguna Hills
Dated this 9th day of September 2025.

JOSHl:IA SWEENEY, MAY~R ~

Page 9 of 609 ends

Item No. 2.1
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: September 9, 2025
To: Mayor and Council Members
From: Holland Gannon, Community Services Director
Issue: Schedule of Future Events
Recommendation: That the Community Services Director announce the upcoming meetings and events.

Meetings:

City Council/Planning Agency Regular Meetings
Tuesday, September 23rd, 6:00 p.m., Laguna Hills Civic Center Council Chamber Tuesday, October 14th, 6:00 p.m., Laguna Hills Civic Center Council Chamber Events, Communication, & Beautification Committee Meeting Wednesday, September 10th, 11:00 a.m., Laguna Hills Civic Center Admin Conference Room Traffic Commission Regular Meeting
Wednesday, September 17th, 6:00 p.m., Laguna Hills Civic Center Council Chamber Parks and Recreation Commission Regular Meeting
Wednesday, October 1st, 6:00 p.m., Laguna Hills Civic Center Council Chamber Events:

Excursion to California Science Center & Griffith Observatory Friday, September 19th, 2:00 p.m. – 10:00 p.m., meet at Laguna Hills Community Center California Coastal Cleanup Day
Saturday, September 20th, 9:00 a.m. – 12:00 p.m., meet at the Laguna Hills Community Center Circle of Friends Halloween Dance
Friday, October 17th, 6:00 p.m. – 8:00 p.m., Laguna Hills Community Center Heritage Room Harvest in the Hills
Saturday, October 18th, 4:00 p.m., Laguna Hills Community Center Town Green

Page 10 of 609 ends

Item No. 2.1
Attachments:

1. Event Flyer(s)

Page 11 of 609 ends

Excursion to California Science Center &
Griffith Observatory
The California Science Center offers fun and informative permanent exhibits, such NASA’s Space Shuttle Endeavour. You'll learn about human inventions and innovations, the life processes of living things and more. Note: If patrons want to see Special Exhibit or movie additional out of pocket fee is required. Next, visit one of Los Angeles’ most iconic and scenic landmarks.

Tour the Observatory exhibits on your own and enjoy the sunset. Bring a sack lunch or purchase from onsite concessions. Participants meet at the Laguna Hills Community Center where City staff will provide transportation.

Call (949) 707-2680 for more information. No refunds or transfers for this event.
*Registration starts on August 12, 2025 Class# 1765
9/19 2:00PM-10:00PM Friday
Fee: Resident $30, Non-Resident $35
Like us on at www.facebook.com/lagunahillscc
To register or for more information, please call (949) 707-2680 or visit www.lagunahillsca.gov

Page 12 of 609 ends

Page 13 of 609 ends

Page 14 of 609 ends

Page 15 of 609 ends

City of Laguna Hills
City Council
Special Meeting
Minutes
Wednesday, August 20, 2025
Call to Order
The meeting was called to order at 5:00 p.m. by Mayor Sweeney.

Roll Call of City Council Members

Present:

Mayor Joshua Sweeney
Mayor Pro Tempore Don Caskey
Council Member Erica Pezold
Council Member Dave Wheeler

Absent:

Council Member Jared Mathis
Announcement of Closed Session Item(s)
A. Conference with Legal Counsel - Anticipated Litigation Pursuant to Government Code Section 54956.9
Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) and paragraph (2) of subdivision (e) of Government Code Section 54956.9: (1 potential case). Significant exposure to litigation against the City pertaining to application of Government Code Section 65589.5(d)(5)) related to La Paz Village Senior Living Development Application No. 0147-2023.

Public Comments
There were no public comments on the closed session item.

Convene into Closed Session
Reconvene
The City Council reconvened to the City Council Chamber at 8:09 p.m.

Closed Session Report
A. Conference with Legal Counsel - Anticipated Litigation Pursuant to Government Code Section 54956.9
Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) and paragraph (2) of subdivision (e) of Government Code Section 54956.9: (1 potential case). Significant exposure to litigation against the City pertaining to

Page 16 of 609 ends

City Council Special Meeting Minutes
Wednesday, August 20, 2025
2 application of Government Code Section 65589.5(d)(5)) related to La Paz Village Senior Living Development Application No. 0147-2023.

City Attorney Simonian stated that the City Council convened into closed session pursuant to the authorities listed on the Agenda with no reportable action taken.

Adjournment
There being no further business before the City Council at this session, Mayor Sweeney declared the meeting adjourned at 8:10 p.m.
____________________________________
Jennifer Lee, City Clerk
ATTEST:
____________________________________
Joshua Sweeney, Mayor
Approved at meeting of September 9, 2025.

Page 17 of 609 ends

City of Laguna Hills
City Council
Special Meeting
Minutes
Tuesday, August 26, 2025
Call to Order
The meeting was called to order at 4:00 p.m. by Mayor Sweeney.

Roll Call of City Council Members

Present:

Mayor Joshua Sweeney
Mayor Pro Tempore Don Caskey
Council Member Erica Pezold
Council Member Jared Mathis
Council Member Dave Wheeler

Absent:

Public Comments
There were no public comments on the special meeting item before the presentations. 1 Review and Selection of Proposed Park Designs for Cabot Park, El Conejo Park, MacKenzie Park, San Remo Park, and Veeh Ranch Park, CIP 241 Recommendation: That the City Council approve City staff's recommended list of proposed renovations for Cabot Park, El Conejo Park, MacKenzie Park, San Remo Park, and Veeh Ranch Park, and authorize City staff to proceed with developing final design plans and specifications.

Interim City Manager Ames reviewed the information provided in the staff report, provided a PowerPoint presentation, and responded to Council Member requests for additional information.

Andy Steen, Associate Landscape Architect, RJM Design Group, Inc. provided a PowerPoint presentation on Cabot Park and responded to Council Member requests for additional information.

Parks Supervisor Hanley responded to Council Member requests for additional information.

Bryant Avalos, Studio Manager, David Volz Design Landscape Architects, Inc. provided a PowerPoint presentation on El Conejo Park and responded to Council Member requests for additional information.

Page 18 of 609 ends

City Council Special Meeting Minutes
Tuesday, August 26, 2025
2 Andy Steen, Associate Landscape Architect, RJM Design Group, Inc. provided a PowerPoint presentation on San Remo Park and responded to Council Member requests for additional information.

Bryant Avalos, Studio Manager, David Volz Design Landscape Architects, Inc. provided a PowerPoint presentation on Mackenzie Park and responded to Council Member requests for additional information.

Andy Steen, Associate Landscape Architect, RJM Design Group, Inc. provided a PowerPoint presentation on Veeh Ranch Park and responded to Council Member requests for additional information.

The following individual(s) provided public comments on the special meeting item:

Michele Whiteaker, a Laguna Hills resident
A motion to approve staff's recommendation and direct staff to research the feasibility of the addition of bathroom facilities was moved by Mayor Sweeney, seconded by Mayor Pro Tempore Caskey.

Result: Passed
Yes 5, No 0, Abstained 0
Ayes: Mayor Sweeney, Mayor Pro Tempore Caskey, Council Member Pezold, Council Member Mathis, Council Member Wheeler
Nays: None
Abstain: None
Adjournment
There being no further business before the City Council at this session, Mayor Sweeney declared the meeting adjourned at 5:44 p.m.
____________________________________
Jennifer Lee, City Clerk
ATTEST:
____________________________________
Joshua Sweeney, Mayor
Approved at meeting of September 9, 2025.

Page 19 of 609 ends

City of Laguna Hills
City Council / Planning Agency
Regular Meeting
Minutes
Tuesday, August 26, 2025
General Business Convening at 6:00 PM
Call to Order
The meeting was called to order at 6:00 p.m. by Mayor Sweeney.

Invocation: Council Member Mathis
Pledge of Allegiance: Council Member Mathis
Roll Call of City Council Members

Present:

Mayor Joshua Sweeney
Mayor Pro Tempore Don Caskey
Council Member Erica Pezold
Council Member Jared Mathis
Council Member Dave Wheeler

Absent:

1. Presentations and Proclamations

1.1 Appointment of Laguna Hills High School Student Liaison Ethan Keschner and Alternate Student Liaison Dylan Wu
Mayor Sweeney presented a Certificate of Appointment to Laguna Hills High School Student Liaison Ethan Keschner. Alternate Student Liaison Dylan Wu was not available at the meeting to accept the certificate.

1.2 Laguna Hills High School Student Liaison Report
The City Council received a report from Laguna Hills High School Student Liaison Ethan Keschner.

1.3 Certificate of Recognition- Congressional Gold Medalist Sawyer Ashland The City Council congratulated Sawyer Ashland for earning the Congressional Gold Medal Award at the U.S. Capitol and Mayor Joshua Sweeney presented him with a Certificate of Recognition in honor of this outstanding achievement.

Page 20 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
2 1.4 Proclamation for Hunger Action Month
The City Council issued a Proclamation declaring September 2025 as "Hunger Action Month" and Mayor Sweeney presented the Proclamation to Second Harvest Director of Government Affairs and Community Relations Malia Carry and Policy & Advocacy Fellow Alejandro Aular.

1.5 Laguna Hills Team Darkhorse 3/5 Marine Support Committee The City Council received an update from President/Chair Douglas Tennant and LtCol Nicholson on recent activities of the Laguna Hills Team Darkhorse Support Committee and the 3rd Battalion, 5th Marines Regiment, 1st Marine Division.

1.6 Laguna Terrace Beautification Team's 2025 Plein Air Painting Contest The City Council received a presentation from Commissioner Huggins on the Laguna Terrace Beautification Team's 2025 Plein Air Painting Contest and Mayor Sweeney presented Certificates of Recognition to the winners of the contest.

2. Schedule of Future Events

2.1 Schedule of Future Events
Community Services Director Gannon announced the upcoming meetings and events.

3. Public Comments
The following individual(s) provided public comments on non-agendized items:

Kaylee Van Hise (aka Baby Slice), President, South Coast Roller Derby SJ (aka Coach Beaderpan), South Coast Roller Derby

4. Consent Calendar
A motion to approve the Consent Calendar was moved by Council Member Pezold, seconded by Council Member Mathis.

Result: Passed
Yes 5, No 0, Abstained 0
Ayes: Mayor Sweeney, Mayor Pro Tempore Caskey, Council Member Pezold, Council Member Mathis, Council Member Wheeler
Nays: None
Abstain: None

Page 21 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
3 4.1 Waive Reading in Full of all Ordinances and Resolutions on the Agenda Recommendation: That the City Council waive reading in full of all ordinances and resolutions on the agenda and declare that said titles which appear on the public agenda shall be determined to have been read by title and further reading waived.

4.2 Approval of Minutes for July 8, 2025, Regular Meeting Recommendation: That the City Council approve the City Council Minutes for the July 8, 2025, Regular Meeting.

4.3 Ratification of August 26, 2025 Warrant Register
Recommendation: That the City Council ratify the accompanying Warrant Register for the period from June 27, 2025, to August 14, 2025, in the amount of $5,126,438.11.

4.4 Treasurer's Investment Report for June 2025
Recommendation: That the City Council receive and file the Treasurer's Investment Report for the month of June 2025.

4.5 Treasurer's Investment Report for July 2025
Recommendation: That the City Council receive and file the Treasurer's Investment Report for the month of July 2025.

4.6 Excused Absence Request from Council Member Pezold for the June 24, 2025, and July 8, 2025, City Council Regular Meetings
Recommendation: That the City Council approve an excused absence request from Council Member Pezold for the June 24, 2025, City Council regular meeting due to an illness and the July 8, 2025, City Council regular meeting due to a family emergency.

4.7 Designation of Voting Delegate for League of California Cities Annual Conference
Recommendation: That the City Council appoint the Mayor as the Voting Delegate and appoint the Mayor Pro Tempore as the Voting Delegate Alternate for the League of California Cities Annual Conference.

4.8 Assignment and Assumption of Lease and Third Amendment to Lease Agreement with Banc of California, a California State-Chartered Bank, for 24033 El Toro Road, Suite 130, Laguna Hills, California Recommendation: That the City Council: 1. Approve the proposed assignment and assumption agreement for 24033 El Toro Road, Suite 130, Laguna Hills, California;

Page 22 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
4 2. Approve the third amendment to the lease agreement with Banc of California, a California state-chartered bank, for 24033 El Toro Road, Suite 130, Laguna Hills, California; and 3. Authorize the Interim City Manager to make minor modifications, as necessary, to the assignment and assumption agreement and to the third amendment to the lease agreement and to execute both agreements.

4.9 Proposed License Agreement with SOCAL Counseling Services, a Licensed Marriage and Family Therapy Corporation, for 24031 El Toro Road, Suite 250D, Laguna Hills, California
Recommendation: That the City Council: 1. Approve the proposed license agreement for 24031 El Toro Road, Suite 250D, Laguna Hills, California; and

2. Authorize the Interim City Manager to make minor modifications, as necessary, to the license agreement and to execute the agreement.

4.10 Proposed Lease Agreement with the County of Orange, a political subdivision of the State of California, for the use of Room No. 102 as a Library within the Laguna Hills Community Center, 25555 Alicia Parkway, Laguna Hills, California
Recommendation: That the City Council: 1. Approve the proposed lease agreement with the County of Orange, a political subdivision of the State of California, for the use of Room No. 102 as a Library within the Laguna Hills Community Center, 25555 Alicia Parkway, Laguna Hills, California; and 2. Authorize the City Manager to make minor modifications, as necessary, to the lease agreement and to execute the lease agreement.

4.11 Notice of Completion and Final Payment for the Arterial Pavement Rehabilitation Project – Paseo de Valencia & La Paz Road, CIP 104/109, and Curb Ramp Replacement Project – Alicia Parkway
Recommendation: That the City Council: 1. Certify the completion of and accept the improvements for the subject project; 2. Authorize the Public Works Director to sign the Notice of Completion; 3. Authorize the recording of the Notice of Completion with the County of Orange and to release the faithful performance and payment bonds one year and 35 days, respectively, after the date of recordation of the Notice of Completion contingent upon no claims or liens being filed with the City; and 4. Authorize payment of the final retention 35 days after the date of recordation of the Notice of Completion in the net amount of $270,222.12, if no liens have been filed.

4.12 Informal Bidding Ordinance Use Quarterly Report for Public Works Projects Recommendation: That the City Council receive and file the report.

Page 23 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
5 4.13 2025 Memorial Day Race Post Event Report and a Resolution Authorizing Community Assistance Funding for the 3/5 Marine Support Committee Recommendation: That the City Council: 1. Receive and file the report; and 2.

Adopt Resolution No. 2025-08-26-1: “A Resolution of the City Council of the City of Laguna Hills, California, Authorizing Community Assistance Funding for the 3rd Battalion, 5th Marines, 1st Division Support Committee, a California Nonprofit Corporation.”

4.14 2025 4th of July Post-Event Report
Recommendation: That the City Council receive and file the 2025 4th of July Celebration post-event report.

4.15 Development Application Status Report
Recommendation: That the City Council receive and file the report.

Items Removed from the Consent Calendar
There were no items removed from the Consent Calendar.

5. Planning Agency
There were no separate Planning Agency Business Items for this meeting.

6. City Council Public Hearings

6.1 Resolution Approving a Correction in Property Tax Allocation for Certain Parcels Between the Cities of Laguna Hills and Laguna Niguel and Approval of a Proposed Property Tax Transfer Agreement
Recommendation: That the City Council:

1. Conduct a public hearing to consider the effect of the proposed correction and transfer of property tax revenue on fees, charges, assessments, taxes, or other revenues;

2. Approve a proposed Property Tax Transfer Agreement and authorize the Interim City Manager to sign the Agreement; and

3. Adopt a Resolution entitled: “A Resolution of the City Council of the City of Laguna Hills, California, Approving a Correction in Property Tax Allocation for Certain Parcels Between the Cities of Laguna Hills and Laguna Niguel.” Finance Director Hendrickson reviewed the information provided in the staff report and provided a PowerPoint presentation.

Page 24 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
6 Mayor Sweeney opened the public hearing, and upon seeing no one rise, closed the public hearing.

A motion to approve staff's recommendation was moved by Council Member Pezold, seconded by Mayor Pro Tempore Caskey.

7. Administrative Reports

7.1 Interim City Manager
The Interim City Manager provided no administrative reports.

7.2 Community Development Director

7.2.1 First Reading of Proposed Ordinances Amending Title 10 (Buildings and Construction) and Chapter 5-16 (Fire Code) of the Laguna Hills Municipal Code and Adopting by Reference the 2025 Edition of the California Building Standards Code (California Code of Regulations, Title 24) Consisting of the California Building Code, Residential Code, Electrical Code, Mechanical Code, Plumbing Code, Energy Code, Historical Building Code, Fire Code, Existing Building Code, Green Building Standards Code, and Referenced Standards Code, and the WildlandUrban Interface Code, Together with Certain Amendments, Additions, and Deletions Thereto, and Adopting By Reference the 2025 International Property Maintenance Code
Recommendation: That the City Council:

1. Introduce for first reading, read by title only, and waive further reading of an Ordinance entitled: “An Ordinance of the City of Laguna Hills, California, Amending Title 10 (Buildings and Construction) of the Laguna Hills Municipal Code and Adopting by Reference the 2025 Edition of the California Building Standards Code (California Code of Regulations, Title 24), Consisting of the 2025 California Building Code, the 2025 California Residential Code Including Appendices BF and CI, the 2025 California Electrical Code, the 2025 California Mechanical Code, the 2025

Page 25 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
7 California Plumbing Code, the 2025 California Energy Code, the 2025 California Historical Building Code, the 2025 California Existing Building Code, the 2025 California Green Building Standards Code, the 2025 California Referenced Standards Code, and the 2025 California Wildland-Urban Interface Code Including Appendices F and G, Together with Certain Amendments, Additions, and Deletions Thereto; and Adopting by Reference the 2024 International Property Maintenance Code.”

2. Introduce for first reading, read by title only, and waive further reading of an Ordinance entitled: “An Ordinance of the City of Laguna Hills, California, amending Chapter 5-16 (Fire Code) of Title 5 (Health and Sanitation) of the Laguna Hills Municipal Code and adopting by reference the 2025 Edition of the California Fire Code including Appendices B, BB, C, CC, and H together with certain amendments, additions, and deletions thereto.”

3. Direct staff to place the Ordinances on the September 9, 2025, meeting agenda for a public hearing and second reading, and prepare and publish the appropriate hearing notices.

Community Development Director Lowe reviewed the information provided in the staff report, provided a PowerPoint presentation, and responded to Council Member requests for additional information.

Building Official Kent Tsen responded to Council Member requests for additional information.

City Attorney Simonian responded to Council Member requests for additional information.

A motion to approve staff's recommendation was moved by Council Member Mathis, seconded by Council Member Pezold.

Result: Passed
Yes 5, No 0, Abstained 0
Ayes: Mayor Sweeney, Mayor Pro Tempore Caskey, Council
Member Pezold, Council Member Mathis, Council
Member Wheeler
Nays: None
Abstain: None

8. Matters Agendized and Presented by City Council Members There were no matters agendized by City Council Members.

Page 26 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
8 9. City Council Member Committee Reports

9.1 Committee Assignment Report
The City Council received reports from City Council Members on the City Council Committee Assignments listed in the staff report.

9.2 Village at Laguna Hills Ad Hoc Committee Update
Recommendation: That the City Council:

1. Receive a status report and recommendations from the Village at Laguna Hills Ad Hoc Committee;

2. Direct City staff to begin reviewing and working on Merlone Geier Fund X Laguna Hills, LLC’s (MGP) recently filed application requesting Major Project Modifications to the previously approved entitlements and requesting changes to the Development Agreement for the Village at Laguna Hills Mixed-Use Development Project; and

3. Approve a Retainer Agreement with Stradling Yocca Carson & Rauth to reengage the City’s special land use, entitlement, and development agreement counsel for the purpose of representing the City in connection with processing MGP’s application requesting Major Project Modifications to the previously approved land use entitlements, negotiating modifications to the Development Agreement, and providing the City with other related special counsel services.

The Village at Laguna Hills Ad Hoc Committee, consisting of Mayor Pro Tempore Caskey and Council Member Mathis, provided a status report and recommendations to the City Council.

City Attorney Simonian responded to Council Member requests for additional information.

A motion to approve staff's recommendation was moved by Mayor Pro Tempore Caskey, seconded by Council Member Mathis.

A substitute motion to continue the item was moved by Council Member Wheeler, seconded by Council Member Pezold.

Result: Failed
Yes 2, No 3, Abstained 0
Ayes: Council Member Pezold, Council Member Wheeler
Nays: Mayor Sweeney, Mayor Pro Tempore Caskey, Council Member Mathis
Abstain: None

Page 27 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
9 A substitute motion to take action on each staff recommendation individually was moved by Council Member Pezold, seconded by Council Member Wheeler.

Result: Failed
Yes 2, No 3, Abstained 0
Ayes: Council Member Pezold, Council Member Wheeler
Nays: Mayor Sweeney, Mayor Pro Tempore Caskey, Council Member Mathis
Abstain: None
Mayor Sweeney called for a vote on the main motion.

A motion to approve staff's recommendation was moved by Mayor Pro Tempore Caskey, seconded by Council Member Mathis.

Result: Passed
Yes 3, No 2, Abstained 0
Ayes: Mayor Sweeney, Mayor Pro Tempore Caskey, Council Member Mathis
Nays: Council Member Pezold, Council Member Wheeler
Abstain: None

10. City Council Member Comments
Council Member Wheeler
Council Member Wheeler provided comments regarding tonight's public speakers and asked that a discussion on a shared use of the roller hockey rink be agendized for a future meeting and received a second from Mayor Sweeney and Council Member Pezold.

Council Member Pezold
Council Member Pezold requested that a discussion on a new site for pickleball courts at Sheep Hills Park with a shared cost approach with the Aliso Viejo Community Association (AVCA) be agendized for a future meeting and received a second from Council Member Wheeler.

Council Member Mathis
Council Member Mathis commended staff on their efforts on the recent public workshop on design alternatives and the Mobility Element Amendment process.

Page 28 of 609 ends

City Council/Planning Agency Regular Meeting Minutes
Tuesday, August 26, 2025
10 Mayor Sweeney
Mayor Sweeney thanked Commissioner Miller for attending the meeting and for his service on the Traffic Commission.

Mayor Sweeney thanked staff for their effort during the transition of the City Manager position.

Mayor Sweeney wished all the Laguna Hills students a successful school year. Go Hawks!
Mayor Sweeney thanked the Orange County Sheriff's Department (OCSD) for all they do throughout the City protecting our residents.

Mayor Sweeney recognized the Orange County Fire Authority (OCFA) and read an email from OCFA regarding a recent fire to highlight the speed, accuracy, and precision at which they work protecting our residents.

Council Member Pezold
Council Member Pezold pointed out that juniper trees are highly flammable and asked that a discussion on the maintenance of the juniper trees located along Paseo de Valencia between La Paz Road and Alicia Parkway be agendized for a future meeting and received a second from Mayor Pro Tempore Caskey.

Council Member Pezold provided comments on work being done at City Hall and indicated she would like to see new paint and carpet be installed.

Council Member Pezold indicated she would like to see the City send an emergency message notifying residents to turn their sprinklers on in the event of a fire.

Adjournment
There being no further business before the City Council at this session, Mayor Sweeney declared the meeting adjourned at 9:13 p.m.
____________________________________
Jennifer Lee, City Clerk
ATTEST:
____________________________________
Joshua Sweeney, Mayor
Approved at the meeting of September 9, 2025.

Page 29 of 609 ends

Item No. 4.5
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: September 9, 2025
To: Mayor and Council Members
From: Eric Hendrickson, Finance Director
Issue: Ratification of September 9, 2025 Warrant Register Recommendation: That the City Council ratify the accompanying Warrant Register for the period from August 15, 2025, to August 28, 2025, in the amount of $365,373.14.

Background:

The City issues accounts payable disbursements on a regular basis and presents it to the City Council for ratification at its next regularly scheduled City Council Meeting. The attached Warrant Register containing checks and electronic funds transfers for the period from August 15, 2025, to August 28, 2025, is being presented for ratification by the City Council. Payments have been reviewed and approved by the appropriate departmental staff. The Finance Director certifies to the accuracy of the attached register and to the availability of monies for payment thereof.

Fiscal Impact:

Ratification of the accompanying Warrant Register includes disbursements totaling $365,373.14.

Attachments:

1. Warrant Register - September 9, 2025

2. Payables Detail Report - September 9, 2025

Page 30 of 609 ends

Total Regular: 308,085.52
8/28/2025 9:15:06 PM Page 1 of 3
5572 V-2251 VIZUAL SYMPHONY, INC. 08/21/2025 30,982.59
5573 W-2451 W.G. ZIMMERMAN ENGINEERING, INC. 08/21/2025 4,035.00 5570 T-2712 TOTAL SOURCE OFFICEWORKS 08/21/2025 502.07
5571 U-2165 UNDERGROUND SERVICE ALERT OF SO CALIFORNIA 08/21/2025 135.19 5568 S-2299 SPECIALTY MOWING SERVICES, INC. 08/21/2025 14,844.46 5569 B-0304 THE BEE MAN 08/21/2025 580.00
5566 S-2319 SCA OF CA, LLC 08/21/2025 16,786.76
5567 S-1904 SOUTHERN CALIFORNIA EDISON 08/21/2025 20,058.45 5564 S-1957 SADDLEBACK VALLEY UNIFIED SCHOOL DISTRICT 08/21/2025 405.00 5565 S-1902 SAN DIEGO GAS AND ELECTRIC 08/21/2025 39,933.78 5562 R-1977 RJ ELECTRIC 08/21/2025 3,780.00
5563 R-1806 RJM DESIGN GROUP, INC. 08/21/2025 2,841.95
5560 P-1856 PARADISE DRINKING WATER 08/21/2025 179.40
5561 Z-CD-0524 PARAGON ROOFING INC. 08/21/2025 780.00
5558 P-1755 P. W. GILLIBRAND CO., INC. 08/21/2025 3,155.36 5559 P-1839 PAPER DEPOT 08/21/2025 67.00
5556 Z-PS-0048 NASSER KAVEH 08/21/2025 42.00
5557 C-1003 ORANGE COUNTY TREASURER-TAX COLLECTOR 08/21/2025 3,111.00 5554 M-1302 MOULTON NIGUEL WATER DISTRICT 08/21/2025 14,205.00 5555 A-0371 MUNISERVICES, LLC 08/21/2025 2,940.00
5552 M-1486 MAIN GRAPHICS 08/21/2025 120.75
5553 M-1304 MARTIN LOCK AND SAFE CO. 08/21/2025 334.03
5550 K-1208 KDM MERIDIAN 08/21/2025 3,140.00
5551 L-1206 LAGUNA HILLS HIGH SCHOOL PTSA 08/21/2025 8,000.00 5548 L-1398 JENNIFER LOWE 08/21/2025 75.00
5549 Z-PS-0049 KAREN VELAZQUEZ 08/21/2025 42.00
5546 J-1097 JACOB GREEN & ASSOCIATES, INC 08/21/2025 4,214.25 5547 J-1057 JAMEY CLARK, INC. 08/21/2025 3,766.20
5544 I-0960 IRV SEAVER MOTORCYCLES 08/21/2025 8,404.59
5545 I-0942 IRVINE RANCH WATER DISTRICT 08/21/2025 272.21 5542 F-0728 FOSTER DESIGN GROUP CONSULTING ENGINEERS INC 08/21/2025 2,580.00 5543 G-0868 GLASER WEIL FINK HOWARD JORDAN & SHAPIRO LLP 08/21/2025 37,680.00 5540 D-0541 DIAMOND ENVIRONMENTAL SERVICES, LP 08/21/2025 910.73 5541 D-0583 DMS FACILITY SERVICES, LLC 08/21/2025 10,756.60 5538 D-0461 DATA TICKET, INC. 08/21/2025 2,418.99
5539 D-0586 DESIGN PATH STUDIO 08/21/2025 3,430.00
5536 C-1008 COUNTY OF ORANGE, NPDES 08/21/2025 721.61
5537 C-1122 CROSSTOWN ELECTRICAL AND DATA, INC. 08/21/2025 13,609.31 5534 C-1144 CHARLES ABBOTT ASSOCIATES, INC 08/21/2025 42,761.83 5535 C-1190 COUNTY OF ORANGE 08/21/2025 908.00
5532 B-0222 BILL'S SOUND AND SECURITY 08/21/2025 65.00
5533 B-0459 BREAKTHROUGH SPORTS 08/21/2025 133.00
Payment Type: Regular
5530 A-0359 ARDURRA GROUP, INC. 08/21/2025 4,313.25
5531 A-0365 AT&T 08/21/2025 63.16
Warrant Register - September 9, 2025
City of Laguna Hills, CA By Check Number
Date Range: 08/15/2025 - 08/28/2025
Check Number Vendor Number Vendor Name Payment Date Payment Amount

Page 31 of 609 ends

8/28/2025 9:15:06 PM Page 2 of 3
93 46 0.00 365,373.14
Bank Drafts 19 2 0.00 57,287.62
EFT's 0 0 0.00 0.00
Manual Checks 0 0 0.00 0.00
Voided Checks 0 0 0.00 0.00
Total Bank Draft: 57,287.62
Bank Code 1 - General Summary
Payable
Count
Payment
Payment Type Count Discount Payment
Regular Checks 74 44 0.00 308,085.52
Payment Type: Bank Draft
DFT0003197 H-0966 HIGH LEVEL SECURITY SOLUTIONS, INC. 08/28/2025 7,308.00 DFT0003203 U-2170 US BANK CORPORATE PAYMENT SYSTEMS 08/19/2025 49,979.62 Warrant Register - September 9, 2025 Date Range: 08/15/2025 - 08/28/2025 Check Number Vendor Number Vendor Name Payment Date Payment Amount

Page 32 of 609 ends

998 Pooled Cash & Investments 8/2025 365,373.14
365,373.14
8/28/2025 9:15:06 PM Page 3 of 3
93 46 0.00 365,373.14
Fund Summary
Fund Name Period Amount
Bank Drafts 19 2 0.00 57,287.62
EFT's 0 0 0.00 0.00
Manual Checks 0 0 0.00 0.00
Voided Checks 0 0 0.00 0.00
All Bank Codes Check Summary
Payable
Count
Payment
Payment Type Count Discount Payment
Regular Checks 74 44 0.00 308,085.52
Warrant Register - September 9, 2025 Date Range: 08/15/2025 - 08/28/2025

Page 33 of 609 ends

Amount
8/28/2025 9:17:18 PM Page 1 of 9
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 8.58 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Ralphs, Build-A-Fort 100-310-695500 19.08 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Ralphs, Build-A-Fort 100-310-695500 20.08 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 618.13 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 676.97 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 68.76 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 231.34 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 247.89 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 249.72 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 ChatGPT, 8/3/25 - 9/3/25 100-155-610000 20.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Target, Build-A-Fort 100-310-695500 75.73 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Costco, Build-A-Fort 100-310-695500 85.77 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2811) 08.06.25 Intelius 100-225-610000 24.86
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2811) 08.06.25 76 - Apro LLC 100-225-646100 131.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2811) 08.06.25 Jiffy Lube 100-225-646100 110.97 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Smart & Final 100-310-695513 44.11 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2811) 08.06.25 Intelius 100-225-610000 4.99
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Smart & Final 100-310-695513 42.97 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Smart & Final 100-310-695513 43.46 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Pizza Hut 100-310-695513 76.81
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Smart & Final, Popsicles in the Park 100-310-695500 20.76 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Smart & Final, Popsicles in the Park 100-310-695500 22.47 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Smart & Final, Popsicles in the Park 100-310-695500 24.95 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Women In Leisure Services Meeting 100-310-611000 45.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Ralphs 100-310-622000 16.14
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Smart & Final, Popsicles in the Park 100-310-695500 8.97 Payables Detail Report
City of Laguna Hills, CA By Fund
Payment Dates 08/15/2025 - 08/28/2025
Payment Date Vendor Name Payable Number Description (Item) Account Number Fund: 100 - General Fund
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (0629) 08.06.25 Juuno.co, 7/14/25 - 8/14/25 100-310-610000 5.00

Page 34 of 609 ends

Amount
8/28/2025 9:17:18 PM Page 2 of 9
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Microsoft 365 Audio Conferencing, 7/31/25-7/30/26
100-195-700090 30.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Beetronics Inc. 100-195-940000 9,371.02 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 CEAOC, 8/4/2025 100-355-611000 177.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 (2)Laguna Hills Chamber of Commerce 100-155-695000 2,080.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Displays4Sale.com 100-155-910000 2,520.96 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Amazon 100-195-622000 286.51
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 NeoGov 100-195-617000 199.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-195-622000 1,979.40
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-195-622000 26.60
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-155-622000 18.50
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-155-622000 18.09
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-155-622000 17.18
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-155-622000 47.61
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-155-622000 14.62
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-155-622000 24.23
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 ACC-OC Washington DC, 10/20/25 - 10/23/25
100-155-611000 2,700.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Amazon 100-155-622000 68.92
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 Albertsons 100-155-622000 52.38 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (3405) 08.06.25 Rodrigo's Mexican Grill 100-155-611001 86.14 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4243) 08.06.25 Costco 100-355-910000 1,083.47
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (4849) 08.06.25 ChatGPT, 7/23/25 - 8/23/25 100-155-610000 20.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (3165) 08.06.25 SiteOne Landscape Supply 100-355-720700 1,889.17 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (3165) 08.06.25 Global Industrial 100-355-720701 450.22 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (3405) 08.06.25 Rodrigo's Mexican Grill 100-155-611001 52.69 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Panda Express, Build-A-Fort 100-310-695500 66.48 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (3165) 08.06.25 Exxon Circle K 100-355-646100 126.41 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (3165) 08.06.25 Smartlink 100-355-720700 540.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 60.08 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Flame Broiler, Build-A-Fort 100-310-695500 64.27 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 1,804.70 Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025 Payment Date Vendor Name Payable Number Description (Item) Account Number 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Ralphs, Build-A-Fort 100-310-695500 22.45 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (2829) 08.06.25 Home Depot, Build-A-Fort 100-310-695500 49.31

Page 35 of 609 ends

Amount
8/28/2025 9:17:18 PM Page 3 of 9
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6976) 08.06.25 United Airlines 100-225-611000 436.97 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6976) 08.06.25 APA California 2025 Conference, 9/29/25 - 10/1/25
100-225-611000 682.50
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6976) 08.06.25 CA Academy for Economic
Development, 8/11-8/15/25
100-225-611000 1,300.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6615) 08.06.25 The Portable Bar Comp 100-310-910000 2,974.98 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6976) 08.06.25 American Planning Association
Membership
100-225-610000 622.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6976) 08.06.25 Urban Land Institute 100-225-611000 10.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6171) 08.06.25 California Municipal Clerks 100-155-610000 300.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6171) 08.06.25 Amazon 100-155-622000 9.15
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (6615) 08.06.25 Costco 100-310-622000 41.98
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Smart & Final, Nellie Gail Concert 100-310-695500 28.98 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Ralphs, Popsicles in the Park 100-310-695500 11.98 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Ralphs, Popsicles in the Park 100-310-695500 13.47 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Exxon Circle K 100-310-646100 110.27 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Ralphs, Popsicles in the Park 100-310-695500 13.47 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Target, Popsicles in the Park 100-310-695500 18.72 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Subway, CJPIA Training 7/31/25 100-310-611000 282.75 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 California Municipal Clerks
Association, Training
100-310-611000 350.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Cardio Partners Inc. 100-310-622000 92.44 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Metricool.com Subscription, 7/30/25 - 7/30/26
100-310-610000 540.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Ralphs, CJPIA Training 7/31/25 100-310-611000 24.29 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 JC Donut, Inc., CJPIA Training 7/31/25 100-310-611000 40.48 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 CDF Distributors 100-355-645500 5,258.93 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Pandora CloudCover, 8/5/25 - 8/5/26 100-310-610000 258.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5958) 08.06.25 Broadcast Music Inc Subscription, 6/1/25-5/31/26
100-310-610000 452.91
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Amazon 100-355-645500 (9.76)
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Amazon 100-355-645500 204.71
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Amazon 100-355-645500 (25.20)
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Ephonamation.com, Inc., 6/26/25 - 8/20/25
100-355-630000 464.09
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Amazon 100-355-645500 26.20
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Amazon 100-355-645500 10.76
Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025 Payment Date Vendor Name Payable Number Description (Item) Account Number 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Mother's Market 100-355-622000 2.09 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (5166) 08.06.25 Amazon 100-355-622000 40.93

Page 36 of 609 ends

Amount
8/28/2025 9:17:18 PM Page 4 of 9
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Toll Roads of OC 100-420-646100 3.43 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Verizon Wireless 100-195-622000 75.39 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Cox, Traffic Signal, 7/7/25 - 8/6/25 100-195-630000 84.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Toll Roads of OC 100-420-646100 3.22 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Toll Roads of OC 100-420-646100 3.53 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Amazon 100-420-622400 117.17
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Amazon 100-420-622400 254.78
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Toll Roads of OC 100-420-646100 3.22 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Ralphs 100-420-622000 18.19
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Lucille's Smokehouse Barbecue 100-420-622000 143.81 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Amazon 100-420-622400 327.90
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Amazon, Build-A-Fort 100-310-695500 13.29 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Amazon 100-155-622000 14.47
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8151) 08.06.25 Amazon Prime 100-420-610000 16.15 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Amazon 100-310-695500 19.36
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 The Gamble House, Excursion Tickets 100-310-695500 5.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Amazon 100-310-695500 63.17
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Amazon, Popsicles in the Park 100-310-695500 122.25 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 La Jolla Historial Society, Excursion Tickets
100-310-695500 60.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 California Surf Museum, Excursion Tickets
100-310-695500 20.00
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Exxon Circle K 100-310-646100 44.32 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Exxon Circle K 100-310-646100 81.96 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Exxon Circle K 100-310-646100 67.98 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Amazon 100-310-622000 7.10
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Amazon 100-310-622000 8.23
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 Amazon 100-310-622000 22.63
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (7241) 08.06.25 Home Depot 100-355-720401 135.46 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (7241) 08.06.25 White Cap 100-355-720401 251.43 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8097) 08.06.25 AutoCAD Subscription 100-195-700090 530.00 Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025 Payment Date Vendor Name Payable Number Description (Item) Account Number 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (7241) 08.06.25 Shell Oil 100-355-646100 100.00 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (7241) 08.06.25 Harbor Freight Tools 100-355-720401 116.33

Page 37 of 609 ends

Amount
8/28/2025 9:17:18 PM Page 5 of 9
08/21/2025 JACOB GREEN & ASSOCIATES, INC 3075 Recruitment Services, Jul '25 100-195-617000 4,214.25 08/21/2025 GLASER WEIL FINK HOWARD

JORDAN & SHAPIRO LLP
309391 Professional Services Legal, Jul '25 100-155-700011 37,680.00 08/21/2025 RJM DESIGN GROUP, INC. 37261 Reader Board Design, Jul '25 100-355-700250 2,841.95 08/21/2025 W.G. ZIMMERMAN ENGINEERING, 25-07-814 On-Call Engineer Services, Jul '25 100-355-700250 2,053.50 08/21/2025 UNDERGROUND SERVICE ALERT OF

SO CALIFORNIA
25-260246 State Fee for Regulatory Costs, Jul '25 100-355-720401 47.19 08/21/2025 PARADISE DRINKING WATER 254903 Operating Supplies, 7/10/25 - 100-195-622000 179.40 08/21/2025 IRV SEAVER MOTORCYCLES 20251163 Motorcycle Maintenance, Police Svcs, Aug '25
100-420-646100 6,809.32
08/21/2025 IRV SEAVER MOTORCYCLES 20251517 Motorcyle Services, Police Svcs, Jul 100-420-646100 1,595.27 08/21/2025 SPECIALTY MOWING SERVICES, INC. 2056 Weed Abatement, Cabot PDV to Nellie Gail, Jul '25
100-355-720730 14,844.46
08/21/2025 ARDURRA GROUP, INC. 170139 Engineering Services, Jul '25 100-355-700250 4,313.25 08/21/2025 DATA TICKET, INC. 181363 Process Fee, Parking Citations, Jun 100-420-720823 1,387.85 08/21/2025 DATA TICKET, INC. 182549 Process Fee, Parking Citations, Jul '25 100-420-720823 1,031.14 08/21/2025 THE BEE MAN 135373 Bee Removal, Jul '25 100-355-720701 395.00 08/21/2025 VIZUAL SYMPHONY, INC. 14355 Civic Center LCD Display Refresh, Jul '25
100-195-940000 30,982.59
08/21/2025 MAIN GRAPHICS 165313 Business Cards, Aug '25 100-195-623000 120.75 08/21/2025 SAN DIEGO GAS AND ELECTRIC 081425 (2) Utilities - Electric, 7/1/25 - 7/31/25 100-356-631400 13,555.05 08/21/2025 SAN DIEGO GAS AND ELECTRIC 081425 (2) Utilities - Electric, 7/1/25 - 7/31/25 100-356-631900 738.23 08/21/2025 THE BEE MAN 135369 Bee Removal, Jul '25 100-355-720701 185.00 08/21/2025 SAN DIEGO GAS AND ELECTRIC 081425 Utilities - Electric, 6/10/25 - 7/10/25 100-310-631100 11,515.25 08/21/2025 SAN DIEGO GAS AND ELECTRIC 081425 Utilities - Electric, 6/10/25 - 7/10/25 100-355-631000 11,684.16 08/21/2025 SAN DIEGO GAS AND ELECTRIC 081425 Utilities - Electric, 6/10/25 - 7/10/25 100-356-631400 2,441.09 08/21/2025 JENNIFER LOWE 081325 Reimburse, Interview Panelist Supplies, Aug '25
100-195-617000 75.00
08/21/2025 LAGUNA HILLS HIGH SCHOOL PTSA 081425 2026 Grad Night Contribution 100-155-695000 6,000.00 08/21/2025 LAGUNA HILLS HIGH SCHOOL PTSA 081425 2026 Scholarship Program 100-155-695000 2,000.00 08/21/2025 SOUTHERN CALIFORNIA EDISON 080625 - Acct #700234509668 Utilities - Electric, 6/2/25 - 6/30/25 100-356-631400 1,149.17 08/21/2025 SOUTHERN CALIFORNIA EDISON 080625 - Acct #700234509668 (2) Utilities - Electric, 7/1/25 - 7/31/25 100-355-631000 441.25 08/21/2025 SOUTHERN CALIFORNIA EDISON 080625 - Acct #700234509668 (2) Utilities - Electric, 7/1/25 - 7/31/25 100-356-631400 12,523.36 08/21/2025 SOUTHERN CALIFORNIA EDISON 080525 - Acct #700162476559 Utilities - Electric, 6/20/25 - 7/31/25 100-356-631400 1,321.26 08/21/2025 SOUTHERN CALIFORNIA EDISON 080525 - Acct #700162476559 (2) Utilities - Electric, 6/1/25 - 6/30/25 100-356-631900 4,167.27 08/21/2025 SOUTHERN CALIFORNIA EDISON 080625 - Acct #700234509668 Utilities - Electric, 6/2/25 - 6/30/25 100-355-631000 338.31 08/21/2025 IRVINE RANCH WATER DISTRICT 080425 Utilities - Water, 7/1/25 - 8/1/25 100-355-635000 272.21 08/21/2025 SOUTHERN CALIFORNIA EDISON 080425 - Acct #700697306974 Utilities - Electric, 7/2/25 - 8/3/25 100-355-631000 17.47 08/21/2025 SOUTHERN CALIFORNIA EDISON 080525 - Acct #700162476559 Utilities - Electric, 6/20/25 - 7/31/25 100-355-631000 100.36 08/21/2025 DESIGN PATH STUDIO 03 Laguna Housing Element, 6/10/25 - 6/30/25 100-225-700225 3,430.00 08/21/2025 BREAKTHROUGH SPORTS 061025 Little Kickers, Spring '25 100-310-721500 133.00 08/21/2025 MOULTON NIGUEL WATER DISTRICT 073125 Utilities - Water, 6/24/25 - 7/28/25 100-355-635000 14,205.00 08/21/2025 AT&T 000023731556 Traffic Signal, 6/6/25 - 7/5/25 100-356-630000 31.58 08/21/2025 AT&T 000023881296 Traffic Signal, 7/6/25 - 8/5/25 100-356-630000 31.58 08/21/2025 DIAMOND ENVIRONMENTAL

SERVICES, LP
0006345367 Build-A-Fort Restroom, 7/21/25 -
8/17/25
100-310-695500 910.73
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Cox, WiFi City Hall, 7/19/25 - 8/18/25 100-195-630000 182.62 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 (2)Cox, T-1 Comm Ctr, 6/17/25 - 100-195-630000 584.27 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 (2)Cox, WiFi City Hall, 6/19/25 - 7/18/25 100-195-630000 182.62 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Cox, T-1 Line Comm Ctr, 7/17/25 - 8/16/25
100-195-630000 584.27
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Cox, WiFi Comm Ctr, 6/28/25 -
7/27/25
100-195-630000 654.77
08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Cox, T-1 City Hall, 7/5/25 - 8/4/25 100-195-630000 845.31 Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025 Payment Date Vendor Name Payable Number Description (Item) Account Number 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Cox, Cable, City Hall, 6/10/25 - 100-195-630000 361.73 08/19/2025 US BANK CORPORATE PAYMENT

SYSTEMS
CalCard (8740) 08.06.25 Cox, Cable, City Hall, 7/10/25 - 100-195-630000 361.73

Page 38 of 609 ends

Amount
Fund 301 - CARITS Road Fee Program Fund Total: 1,981.50 Fund: 600 - Capital Improvement Projects Fund
08/21/2025 W.G. ZIMMERMAN ENGINEERING, 25-07-815 Engineer Services, CIP #168, Jul '25 600-000-490301 (1,981.50) 8/28/2025 9:17:18 PM Page 6 of 9
08/21/2025 CHARLES ABBOTT ASSOCIATES, INC 69222 - B (CIP 104) Road Maintenance, Jul '25 212-355-720400 3,951.29 08/21/2025 SCA OF CA, LLC CA25001149 Street Sweeping Services, Jul '25 212-355-720410 16,283.32 Fund 212 - Measure M2 Fund Total: 50,202.69
Fund: 301 - CARITS Road Fee Program Fund
08/21/2025 W.G. ZIMMERMAN ENGINEERING, 25-07-815 Engineer Services, CIP #168, Jul '25 301-000-790600 1,981.50 08/21/2025 DMS FACILITY SERVICES, LLC STL-003481 Landscape Services, May '25 100-355-720700 4,657.50 08/28/2025 HIGH LEVEL SECURITY SOLUTIONS,
INC.
5967 Private Security Patrol, 8/11/25 -
8/24/25
100-420-720850 7,308.00
Fund 100 - General Fund Total: 313,188.95
Fund: 212 - Measure M2 Fund
08/21/2025 CHARLES ABBOTT ASSOCIATES, INC 69222 Road Maintenance, Jul '25 212-355-720400 29,968.08 08/21/2025 DMS FACILITY SERVICES, LLC STL-003476 Landscape Services, Apr '25 100-355-720700 1,214.00 08/21/2025 DMS FACILITY SERVICES, LLC STL-003477 Landscape Services, Jul '25 100-355-720700 139.38 08/21/2025 DMS FACILITY SERVICES, LLC STL-003478 Landscape Services, Jul '25 100-355-720700 292.49 08/21/2025 DMS FACILITY SERVICES, LLC STL-003467 Landscape Services, Jul '25 100-355-720700 219.14 08/21/2025 DMS FACILITY SERVICES, LLC STL-003468 Landscape Services, Jul '25 100-355-720700 226.02 08/21/2025 DMS FACILITY SERVICES, LLC STL-003469 Landscape Services, Jul '25 100-355-720700 349.15 08/21/2025 DMS FACILITY SERVICES, LLC STL-003463 Landscape Services, Jul '25 100-355-720700 349.15 08/21/2025 DMS FACILITY SERVICES, LLC STL-003464 Landscape Services, Jul '25 100-355-720700 129.97 08/21/2025 DMS FACILITY SERVICES, LLC STL-003466 Landscape Services, Jul '25 100-355-720700 129.97 08/21/2025 DMS FACILITY SERVICES, LLC STL-001788 Landscape Services, Dec '24 100-355-720700 230.03 08/21/2025 DMS FACILITY SERVICES, LLC STL-002490 Landscape Services, Apr '25 100-355-720700 2,460.00 08/21/2025 DMS FACILITY SERVICES, LLC STL-003462 Landscape Services, Jul '25 100-355-720700 359.80 08/21/2025 COUNTY OF ORANGE, NPDES PW260114 NPDES Water Quality Ordinance, FY 25/26
100-355-696000 721.61
08/21/2025 MARTIN LOCK AND SAFE CO. Q94816 Padlocks, Apr '25 100-355-720701 334.03 08/21/2025 COUNTY OF ORANGE SH 71969 Fingerprint ID System Charges, Jul '25 100-420-720835 908.00 08/21/2025 ORANGE COUNTY TREASURER-TAX

COLLECTOR
JUL 25 Parking Fee Surcharge, Jul '25 100-420-720823 3,111.00 08/21/2025 NASSER KAVEH LH010010031 Refund, Citation #LH010010031 100-000-460100 42.00 08/21/2025 KAREN VELAZQUEZ LH010010145 Refund, Citation #LH010010145 100-000-460100 42.00 08/21/2025 MUNISERVICES, LLC INV06-019985 Professional Services, ACFR 100-155-700050 2,940.00 08/21/2025 P. W. GILLIBRAND CO., INC. INV269574 Volleyball Sand, Santa Vittoria Park 100-355-720701 1,058.78 08/21/2025 P. W. GILLIBRAND CO., INC. INV269597 Volleyball Sand, Santa Vittoria Park 100-355-720701 2,096.58 08/21/2025 PARAGON ROOFING INC. BLDR-0184-2025 Refund, C&D Deposit, REC-015010- 2025
100-000-227001 780.00
08/21/2025 SCA OF CA, LLC CA25001149 Street Sweeping Services, Jul '25 100-355-720401 503.44 08/21/2025 PAPER DEPOT IN21928 Destruction Bin, Aug '25 100-155-700030 67.00 08/21/2025 RJ ELECTRIC 79078 City Hall Conference Room
Improvements, Jul '25
100-355-720401 3,780.00
08/21/2025 KDM MERIDIAN 9458 Map Checking Services, Aug '25 100-355-700000 3,140.00 08/21/2025 FOSTER DESIGN GROUP

CONSULTING ENGINEERS INC
9888 Community Center Electric Upgrade,
CIP #513
100-000-790600 2,580.00
08/21/2025 JAMEY CLARK, INC. 76674 Park Repairs, Public Works, Aug '25 100-355-720701 827.00 08/21/2025 JAMEY CLARK, INC. 76711 City Hall Cabinet Removal, Aug '25 100-355-720401 489.20 08/21/2025 JAMEY CLARK, INC. 76727 Community Center Bench Replacement, Aug '25
100-355-720701 2,450.00
08/21/2025 CHARLES ABBOTT ASSOCIATES, INC 69222 - A (July 4th Event) July 4th Event Support & Water 100-310-695508 8,725.56 08/21/2025 CHARLES ABBOTT ASSOCIATES, INC 69222 - C (Work Order 11997) Road Maintenance, Jul '25 100-355-720401 116.90 08/21/2025 UNDERGROUND SERVICE ALERT OF

SO CALIFORNIA
720250394 Ticket Charges, Jul '25 100-355-720401 88.00
08/21/2025 SADDLEBACK VALLEY UNIFIED

SCHOOL DISTRICT
44930 Hosting Fee for July 4th Fireworks, Jul
'25
100-310-695508 405.00
08/21/2025 BILL'S SOUND AND SECURITY 46538 Passcode Change, Jul '25 100-310-630000 65.00 08/21/2025 CROSSTOWN ELECTRICAL AND DATA,
INC.
5785 - 5832 Traffic Signal Maintenance, Jul '25 100-356-720420 13,609.31 Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025 Payment Date Vendor Name Payable Number Description (Item) Account Number 08/21/2025 TOTAL SOURCE OFFICEWORKS 39143 Operating Supplies, Jun '25 100-195-622000 79.71 08/21/2025 TOTAL SOURCE OFFICEWORKS 39741 Operating Supplies, Aug '25 100-155-622000 422.36

Page 39 of 609 ends

Amount
Fund 600 - Capital Improvement Projects Fund Total: -
Grand Total: 365,373.14
8/28/2025 9:17:18 PM Page 7 of 9
08/21/2025 W.G. ZIMMERMAN ENGINEERING, 25-07-815 Engineer Services, CIP #168, Jul '25 600-251-950168 1,981.50 08/21/2025 FOSTER DESIGN GROUP

CONSULTING ENGINEERS INC
9888 Community Center Electric Upgrade,
CIP #513
600-000-490100 (2,580.00)
08/21/2025 FOSTER DESIGN GROUP

CONSULTING ENGINEERS INC
9888 Community Center Electric Upgrade,
CIP #513
600-255-950513 2,580.00
Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025 Payment Date Vendor Name Payable Number Description (Item) Account Number

Page 40 of 609 ends

100-355-720701 Parks Maintenance & Repairs 7,796.61
100-355-720730 Annual Weed Abatement 14,844.46
100-355-910000 Furniture & Equipment 1,083.47
100-356-630000 MOE - Communications 63.16
8/28/2025 9:17:18 PM Page 8 of 9
100-355-646100 Vehicles - Fuel & Maintenance 226.41
100-355-696000 NPDES Permits & Fees 721.61
100-355-700000 Professional Services 3,140.00
100-355-700250 On-Call Engineer Services 9,208.70
100-355-720401 Other Public Works Maintenance 5,527.95
100-355-720700 Landscape Maintenance 13,185.77
100-355-611000 Training, Conferences, & 177.00
100-355-622000 Operating Supplies 43.02
100-355-630000 Communications 464.09
100-355-631000 Utilities - Electric 12,581.55
100-355-635000 Utilities - Water 14,477.21
100-355-645500 Facility Maintenance & Repairs 5,465.64
100-310-646100 Vehicles - Fuel & Maintenance 304.53
100-310-695500 Special Events - Program Services 5,746.91 100-310-695508 July Fourth Celebration 9,130.56
100-310-695513 Concerts 207.35
100-310-721500 Contract Services - Programs 133.00
100-310-910000 Furniture & Equipment 2,974.98
100-225-700225 Housing Element 3,430.00
100-310-610000 Memberships & Subscriptions 1,255.91
100-310-611000 Training, Conferences, & 742.52
100-310-622000 Operating Supplies 188.52
100-310-630000 Communications 65.00
100-310-631100 Utilities - Electric (Community 11,515.25 100-195-630000 Communications 3,841.32
100-195-700090 IT Contract Services & Support 560.00
100-195-940000 Computer Hardware 40,353.61
100-225-610000 Memberships & Subscriptions 656.84
100-225-611000 Training, Conferences, & 2,429.47
100-225-646100 Vehicles - Fuel & Maintenance 241.97
100-155-700030 Professional Services - City Clerk 67.00 100-155-700050 Professional Services - Financial 2,940.00 100-155-910000 Furniture & Equipment 2,520.96
100-195-617000 Recruitment 4,488.25
100-195-622000 Operating Supplies 2,627.01
100-195-623000 Printing & Mailing 120.75
100-155-610000 Memberships & Subscriptions 340.00
100-155-611000 Training, Conferences, & 2,700.00
100-155-611001 Staff Development & Team 138.83
100-155-622000 Operating Supplies 707.51
100-155-695000 Community Assistance & Public 10,080.00
100-155-700011 Legal Services - Litigation 37,680.00
301 - CARITS Road Fee Program Fund 1,981.50
600 - Capital Improvement Projects Fund -
Grand Total: 365,373.14
Account Summary
Account Number Account Name Payment Amount
100-000-227001 Security Deposit - Waste 780.00
100-000-460100 Parking Citations 84.00
100-000-790600 Transfers Out to Capital 2,580.00
Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025 Report Summary
Fund Summary
Fund Payment Amount
100 - General Fund 313,188.95
212 - Measure M2 Fund 50,202.69

Page 41 of 609 ends

Grand Total: 365,373.14
Project Account Summary
Project Account Key Payment Amount
**None** 365,373.14
Grand Total: 365,373.14
8/28/2025 9:17:18 PM Page 9 of 9
212-355-720410 Street Sweeping 16,283.32
301-000-790600 Transfers Out to Capital 1,981.50
600-000-490100 Transfers In from General Fund (2,580.00) 600-000-490301 Transfers In from CARITS Road (1,981.50) 600-251-950168 Traffic Signal Improvements 1,981.50
600-255-950513 Community Center Renovation 2,580.00
100-420-622400 Emergency Preparedness 699.85
100-420-646100 Vehicles - Fuel & Maintenance 8,421.52
100-420-720823 Parking Citation Processing 5,529.99
100-420-720835 Fingerprint Identification Services 908.00 100-420-720850 Private Security Patrol 7,308.00
212-355-720400 Street Maintenance 33,919.37
Account Summary
Account Number Account Name Payment Amount
100-356-631400 MOE - Electric (Streetlights & 30,989.93 100-356-631900 MOE - Electric (On-Bill Financing) 4,905.50 100-356-720420 MOE - Traffic Signal Maintenance 13,609.31 100-420-610000 Memberships & Subscriptions 16.15
100-420-622000 Operating Supplies 162.00
Payables Detail Report Payment Dates: 08/15/2025 - 08/28/2025

Page 42 of 609 ends

Item No. 4.6
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: September 9, 2025
To: Mayor and Council Members
From: Joe Ames, Interim City Manager
Issue: Award of Public Works Construction Contract to GA Technical Services, Inc. for CIP 520, Community Center Electrical Improvements
Recommendation: That the City Council: 1. Award the Public Works Construction Contract for the Laguna Hills Community Center Electrical Upgrades Project, CIP No. 520, to the lowest responsive bidder, GA Technical Services, Inc., in the amount of $293,059.26; 2. Find that the Project is Categorically Exempt from the California Environmental Quality Act (CEQA), Class 1 Existing Facilities, pursuant to CEQA Guidelines, Section 15301; 3. Reject all other construction bids; 4. Reject the bid protest; and 5. Authorize the Interim City Manager to sign the Public Works Construction Contract with GA Technical Services, Inc.

Background:

On February 14, 2024, the Events, Communication, and Beautification Committee (ECBC) reviewed security lighting at the Laguna Hills Community Center, and specifically made a request to install side-throw lighting along the existing concrete walkway from the intersection of Community Center Drive/front parking lot entrances to Dinosaur Park and the baseball field entrance, up-lighting at the base of the slopes in front of the garden walls surrounding the picnic area, and up-lighting at the gazebo. In March 2024, Public Works began the process of putting together a scope of work for electrical improvements at the Laguna Hills Community Center, which included these improvements. Based upon input from City staff, it was determined by the Public Works Director that additional improvements at the Laguna Hills Community Center should include replacing and rehabilitating rusty electrical switchgear and the electrical equipment cabinet in the rear parking lot of the Community Center, fixing up to 89 inground "Christy" junction and electrical outlet boxes which have overheated in the

Page 43 of 609 ends

Item No. 4.6
past, and installing new conduit to hardwire a few existing security cameras which were not reliably connecting via WiFi.

With the scope of work defined, in April 2024, Public Works contacted Foster Design Group Consulting Engineers, Inc. (FDG) to inquire about the cost and needed Community Center record drawings necessary to develop plans and specifications for bidding this work. FDG is the preferred electrical, mechanical, and plumbing design subconsultant for Hattox Design Group, which has provided architectural design services to the City in the past for improvements at the Civic Center. During the May 14, 2024, City Council meeting, Public Works informally reported on the progress of this project after City Council members inquired about available FY2023/2025 capital improvement program biennial budget funds for this work. On May 22, 2024, City staff entered into a Professional Services Agreement with FDG to develop biddable construction plans and specifications for this project. One of the challenges encountered with this project was the lack of computer-aided drafting plans available from which to recreate site plans as the base sheet for the construction plans. In July 2024, FDG contacted City staff to determine lighting fixture types, spacing, and features desired to be incorporated into the plans. After informal consultation with ECBC members, ECBC members directed staff to proceed with choosing specific lighting fixtures. In September 2024, side-throw lighting and up-lighting fixtures were chosen, which can be found attached to Appendix B of the proposed bid documents, included with this agenda report. Throughout the period of October 2024 through April 2025, FDG worked to develop construction plans and specifications. Part of the process involved FDG retaining a licensed electrician familiar with the Community Center to review the existing electrical system, and to further identify specific replacements, repairs, and conduit paths needed to successfully design construction plans and develop specifications. In February 2025, City staff reviewed photometric plans showing how the proposed side-throw lighting fixtures would cast light on the walkway, and FDG reviewed San Diego Gas & Electric bills to verify the typical summer demand loads on the existing switchgear were within current California Electrical Code requirements. In April 2025, draft construction plans and specifications were delivered to City staff for review. Additional changes were made to the plans to reflect current conditions, and in June 2025, City staff developed the companion bid documents.

On July 8, 2025, the City Council approved the plans and specifications and authorized the advertisement for bids for the Laguna Hills Community Center Electrical Improvements Project, CIP No. 520.

Page 44 of 609 ends

Item No. 4.6
On August 11, 2025, bids were opened at City Hall. The results were as follows:

Bidder Bid Amount
Bid Bond
Present
Addendum No. 1
Acknowledged
Attended
Mandatory PreBid Meeting
GA Technical Services, Inc. $293,059.26 Yes Yes Yes
Empire Design & Build $330,000.00 Yes No Yes
Oppenheimer National $377,595.00 Yes Yes Yes
AMTEK Construction $425,333.00 Yes Yes Yes
Armstrong Cal Builders, Inc. $457,560.00 Yes Yes Yes
Minako America Corporation
dba Minco Construction
$741,600.00 Yes Yes Yes
On August 13, 2025, Oppenheimer National filed a formal bid protest to the bid from GA Technical Services, Inc.

On August 28, 2025, the City Attorney's office indicated to City staff that they found Oppenheimer National's bid protest without merit, and indicated the bid protest should be denied.

Accordingly, City staff recommend that the City Council award the Public Works Construction Contract to GA Technical Services, Inc. in the amount of $293,059.26, reject all other bids, and reject the bid protest.

Fiscal Impact:

The construction cost estimate for the project is $300,000. With the approval of the biennial capital improvement program budget for fiscal years 25/26 - 26/27 on June 10, 2025, the current available unencumbered balance in CIP No. 520, Community Center Electrical Upgrades is $300,000. The bid from GA Technical Services, Inc. is within the budget. Therefore, at this time, no budget appropriation is necessary to accommodate this project.

Attachments:

1. Proposed Construction Contract with GA Technical Services, Inc. for CIP 520

Page 45 of 609 ends

Page 46 of 609 ends

Page 47 of 609 ends

Page 48 of 609 ends

Page 49 of 609 ends

Page 50 of 609 ends

Page 51 of 609 ends

Page 52 of 609 ends

Page 53 of 609 ends

Page 54 of 609 ends

Page 55 of 609 ends

Page 56 of 609 ends

Page 57 of 609 ends

Page 58 of 609 ends

Page 59 of 609 ends

Page 60 of 609 ends

Page 61 of 609 ends

Page 62 of 609 ends

Page 63 of 609 ends

Page 64 of 609 ends

Page 65 of 609 ends

1774061.2 NB-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

NOTICE INVITING BIDS FOR CONSTRUCTION OF

COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT
CIP No. 520
NOTICE IS HEREBY GIVEN that sealed bids for the LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT, CIP No. 520, (“Project”) in the City of Laguna Hills will be received at the Office of the City Engineer of the 24035 El Toro Road, Laguna Hills, until 2:00 p.m. on Monday, August 11, 2025, at which time they will be publicly opened and read aloud.

MANDATORY PRE-BID MEETING: A mandatory pre-bid meeting will be held at the Project site on Tuesday, July 29, 2025 at 10:00 a.m. Site Address: 25555 Alicia Parkway, Laguna Hills, California 92653. Meet at the decorative staircase next to the soccer field across from the Community Center.

DESCRIPTION OF THE WORK: In general, the work is comprised of public works construction including Christy box replacements, electrical switchgear work, new ground-level lighting along the meandering pathway from the front parking lot to the playground, uplighting along the retaining wall and at the gazebo, new conduit to pull fiber optic cable to existing security cameras, and other miscellaneous improvements as shown on the plans and as required to complete the work.

AWARD OF CONTRACT: The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder, and reject all other bids, as it may best serve the interest of the City. Within three (3) business days of bid opening, contractor must submit a revised bid bond with numerical dollar values, both in words and with digits of bid amount. Within five (5) working days after the date of the Notice of Apparent Low Bidder, the successful bidder will be required to submit required Contract Agreement and Insurance.

Within ten (10) working days after the date of the Notice of Award, the successful bidder will be required to submit Bonds (Faithful Performance and Material and Labor) and Construction Schedule.

CONTRACTOR’S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A or Class B Contractor’s License, or a combination of Class C Contractor's Licenses as necessary to perform the work, at the time of submitting bids, in accordance with provisions of Chapter 9, Division III of the California Business and Professions Code.

WAGE RATE REQUIREMENTS: The wage rates applicable to this Project are the State of California Department of Industrial Relations prevailing rates of per diem wages. In accordance with the provisions of Sections 1773.2 of the California Labor Code, copies of the general prevailing rate of per diem wages as determined by the State Director of Industrial Relations are available at City Hall, which shall be made available to any interested party upon request, or on the Internet at the State Department of Industrial Relations website (www.dir.ca.gov) under Statistics and Research. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any subcontractor to pay not less than said specified rates to all workers employed by them in the execution of the contract. A copy of said rates shall be posted at each job site during the course of construction. The Contractor and all subcontractors shall comply with all provisions of the California Labor Code relating to prevailing wage rates, including Sections 1770–1781.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Department of Industrial Relations shall monitor and enforce compliance with applicable prevailing wage requirements for the contract. The reporting requirements may be found at https://www.dir.ca.gov/Public-Works/Contractors.html. The Contractor is responsible for complying with all requirements of the Department of Industrial Relations, including filing electronic payroll reports.

A contractor or subcontractor will not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work on a public works project unless registered with the Department of Industrial Relations

Page 66 of 609 ends

pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payments by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. If the Contractor chooses not to exercise its rights under Public Contract Code Section 22300, the full five percent (5%) retention will be deducted from all payments.

The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion, if no stop notices have been filed. The City may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the City.

OBTAINING OR INSPECTING CONTRACT DOCUMENTS: Contract Documents may be inspected without charge at the Public Works Department, City Hall, 24035 El Toro Road, Laguna Hills, California 92653. Contract Documents are available in portable document form (PDF) on the City's website https://lagunahillsca.gov/bids.aspx. It is the contractor's responsibility to ensure they are on the City's Plan Holder's List and they obtain any addendums or clarifications that are issued by the City on the City's website prior to submitting a bid. For any questions regarding acquisition of Contract Documents, contact Julie Comella at [email protected].

Dated this 10th day of July 2025.

Published: Saddleback Valley News
1774061.2 NB-2
BY --c-+--------------- J EN NI
24035 oro Road
Laguna Hills, CA 92653
LH 6909-01/2023

Page 67 of 609 ends

BIDDER'S NAME: GA Technical Services, Inc.

CITY OF LAGUNA HILLS

PROPOSAL
FOR

LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT CIP No. 520
TO CITY OF LAGUNA HILLS, as CITY:

In accordance with CITY'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, Plans, Standard Specifications, Notice Inviting Sealed Bids, Instructions to Bidders, Proposal Documents, General Specifications, Special Provisions and Contract Documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY 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 will result in forfeiture to CITY of the Bid Security accompanying this proposal.

BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Proposal Bid Sheet are solely for the purpose of comparing bids, and that final 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 it is aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and that the Bl DOER will comply with such provisions of that code before the commencement of any work under this Contract, if awarded.

BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any CITY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that this proposal is in all respects fair and without collusion or fraud.

BIDDER certifies that affirmative action has been taken to seek out and consider disadvantaged business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been carefully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. 1774061.2 P-1 LH 6909-01 /2023

Page 68 of 609 ends

Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.

BIDDER'S NAME: GA Technical Services, Inc.

BIDDER'S ADDRESS: 1157 E Arrow Hwy, Ste 2
Glendora, CA 91740
PHONE: (909)_9_8_1-_8_60_0_0 _ _ _ _ _
Subscribed and sworn to before me
this~ day of..,.A=ug,_u_s1 __ 1+--' _20_25_
(Attach Jurat)
(SEAL)
177406 1 2 P-2
DATE: August 8th , 2025
TITLE:_ Vice President
LH 6909-0 1 /2023

Page 69 of 609 ends

A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate
is attached, and not the truthfulness, accuracy, or
valid it of that document.

State of California
County of Los Angeles
proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me.
(Seal)

SANDRA CERVANTES '
COMM. #2511470 z
Notary Public • California ~
Los Angeles County -
0 M Comm.Ex ires Mar.1, 2029 c) /1 --n'-- - -
Signature~

Page 70 of 609 ends

State of California
County of Los Angeles
Subscribed and sworn to (or affirmed) before me on this 6-t,\ dL~~eo~a c~~i~r-- , 20 25 , by _ _ _ _ ___ _ _
proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me.
(Seal)
SANDRA CERVANT{S '
COMM. #2511470 z
Notary Public • California ~
Los Angeles County ..

M Comm. E• '"' Ma,. 1, 2029 C\ . /7 D
Signature C)QLiJ.-Ydg - ---:tt-- - -

Page 71 of 609 ends

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

Bidder's Name: GA Technical Services, Inc.

Business Address: 1157 E Arrow Hwy, Ste 2, Glendora, CA 91740 Email: [email protected] Telephone:( 909 ).....:9:...::8'-'1--' -8:...::6:...:: 0=0 _____ _ _ State Contractor's License No. and Class: 816080, Class B, C-7, C-10 Original Date Issued: 12120/2002 Expiration Date: 12/31/2026 The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:

Frank Cervantes, President, 1157 E Arrow Hwy, Ste 2, Glendora, CA 91740 - (909) 227-6492 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows:

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

N/A
Subscribed and sworn to before me
this~ day of August , 2025
(SEAL)
1774061.2
SAN.ORA CERVANTES • \
COMM.#2511470 z
Notary Public - California ~
Los Angeles County - '\.£~~v M Comm. Ex ires Mar. 1, 2029 P-3
BY: Frank Cervantes
(Print Name)
TITLE:_ President
LH 6909-0 l /2023

Page 72 of 609 ends

State of California
County of Los Angeles
Subscribed and sworn to (or affirmed) before me on this _o~" l2~ - dF~~no~ c~~~fe\ , 20 25 , by ________ _
proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me.
(Seal)
• SANDRA CERVANTES 1
COMM. #2511470 z
Notary Public • California ~
Comm. Los Angeles E, i,,s County Ma,. 1 21129 .... 0 /l J Signature C::>~ - -o,~-<;--- - - •

Page 73 of 609 ends

BIDDER'S NAME: GA Technical Services, Inc.

LIST OF SUBCONTRACTORS (4100 PUBLIC CONTRACT CODE)
BIDDER proposes to subcontract certain portions of the work, and to procure materials and equipment from suppliers and vendors in excess of ½ of 1 % of the total bid amount or ten thousand dollars ($10,000), whichever is greater as follows (add additional pages as necessary) (Bidder must include all requested information):

Subcontractor Name: NONE
--------------------------- Address: _____________________________ _ License No. and Class: _________________________ _
DIR Registration No.: _________________________ _
Phone No.: ___________ _ Email: ______________ _
Percent of Total Contract: ___ _____________________ _
Specific Scope of Work: ________________________ _
Subcontractor Name: __________________________ _
Address: ______________________________ _
License No. and Class: -------------------------- DIR Registration No.: ____________________ _____ _ Phone No.: ___________ _ Email: ______________ _
Percent of Total Contract: ________________________ _
Specific Scope of Work: ________________________ _
Subcontractor Name: __________________________ _
Address: _____________________________ _
License No. and Class: _________________________ _
DIR Registration No.: _________________________ _
Phone No.: ___________ _ Email: ______________ _
Percent of Total Contract: ________________________ _
Specific Scope of Work: _________________________ _
Subcontractor Name:

Address: ______________________________ ---------------------------_ License No. and Class: _________________________ _
DIR Registration No.: __________________________ _
Phone No.: ___________ _ Email: ______________ _
Percent of Total Contract: ________________________ _
Specific Scope of Work: _________________________ _
1774061.2 P-4 LH 6909-01 /2023

Page 74 of 609 ends

BIDDER'S NAME: GA Technical Services, Inc.

REFERENCES
The BIDDER shall provide the names, addresses, phone numbers, and e-mail addresses of three (3) references for which BIDDER has performed similar work within the past three years, with at least two (2) references being public agencies. Failure of the BIDDER to list the required references in the bid proposal, or the subsequent inability of the CITY to verify any provided references, shall result in the BIDDER being deemed non-responsive.

Agency Name: Los Angeles County Sheriff Department
Address: 1100 N. Eastern Ave., Los Angeles, CA 90063
Phone No. : 562-706-7527 Contact: Jose Avila ---------------- Des c rip ti on of Work: Medium Voltage Electrical Installation Agency Name: City of West Hollywood
Address:8300 Santa Monica Blvd West Hollywood, CA 90069 Phone No.: 323-848-6857 Contact: Davie Gonzalez - - -------- ------ Des c rip ti on of Work: Citywide Electrical Services and Lighting Inspections Agency Name: Department of Motor Vehicles
Address: 2415 First Avenue., Sacramento, Ca 95818
Phone No.: 916-657-8398 Contact: David Haro ---------------- Des c rip ti on of Work: Maintenance/Installation Contract-Data and all Electrical Services

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:

Name: Tokio Marine HCC, U.S. Specialty Insurance Company Address: 1 MacArthur Place, Suite 550, Santa Ana, CA 92707 Phone No.: 213-233-0465 Contact: Martha Barreras ------ ---------- Name: __ -,-_____________________________ _ Address: ______________________________ _
Phone No.: _________ _ Contact: _______________ _
Name: ________________________________ _
Address: ______________________________ _
Phone No.: _________ _ Contact: _ _ _____________ _
Name: ________________________________ _
Address: ______________________________ _
Phone No.: _________ _ Contact: ______________ _ _
1774061.2 P-5 LH 6909-01 /2023

Page 75 of 609 ends

CONTRACTOR'S LICENSING STATEMENT
BIDDER certifies that the following is true and correct. The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.

Contractor's License Number: 816080
--------------- DIR Registration No.:_1_0_00_0_0_1_o_so _____________ _ Name of Individual Contractor (Print or type):

Signature of Owner(s): ___________ _
Business Address: --------------------------- 0 r
Name of Company: __________________________ _
Business Address: --------------------------- 0 ff ice rs:

Name: _______ _____ ___ _ Title: ____________ _
Name: _______________ _
Name: _______________ _
or
Name of Corporation: GA Technical Services, Inc.

Title: ____________ _
Title: ____________ _
Business Address: 1157 E Arrow Hwy, Ste 2, Glendora, CA 917 40 Corporation organized under the laws of the State of: California Frank Cervantes Lorena Cervantes
Name of President of Corp./ Company Name of Secretary of Corp./ Company Subscribed and sworn to before me
this ~ day of August , 20 25
SANDRA CERVANTES l TITLE:_ President
(SEAL)
I 774061.2 P-6 LH 6909-01 /2023

Page 76 of 609 ends

State of California
County of Los Angeles
Subscribed and sworn to (or affirmed) before me on this s+v' dF~~no~ Ce~ i >r , 20 25 , by ____ _ ___ _
proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me.
(Seal)
SANDRA CERVANTES l
COMM. #2511470 z
Notary Public • California ~
Los Angeles County ... M Comm. Ex ires Mar, 1, 2029

Page 77 of 609 ends

Page 78 of 609 ends

Page 79 of 609 ends

Page 80 of 609 ends

Page 81 of 609 ends

Page 82 of 609 ends

Page 83 of 609 ends

Page 84 of 609 ends

BIDDER'S NAME: GA Technical Services, Inc.

NON-COLLUSION AFFIDAVIT TO BE EXECUTED

BY BIDDER AND SUBMITTED WITH BID

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss

CITY OF LAGUNA HILLS )
In conformance with Public Contract Code Section 7106, the party making the foregoing bid declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that 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 fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that 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, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, 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.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on August 8, 2025 (date], at Glendora (city], Califor [state]."
Signe
Subscribed and sworn to before me
this 8th day of AU st , 20 25.
'
(SEAL)
1774061.2
0 SANDRA CERVANTES '
COMM. #2511470 z Notary Public - California ~
Los Angeles County .... M Comm. Ex ires Mar. I, 2029
LH 6909-01 /2023

Page 85 of 609 ends

State of California
County of Los Angeles
Subscribed and sworn to (or affirmed) before me on this ?5'ft\ i~~no~ Ce~(~~\- , 20E_, by _ ______ _ _
proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me.

SANDRA CERVANTES '
COMM. #2511470 z , Notary Public • California ~
Los Angeles County -
(Seal)
M Comm. & lresMar,1.2'"' r n ~ -
S1gnatur~=· - J-/..J~l_ cr ~...,._- ~ -+----

Page 86 of 609 ends

Item
1 2
3 4
5 1774061.2
ADDENDUM No. 1

CITY OF LAGUNA HILLS

PROPOSAL BID SHEETS
FOR

LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT CIP No. 520
Est. Unit
Description Quantitv Units Price
Mobilization (5% max of Total) 1 LS 12 236.0C
Replace Existing Damaged NEMA 3r Exterior 2
Cabinet at Musco Relay System And Pour New
EA 6,019.00
3"H. Concrete Housekeeping Pad; Blow and
Vacuum Clean All Other Electrical Panels and
Equipment Occurring Inside the Nema 3r
Enclosure. This Scope Shall Include Rust
Removal and Repainting Equipment Covers
with Rust Inhibitor or Protective Coatings. Refer
To Notes and Specifications on Sheet E-3 For
Additional Requirements That Shall Be a Part of
This Base Bid. (Plan Note 1 ).

Remove and Replace Existing in Grade 89 EA 1,200.16
Concrete Utility Boxes, (Including Concrete
Covers), all Digging and/or Trenching Plus all
Work Required to Ensure Box Stability and
Water Displacement; Perform Resistance
Testing of Wiring Where it Has Been Subjected
to Water. Extend Concrete from Existing
Sidewalk Around Vault to Wrap Around Newly
Installed Utility Boxes. Replace Standard Wire
Nuts Connections with Resin Sealing Packs
Where Needed. Refer To Notes and
Specifications on Sheet E-3 For Additional
Requirements that Shall Be a Part of This Base
Bid. (Plan Note 2).

Furnish and Install New Above Ground 23 EA 1,319.40
Watertight LED Pathway Light Fixture with Side
Throw Distribution and Integral Multi-Tap 0-10
Volt Driver. Fixture shall be Installed on a
Concrete Footing within Landscaping Along
Pathway at 20' Centers. Provide Complete with
all Required Mounting Hardware. Color to be
Selected. (Plan Note 3). Manufacturer: INTERLUX #AE3.8-E59950/E59166 (No Substitutions). See Aooendix B
Furnish and Install New Above Ground 7
Watertight LED Wallwash Fixture with Wallwash
EA 1,664.14
Optics, Tamper Resistant Stainless-Steel
Hardware, and Integral Multi-Tap 0-10 Volt
Driver. Fixture shall be Installed on a Concrete
Footing in Sloped Landscaping with a Weather
Resistant Rab 'Miqhtv Post' for the Illumination
Total
Cost
12,236.00
12,038.00
106,814.24
30,346.20
11,648.98
P-10 LH 6909-01/2023

Page 87 of 609 ends

ADDENDUM No. 1
of Low Wall. Provide Complete with all Required
Mounting Hardware. Color to be Selected. (Plan
Note 4). Manufacturer: BK LIGHTING #1394-
YO-LED-TR-X133-WW-X-CS-0-10 (No
Substitutions). See Aooendix B.
6 Furnish and Install New Above Ground 5 EA 1,703.00 8,515.00 Watertight LED Uplight Fixture, with Half Shield
and Integral Multi-Tap 0-10 Volt Driver. Fixture
shall be Installed on a Concrete Footing with a
Weather Resistant Rab 'Mighty Post', Located
in Plater Area at South Side of Gazebo. Provide
Complete with all Required Mounting Hardware.

Color to be Selected. (Plan Note 5).

Manufacturer: VISTA LIGHTING #1045-X-WF40-B-MV-HS (No Substitutions). See Appendix B.
7 Trench, Sawcut, and/or Bore Saw as Needed to 1 LS 13,113.00 13,113.00 Provide New Underground Homerun into Panel
Located within the Maintenance Building or
Other Location. Refer to Underground Conduit
Notes on Sheet E-3 for Additional
Reouirements. (Plan Note 6).
8 Furnish and Install New Minimum 3/4" 1 LS 9,990.00 9,990.00 Underground PVC Conduit With 2#10 and 1#10
CU. Ground. Trench and Sawcut as needed for
a Minimum Depth of 18". (Plan Note 7).
9 Field Verify the Physical Condition of Each 5 EA 1,566.20 7,831.00 Existing Pedestal Mounted NEMA 3R Self
Contained Power Centers with Existing
Transformer and Branch Circuit Breakers and
Provide the Simple Maintenance Described in
Notes on Sheet E-3. (Plan Note 8).
10 Remove and Replace Existing Exterior Power 1 EA 14,292.00 14,292.00 Center 'RR' Switchgear and Breakers and
Extend Existing Concrete Housekeeping Pad.

Pour New Housekeeping Pad Under New
Cabinet (After Removal of Existing, Before
Replacement with New to Gain More Distance
from Ground Level Debris that likely Caused
Intensified Rusting of Original. Scope shall
Include Replacement Outdoor Musco StandAlone Cabinet Only, (No New Relays). Use Wire Brush and/or Grinder Sanding Attachments to
Remove Rust from Bottom of Main/Meter
Switchgear. Apply Rust Deterrent to Exposed
Metals after Sufficient Removal, Prime and
Paint with Close Match Spray Paint.
(Plan Note 9).
11 Furnish and Install New 12"W X 18"L X 12"D 19 EA 412.16 7,831.04 NEMA 3R Pull Box at Base of Each Existing Wireless Security Camera Pole And (1) 3/4"
EMT Conduit Riser Surface Mounted on Pole
1774061.2 P-11 LH 6909-0 I /2023

Page 88 of 609 ends

ADDENDUM No. 1
Exterior to Camera, (Assuming +16'). Refer To
Site Plan for Underground Conduit Size
Between Poles and Conduits into Comm
Cabinets Located in Maintenance Room. (Plan
Note 10).
12 Furnish and Install New Below Grade Pull Box 1 LS t23,098.00 23,098.00 for Every 400' of Straight Runs, at Every 90
Degree Bend and where there are more than
Two 45 Degree Bends. Install New 2" PVC
Underground to New Concrete In-Ground Pull
Boxes and 1-1/4" PVC from New Large InGround Pull Boxes to Nearby Camera Locations. Exact Conduit and Pull Box Size
shall be Carefully Coordinated and Confirmed
with the City's Security Vendor. Route in
Common Trench with Lighting System Conduits
Wherever Possible. Refer to Electrical Plan
Note #6 and Underground Conduit Notes on E-3
for Additional Installation Requirements. Install
Pull Line Inside all New Conduits for Cameras.
(Plan Note 15).
13 Furnish and Install New Below Grade Pull Box 1 LS R3,098.oo 23,098.00 for Every 400' of Daisy Chained Conduits, at
Every 90 Degree Bend and where there are
more than Two 45 Degree Bends. New 2" PVC
Underground to New Concrete In-Ground Pull
Boxes and 1-1/4" PVC from New Large InGround Pull Boxes to Nearby Camera Locations. Exact Conduit and Pull Box Size
shall be Carefully Coordinated and Confirmed
with the City's Security Vendor. Route in
Common Trench with Lighting System Conduits
Wherever Possible. Refer to Electrical Plan
Note #6 and Underground Conduit Notes on E-3
for Additional Installation Requirements. Install
Pull Line Inside all New Conduits for Cameras.
(Plan Note 16).
14 Furnish and Install New 17"W X 30"L X 18"D 3 EA 3,263.00 9,789.00 Below Grade Concrete Pull Box with
Removable Cover and Quantity of KO's
Required for the Number of Conduits Indicated.

Exact Size shall be Confirmed with City's
Securitv Vendor. (Plan Note 17).
15 Restore Decorative Sidewalk to Match Existing 10
Conditions. Color and Material Carefully
SF 241 .90 2,419.00
Coordinated and Confirmed with the City.
1774061 2 P-12 LH 6909-0 I /2023

Page 89 of 609 ends

ADDENDUM No. 1
TOTAL BID IN FIGURES: $ 293,059.26 - ----- --- TOTAL BID IN WORDS:
_T_w_o_H_u_nd_r_e_d_N_i_n_e ...... ty_-T_h_r_e_e_T_h_o_u_s_a_n_d_F_ifl ....... Y..____N_in_e ______ DOLLARS AND Twenty Six CENTS.

NOTE: THE ESTIMATED QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND ARE TO BE USED ONLY AS COMPARISON OF BIDS. PAYMENT FOR QUANTITIES WILL BE MADE FOR ACTUAL MATERIALS USED ON THE JOB. THE CITY RESERVES THE RIGHT TO

INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ALL OR ANY ITEM FROM THE CONTRACT. IF THERE IS A CONFLICT BETWEEN THE UNIT PRICE PROVIDED AND TOTAL COST, THE UNIT PRICE SHALL PREVAIL. IF THERE IS A CONFLICT BETWEEN THE "TOTAL BID FIGURES" AND THE "TOTAL BID IN WORDS", THE "TOTAL BID IN WORDS" SHALL PREVAIL.
177406 1.2 P-13 LH 6909-0 l /2023

Page 90 of 609 ends

CITY OF LAGUNA HILLS

PROPOSAL BID SHEETS
FOR

LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT CIP No. 520

PROPOSAL
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all forenamed principals this~ day of August , 20 25 .

BIDDER _ _ G_A_ T_e_ch_n_ic_a_l_S_e_rv_i_ce_s_,_ln_c_. ___________ _ BY: Ff3!.Q.k Cervan~
(Print Name)"
(Attach Jurat) TITLE: _ _ P_re_si_de_nt _______ _
SANDRA chvAN'TES l
COMM. #2511470 z
(SEAL) Notary Public • California ~
Los Angeles County - ~~v M Comm. Ex ires Mar. 1, 2029
CITY acknowledges that this proposal was received and opened at the time and in the place specified, and that it was ceempaA·ed by the required guarantee in the minimum amount often percent (10%) of th t I bid.

By: Frank Cervante
Title: President
1774061.2 P-14 LH 6909-0 I /2023

Page 91 of 609 ends

State of California
County of Los Angeles
Subscribe,.{1 and sworn to (or affirmed) before me on this i 1Y'- day of .t1Vc.,v5.\ , 20 25 , by Frank Cervarites - --------- proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me .
(Seal)
• SAN.ORA CERVANTES * '
COMM. #2511470 z
Notary Public • California ~
M Comm.

Los Angeles
Ex Ires
County
Ma,, l 2029 ... ~
0 11
S~n~ura ~

Page 92 of 609 ends

BIDDER'S NAME: GA Technical Services, Inc.

BIDDER'S CERTIFICATION FOR

ACKNOWLEDGEMENT OF COMPLIANCE WITH INSURANCE

REQUIREMENTS FOR PUBLIC WORKS CONSTRUCTION

CITY OF LAGUNA HILLS
BIDDER agrees, acknowledges and is fully aware of the insurance requirements as specified in the INSTRUCTIONS TO BIDDERS FOR LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT, CIP No. 520 AND IN THE SPECIAL PROVISIONS FOR LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT, CIP No. 520 accepts all conditions and requirements contained therein.
1774061.2
GA Technical Services, Inc.

Bidder
Frank Cervantes, President 08/08/2025
Date
***- SUBMIT THIS EXECUTED FORM WITH THE BID
P-15 LH 6909-0 J /2023

Page 93 of 609 ends

CITY OF LAGlTNA HILLS
August6,2025
SUBJECT: Addendum No. 1 to CIP 520, Laguna Hills Community Center Electrical Upgrades Project
To All Bidders:

This Addendum No. 1 is being issued for the subject bid documents. The following responses are issued to clarify questions received during the bidding period.

Question: What is the engineer's estimate for the project? Response: $300,000
Question: What is the anticipated start of the project? Response: September 2025.

Question: Does the city have a soils report on file?
Response: No current soils report is available.

Question: Are all new lighting fixtures controlled by LCP, photo cell, or timer? Was a lighting control panel (LCP) included in the plans?
Response: No new lighting control panel is included in the plans. All new lighting fixtures are specified with 0-10V dimming drivers, compatible with various control strategies. Existing lighting control infrastructure, including a control cabinet located within the Maintenance room of the Snack Bar and Restroom building, including the existing PEC, is expected to be reused. If new timeclock or photocell control is required, it shall be field coordinated with the City and submitted separately for approval.

Question: Please provide details including size, brand, and lid type for the in-ground pull boxes.

Response: All in-ground pull boxes shall be manufactured by Oldcastle/Christy, with concrete construction and traffic and/or pedestrian-rated covers capable of a minimum vertical test load of 350 pounds per square foot. The typical box size is 17-1/2" x 12-1/2" x 12-1/2" The standard box size for security pull boxes, (Sheet E-2, Note 17), shall instead be 17" x 30" x 12" deep. Lid type: Concrete, removable. Knockouts and conduit entries shall be field coordinated based on routing and installation needs.

Question: Please provide a concrete base detail for the new lighting fixtures.

Response: Concrete bases shall be field coordinated per manufacturer recommendations. Notes on Sheets E-2 and E-3 specify concrete footings for all new fixtures (Types FX-A, FX-B, FX-C), typically using RAB "Mighty Post" or equivalent weather-resistant supports. Final dimensions and rebar, if required, shall be per manufacturer's installation guidelines. A typical base detail is not included in the bid set and shall be submitted for approval prior to installation.

Question: Does the City have manufacturer records, model types, and numbers for existing switchgear, power centers, and Musco cabinets requiring reconditioning? 24035 El Toro Road •Laguna Hills, California 92653 • (949) 707-2600 • FAX (949) 707-2633 Website: www.lagunahillsCA.gov

Page 94 of 609 ends

August 6, 2025
Addendum No. 1 to Notice Inviting Bids and Specifications for Laguna Hills Community Center Electrical Upgrades Project

Page 2 ends

Response: Other than the Main Switchboard 'MS', no other existing manufacturer data is included in the bid documents. Dimensions are approximately 96"x33"x93" for lighting control and 127''x37"x93" for main switchboard. Contractor shall field verify all existing equipment and include all cleaning, rust removal, repainting, and minor refurbishment work as specified on Sheets E-2 and E-3. The base bid shall include full scope for reconditioning based on field observation.

Question: What is the manufacturer for Switchboard 'MS'? Response: Switchboard 'MS' is identified on the single-line diagram as an existing 1600A, 277/480V, 3- phase, 4-wire NEMA 3R switchboard manufactured by Square D.

Question: Some of the concrete utility boxes shown on plans appear to be water or sewer-related.

Can the City clarify which are for electrical replacement? Response: Plans show approximately 89 utility boxes to be removed and replaced (see Sheet E-2, Note 3). These are identified as electrical boxes, but it is acknowledged some may serve other utilities.

Contractor shall field verify each location and bid a unit cost line item for replacement to allow the City discretion in determining scope adjustments based on actual utility ownership/use.

Question: For Bid Item 10, does the City intend to fully replace the exterior Power Center 'RR' or reinstall existing equipment?
Response: Bid Item 10 requires the complete replacement of the Power Center 'RR', including switchgear, breakers, and associated Musco cabinet. The existing concrete pad shall be extended as necessary. Existing Musco relays are not to be replaced. This work is clearly described in Note 9 on Sheet E-2 and in the reconditioning scope on Sheet E-3.

Question: Referring to sheet E-2, drawing does not reflect actual conditions. Skate park next to inline hockey rink appears to be missing.

Response: This omission is acknowledged. The mandatory site visit was intended to allow all bidders to verify existing field conditions, including features not reflected in the plans. The plans are accurate to our knowledge in all other aspects.

Question: Does the city have an accurate schedule of park activities that may conflict with work operations?
Response: Yes. Soccer field , little league field, and pickleball court reservations start after 4pm on weekdays or take place on weekends. As of this addendum, the only weekday picnic table reservations are from 9:30am-12:00pm on 9/19/25, 10/17/25, 11 /14/25, and 12/19/25.

Question: Do the new cameras need 110V power?
Response: Yes. See specifications of camera to be furnished by the city for reference:
https://www.bhphotovideo.com/c/prod uct/1 802567-
RE G/axis communications 02633 001 p3735 pie 8mp outdoor 4 sensor.html/specs Question: Can you provide more details regarding bid item 16, new poles for cameras.

Response: The scope is changed. Cameras to be installed on existing streetlight posts in approximate location identified on the plans. Camera procurement and installation by others. Proposal Pages P-10 through P-13 have been replaced with the attached pages. Bid item 16 has been removed.

Page 95 of 609 ends

August6,2025
Addendum No. 1 to Notice Inviting Bids and Specifications for Laguna Hills Community Center Electrical Upgrades Project

Page 3 ends

Bidders shall sign and include this page in their proposal in order for their bid to be considered responsive.

If you have any additional questions about this bid, please send your questions to Julie Comella at [email protected].

Sincerely,
Firm: GA Technical Services, Inc.

Joe Ames, P.E., T.E.

Public Works Director/City Engineer
Attachments:

1. Revised bid document pages

Page 96 of 609 ends

.. ,.....""·-'
ca "'

CONTRACTORS

STATE LICENSE BOARD
ACTIVE LICENSE 'i
··--816080 ..... CORP
.._,_ G A TECHNICAL SERVICES INC
an_._,,C-7 C10 B
._ o., 12/31/2026 www.cslb.ca.gov
A,
13~
a:a~

Page 97 of 609 ends

f C;ili mi~
rtme-nt of Public Works Support
trlal R I •~on
eCPR Search
AC
Ac Adriana Cervantes
Cervantes
Logout
= Registration Dates
Contractor Registration
Search
Project Registration Search
Services
Your information•
Contractor Registration Start Date Registration End Date Registration Status 1QQQ.QQ1QSO.::.GA.I~~hnj$;aL 2018-05-16
S.e.r.x'i$;e!i, .ln~.
1000001050- GA.Technical_ 2024-07-01
S.e.r.x'k~!i .. ln~.
1QQ0.QQ1QSO.:-.. GA.Ie,hnj$;aL 2014-08-25
S.er.x'j$;~!i, .ln~.
1QQ0.QQ1QSO.:-.. GA.I~~hnkal. 2017-05-26
Services,,.! nc.
1QQO.QQ1QSO.::.GA.I~~hnj$;al. 2016-06-14
S.er.x'k~!i .. ln~.
2019-06-30 Expired
2025-06-30 Expired
2015-06-30 Expired
2018-06-30 Expired
2017-06-30 Expired

Page 98 of 609 ends

Contractor Registration Start Date Registration End Date Registration Status 1000001050-GA Technical. 2015-06-11
S.e.r.)(j~~~ . .lnk,
.1QQ.O.QQ1QS.O.:-.. GAie~hni~al. 2021-07-01
s~.r.)(i~~~ .. lnk,
.1QQ.O.QQ1QS.O.:-.. GAie~hni~al. 2023-07-01
Services,,_lnc.
1QQ.O.QQ1QS.O.:-.. GAie~hni~al. 2022-07-01
S.e.r.)(i~~~ .. lnk,
1QQ.O.Q01QS.O.::.GAie~hnkal. 2019-07-01
s~.r.)(j~~~ .. lnk,
1000001050- GA Technical_ 2020-07-01
s~.r.)(j~~~ .. lnk,
1QO.O.QQ1QS.O.:-.. GAie~hni$;al. 2025-07-01
Services. Inc.
.~Sm.discrimination Notic~
2016-06-30 Expired
2022-06-30 Expired
2024-06-30 Expired
2023-06-30 Expired
2020-06-30 Expired
2021-06-30 Expired
2026-06-30 Active
Copyright 2024 State of California

Page 99 of 609 ends

1774061.2 GS-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

GENERAL SPECIFICATIONS
FOR

LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT CIP No. 520

SCOPE OF WORK
The work to be performed and completed by Contractor consists of furnishing all materials, equipment, tools, labor, and all other incidental work in this specification document. The general items of work to be done hereunder consist of LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT, CIP No. 520 as depicted on the Bid Set of Plans and Specifications.

LOCATION OF WORK
The Project is located at the Laguna Hills Community Center, 25555 Alicia Parkway Laguna Hills, CA 92653, as shown on the plans.

TIME OF COMPLETION
The Contractor shall complete all work in every detail within sixty (60) working days after the date of the Notice to Proceed.

TRAFFIC REQUIREMENTS
The Contractor shall not block any access to ongoing business operations at the Laguna Hills Community Center, 25555 Alicia Parkway, Laguna Hills, CA 92653, at any time. Contractor’s workers shall park their work and/or private vehicles along the most southerly parking spaces in the parking lot. No materials or equipment shall be stored in parking lots, plaza, or public spaces.

UTILITY REQUIREMENTS
The Contractor is advised of the existence of the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the precise locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the Underground Service Alert by calling 1(800) 422-4133. Contractor shall provide the City with proof of contact with USA upon request.

The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated.

NAME ADDRESS ATTENTION Phone
Number
AT&T 3939 E. Coronado St.

Anaheim, CA 92807
Robert Fleisher 714/618-9129
OCTA 550 S. Main Street
Orange, CA 92613-1584
Kyle Poff 714/560-5816
Southern California
Edison
14155 Bake Parkway
Irvine, CA 92718
Chris Schafer 949/458-4413

Page 100 of 609 ends

1774061.2 GS-2 LH 6909-01/2023
El Toro Water District 24251 Los Alisos Blvd.

Lake Forest, CA 92630
Brian Miller 949/837-7050
Ext. 224
Gas Company 1919 South State College
Anaheim, CA 92806
Andrew Alday 714/385-3377
Gas Company Southern
Region Transmission
P. O. Box 1100
Chatsworth, CA 91313
Rosalyn
Squires
818/701-4546
CR&R P.O. Box 1100
San Juan Capistrano, CA 92693-1100
Mike
Campuzano
949/254-1779
Saddleback Unified
School District
25631 Diseno Drive
Mission Viejo, CA 92691
Frank Manzo 949/580-3335
Moulton Niguel Water
District
27500 La Paz Road
Laguna Niguel, CA 92677
Steve Merk 949/425-3538
Cox Communication 27121 Towne Centre Drive
Foothill Ranch, CA 92610
Reynaldo
Castro
949/563-8889
Santa Margarita Water
District
P. O. Box 7005
Mission Viejo, CA 92690-7005
Jaime Aguilar 949/459-6582
San Diego Gas & Electric 662 Camino de los Mares
San Clemente, CA 92673
Attn: Dolphus
D. Davis
949/369-4721
The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition.

The Contractor shall notify the Southern California Gas Company (714) 634-3185 at least 2 working days prior to the start of construction.

The Contractor shall exercise extreme care to protect all existing utilities in place whether shown on the plans or not, and shall assume full responsibility for all damage resulting from his operations. The Contractor shall coordinate with each utility company as to the requirements and methods for protection of their facilities during the construction period, and shall be responsible for preparation and processing of any required plans or permits. The Contractor shall assume full responsibility to maintain uninterrupted service for all utilities.

By submitting a bid, the Contractor acknowledges the above referenced utility work to be done in conjunction with this Project. The Contractor shall schedule his work and conduct his operations so as to permit access and time for the required utility work to be accomplished during the progress of the work.

The Contractor shall coordinate with each utility company as to the extent of required work and the time required to do so. The Contractor shall include this time in his schedule. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed.

FLOW AND ACCEPTANCE OF WATER
It is anticipated that storm, surface or other waters will be encountered at various times and locations during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly, and Contractor, by submitting a bid, assumes all of said risk.

Page 101 of 609 ends

1774061.2 GS-3 LH 6909-01/2023

REMOVAL OF WATER
The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing or floor shall be laid in water nor shall water be allowed to rise over them until the concrete or mortar has set at least two (2) hours. Water shall not be allowed to rise unequally against any walls for a period of twenty-eight (28) days. Dewatering for the structures and pipelines shall commence when ground water is first encountered, and shall be continuous until such time as water can be allowed to rise in accordance with the above statement. Dewatering shall be accomplished by well points or some other method which will insure a dry hold and preservation of final lines and grade of the bottoms of excavation, all subject to the approval of the City Engineer.

Dewatering methods and disposal of water from dewatering operations shall be the sole responsibility of the Contractor and shall conform to the requirements of the State Regional Water Quality Control Board, the requirements of the National Pollution Discharge Elimination System (NPDES), and the Federal Clean Water Act. Full compensation for dewatering shall be considered as included in the contract prices paid for the related items of work, and no additional compensation will be allowed therefore.

STANDARD SPECIFICATIONS
The Standard Specifications of the City are contained in the 2024 edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, also known as the “Greenbook”, including all supplements, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California, which is incorporated herein by this reference. Copies of these Standard Specifications are available from the publisher:

BNi Building News
Division of BNi Publications, Inc.
990 Park Center Drive, Suite E
Vista, California 92801
(760) 734-1113
The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, General Specifications, Special Provisions, or other Contract Documents.

The section numbers of the following Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring amendment, elaboration, addition, or that are specifying options are stated in the Special Provisions.

In case of conflict between the Standard Specifications and the General Specifications or Special Provisions, the General Specifications and Special Provisions shall take precedence over and be used in lieu of such conflicting portions of the Standard Specifications.

References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the latest edition of the Standard Specifications of the State of California, Department of Transportation. Copies of these specifications and standard drawings may be obtained from:

California Department of Transportation
Publications Distribution Unit

Page 102 of 609 ends

1774061.2 GS-4 LH 6909-01/2023
1900 Royal Oaks Drive
Sacramento, California 95815-3800
Telephone (916) 263-0822
Fax (916) 263-0470
References in the Special Provisions to Standard Plans shall mean the Standard Plans for Public Works Construction, latest edition (written and promulgated by the Public Works Standards, Inc.), and, where applicable and as determined and selected by the City Engineer, those specific standard plans of the City of Laguna Hills, the County of Orange and/or the State Department of Transportation, latest editions.

Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place and that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals, and do all the work involved in executing the contract.

WAGE RATES AND LABOR CODE REQUIREMENTS
The City has determined that the work on this Project requires work of labor categories which are subject to the State of California Department of Industrial Relations prevailing rates of per diem 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 16000, 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. Contractor agrees to fully comply with all applicable federal and state labor laws (including, without limitation, if applicable, the Prevailing Wage Laws). It is agreed by the parties that, in connection with the work provided pursuant to the Agreement, Contractor shall bear all risks of payment or non-payment of prevailing wages under California law, and Contractor hereby agrees to 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. The foregoing indemnity shall survive termination of the Agreement.

Contractor understands and agrees to comply with the following California Labor Code compliance conditions [Labor Code Sections 1720 et seq., 1813, 1860, 1861, 3700]:
a) The Agreement is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency (“City”) and Contractor agree to be bound by all the provisions thereof as though set forth in full herein.
b) Contractor shall be registered with the Department of Industrial Relations (“DIR”) in accordance with California Labor Code Section 1725.5 and has provided proof of registration to City prior to the effective date of this Agreement.
c) Contractor agrees to comply with the provisions of California Labor Code Sections 1771, 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The applicable prevailing wage determination(s) may be obtained at (http://www.dir.ca.qov/OPRUDPreWaqeDetermination.htm), are on file with City, and are available to any interested party upon request. A copy of said rates shall be posted at each job site during the term of this Agreement.

Page 103 of 609 ends

1774061.2 GS-5 LH 6909-01/2023
d) Pursuant to California Labor Code Section 1771.4, Contractor’s services are subject to compliance monitoring and enforcement by the Department of Industrial Relations. Contractor shall post job site notices as prescribed by DIR regulations and furnish the records specified in California Labor Code Section 1776 directly to the Labor Commissioner in the manner prescribed by California Labor Code Section 1771.4(a)(3) and (c)(2). e) Eight (8) hours of labor shall constitute a legal day’s work for all workmen employed in the execution of this Agreement, and the Contractor and any subcontractor shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. Contractor shall comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. (See, e.g., Cal. Labor Code §1815.)
f) Pursuant to California Labor Code Section 1771.1, Contractor and any subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the California Public Contract Code, or engage in the performance of any contract for public work on a public works project unless registered with the DIR and qualified to perform public work pursuant to California Labor Code Section 1725.2. It is not a violation of California Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by California Business and Professions Code Section 7029.1 or by California Public Contract Code Section 10164 or 20103.5, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Contractor shall not perform any work under this Agreement with any subcontractor who is ineligible to perform work on the public works project pursuant to Section 1777.1 or 1777.7 of the California Labor Code.

Apprentices
Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to an applicable apprenticeship committee that can supply apprentices to the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the Contract.

The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade and if other Contractors on the public works site are making such contributions.

Information relative to apprenticeship standards, contributions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards.

RESOLUTION OF CONSTRUCTION CLAIMS
California Public Contract Code (PCC) section 9204 as adopted by Assembly Bill 626 prescribes a process to present, confer, and mediate all construction claims relating to the City’s public works project.

Page 104 of 609 ends

1774061.2 GS-6 LH 6909-01/2023
“Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or another public improvement of any kind. “Claim” means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested for (A) a time extension, including, without limitation for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or the amount the payment of which is disputed by the local agency. (PCC 9204(c)(1)) For any claim subject to this article, PCC section 9204 requires the following:
a) The claim shall be submitted by the Contractor in writing, sent by registered mail or certified mail with return receipt requested and must include the documents necessary to substantiate the claim. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. However, upon receipt of a claim, the City, and the Contractor may, by mutual agreement, extend the time period provided by statute.
b) For claims of all amounts, the City shall respond within 45 days of receipt of the claim, and provide the claimant a written statement identifying which portion of the claim is disputed and which portion of the claim is undisputed. If the City requires approval from the City Council, and the City Council does not meet within the 45-day period to respond, the City shall have up to three days to issue its response following the City Council meeting. c) For all portions of a claim determined to be undisputed, the City must process payment to the claimant within 60 days of issuing the City’s written determination. d) If the claimant disputes the City’s response, or if the City fails to respond within the time limits provided, the claimant may demand an informal conference to meet and confer for settlement of the issues in dispute. The demand must be sent in writing by registered or certified mail, return receipt requested. Upon receipt of a demand, the City must schedule a meet and confer conference within 30 days for settlement of the disputed claim. e) Within 10 business days following the conclusion of the meet and confer conference, if any portion of the claim remains in dispute, the City shall provide the claimant an addition written statement identifying the portion of the claim that is undisputed and the portion that remains in dispute.
f) For all portions of a claim determined to be undisputed, the City must process payment to the claimant within 60 days of issuing the City’s written determination. g) Any remaining undisputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation in which the parties share the cost evenly. The City and the claimant shall mutually agree on a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree, each party shall select a mediator and those mediators shall jointly select a qualified, neutral third party to mediate the remaining undisputed claim. Each party shall bear the respective costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside of PCC section 9204.

Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under PCC Section 20104.4 to mediate after litigation has been commenced.

Page 105 of 609 ends

1774061.2 GS-7 LH 6909-01/2023
PCC Section 9204 does not preclude the City from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program if mediation under this section does not resolve the parties’ dispute.

Should the City fail to respond to a claim, or fail to issue written statements as required, the Contractor’s claim is deemed denied. A claim denied by reason of the City’s failure to respond shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.

Amounts not paid in a timely manner as required by PCC 9204 shall bear interest at seven percent per annum.

NOTICE OF THIRD-PARTY CLAIMS
In accordance with PCC Section 9201, the City will provide timely notification to Contractor of the receipt of any third-party claim relating to the Agreement. The Contractor agrees to reimburse the City for its reasonable costs incurred in providing such notice.

CLAYTON ACT AND CARTWRIGHT ACT
In accordance with Section 7103.5 of the Public Contract Code, in entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, and interest in and all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties.

Page 106 of 609 ends

1774061.2

CITY OF LAGUNA HILLS

SPECIAL PROVISIONS
FOR

LAGUNA HILLS COMMUNITY CENTER ELECTRICAL UPGRADES PROJECT CIP No. 520
PART 1 - GENERAL PROVISIONS
SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS. 1-2 DEFINITIONS.

City City of Laguna Hills
Board City Council
Caltrans California Department of Transportation
County County of Orange
Engineer City Engineer
Federal United States of America
State State of California
Contractor Contractor, its workers, employees and agents Project LAGUNA HILLS COMMUNITY CENTER ELECTRICAL
UPGRADES PROJECT, CIP No. 520
1-3 ABBREVIATIONS.
1-3.2 Common Usage. [Add the following to this section]:

MUTCD Manual of Uniform Traffic Control Devices, including the California Supplement
OCPW Orange County Public Works Department
SPPWC Standard Plans for Public Works Construction
SSPWC Standard Specifications for Public Works Construction FHWA Federal Highway Administration
HUD Housing and Urban Development
1-7 AWARD AND EXECUTION OF CONTRACT.

Within three (3) days of bid opening contractor must submit:
• If a bid bond is submitted with a 10% of Bid designation for the amount as noted in the City Approved Bid Bond form, a revised Bid Bond with numerical dollar values, both in words and with digits, shall be submitted to the City within three (3) days of bid opening.

Within five (5) working days after the date of the Notice of Apparent Low Bidder, the Contractor shall execute and return the following documents to the City:
• All Insurance Requirements set forth herein
• Two (2) Original Signed Contract Agreements

Page 107 of 609 ends

1774061.2
Within ten (10) working days after the date of the Notice of Award, the Contractor shall execute and return the following documents to the City:
• Faithful Performance Bond
• Material and Labor Bond
• Construction Schedule
• Form W-9
• Construction Materials Submittals

FAILURE TO COMPLY WITH ALL OF THE ABOVE WILL RESULT IN ANNULMENT OF THE

AWARD AND FORFEITURE OF THE PROPOSAL GUARANTEE AT THE SOLE DISCRETION OF City.

The Contract Agreement shall not be considered binding upon the City until executed by the authorized City officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the City, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the Contract and bonds for the corporation have the authority to do so. 1-7.2 Contract Bonds. [Replace section with the following]:

Both the Faithful Performance Bond and the Material and Labor Bond shall each be for not less than one hundred percent (100%) of the total Contract amount. The Material and Labor Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion. The Faithful Performance Bond will be held for one year after the date of recordation of the Notice of Completion.

Prior to the acceptance of any bond, the City shall verify that the surety is an admitted surety in the State of California. If requested by the City, the Contractor shall provide other information specified in the Code of Civil Procedure Section 995.660 to enable the City to verify the sufficiency of the bond.

Should any bond become insufficient, the Contractor shall correct the insufficiency within ten (10) calendar days after receiving notice from the City. The Contractor shall provide the City with evidence of the correction within ten (10) calendar days of said correction. Should any surety at any time be unsatisfactory to the City, written notice will be given to the Contractor to that effect.

No further payments shall be deemed due or will be payable under the Contract until Contractor submits an acceptable bond from a surety accepted by the City. Changes to the work or extensions of time made pursuant to the Contract Agreement shall in no way release the Contractor or the surety from its obligations. Notice of such changes or extensions shall be waived by the surety.

SECTION 2 – SCOPE OF WORK.
2-1.1 PLANS AND SPECIFICATIONS [Add the following to this section]:

The Contractor shall maintain a control set of Plans and Specifications on the Project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as-constructed conditions.

Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement has been met.

Page 108 of 609 ends

1774061.2
2-2 PERMITS. [Add the following to this section]:

Prior to the start of any work, the Contractor shall take out the applicable City and State permits and make arrangements for City and State inspections. Requests for inspections shall be made to the City at least 24 hours in advance of need. The Contractor and all subcontractors shall each obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or public utility. Payment for this work shall be included in the bid items of work and no additional compensation will be allowed. The City will waive the usual City encroachment permit fees.

Further, Contractor shall ensure that its employees, agents, contractors, and subcontractors conduct themselves in compliance with such laws and licensure requirements including, without limitation, compliance with laws applicable to nondiscrimination, sexual harassment, and ethical behavior throughout the duration of the Contract. Contractor shall not retain or employ an unlicensed subcontractor to perform work pursuant to this Contract. Contractor shall notify the City immediately and in writing of its employees’, agents’, contractors’ or subcontractors’ inability to obtain or maintain, irrespective of the pendency of any appeal, any such licenses, permits, approvals, certificate, waivers, and exemptions that may be required. Such inability shall be cause for termination of this Contract
2-3 RIGHT-OF-WAY. [Add the following to this section]:

The City will acquire all rights of way, easements and rights of entry as required for this Project.

The Contractor shall verify that the acquisition(s) is completed prior to beginning any work outside of the public right of way. All cost for re-mobilization, downtime, etc. due to delays in obtaining the required rights of way, easements and rights of entry shall be included in all other items of work and no additional compensation will be allowed. In the event the required easements have not yet been acquired by the City, the Contractor shall conduct its operation so as to confine its work to the limits of the existing right-of-way.
2-4 COOPERATION AND COLLATERAL WORK. [Add the following]:

The Contractor is advised as to the possibility of other construction projects within the proposed construction zone by the City of Laguna Hills, other governing agencies or private enterprises. In the event of such projects, the Contractor shall coordinate with the applicable parties as to the extent of any time required to complete their work and shall schedule his work and conduct his operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the Engineer in the event of a delay in scheduling caused solely by this concurrent work. Payment for the above, if any, shall be deemed as included in various items of work, including any delay impacts, as shown on the proposal bid sheet and no additional compensation will be allowed.
2-8 EXTRA WORK.
2-8.2 Payment.
2-8.3 Markup.

Page 109 of 609 ends

1774061.2
(a) Work by Contractor. [Add the following to this section]: The following percentages shall be the maximum added to the Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor 20%
2) Materials 15%
3) Equipment Rental 15%
4) Other Items and Expenditures 15%
To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding.
(b) Work by Subcontractor. [Add the following to this section]: When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of five (5) percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order and pickup or yard trucks used by the above personnel. These costs shall be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

The costs of rental equipment shall not exceed the equipment rental rates in the surcharge and Equipment Rental Rates, as published by the State of California Business, Transportation, and Housing Agency and the California Department of Transportation, Division of Construction for the current fiscal year.
2-10 DISPUTED WORK. [Add the following to this section]:

If the Contractor and the City are unable to reach an agreement on disputed work, the City may direct the Contractor to proceed as directed. The City shall have the option, at its own discretion, to pay for said work through unilateral change order executed by the City after conducting its own analysis of the reasonable costs thereof. Although not to be construed as proceeding under extra work provisions in Section 3-3, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3.

In any case where the Contractor believes extra compensation is due the Contractor for work or materials not clearly covered in the Contract, or not ordered by the City as “extra work”, the Contractor shall notify the City in writing of the Contractor's intention to make claim for such extra compensation before the Contractor begins the work on which Contractor bases the claim. If such notification is not given, or the City is not afforded proper supporting documentation by the Contractor for keeping strict account of actual cost, then the Contractor shall be deemed to have waived the claims for such extra compensation. Such notice by the Contractor, and the fact that the City has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. The validity of the claim must be determined by the City. If the City determines that the claim is well founded, it shall be allowed and paid for as “extra work”; if the City determines that the claim is not well founded, it shall be disallowed and not paid.

Page 110 of 609 ends

1774061.2
SECTION 3 – CONTROL OF THE WORK.
3-10 SURVEYING.
3-10.3 Survey Services. [Add sub-section]:

The Contractor will provide the initial surveying and the initial construction staking, if required for the construction of this Project. The cost of any additional surveying and/or construction staking primarily for the convenience of the Contractor and for replacement of stakes lost for any reason will be the responsibility of the Contractor. The Contractor shall make all requests in writing for construction stakes at least 48 hours in advance of the day required.

The Contractor shall be responsible for the finished work's conforming to the lines, grades and benchmarks given by the Engineer. The Contractor shall establish supplementary benchmarks, elevations, lines and grades and any other necessary controls which are not established by the Engineer and which are necessary to complete the work. Compensation for above work by the Contractor shall be included within the various items of work and no additional compensation will be allowed.

SECTION 4 - CONTROL OF MATERIALS
4-3 INSPECTIONS.
4-3.1 General. [Add the following to this section]:

The City will pay for inspection and materials testing. The Contractor shall pay for retests and reinspections due to failure to meet Specifications. If the Contractor elects to work under this Contract more than 8 hours/day or more than 40 hours/week, Saturday, Sunday, or City holidays, it shall arrange with the Engineer for the required inspection service and pay the Special Inspection Fees as provided by the Material Inspector and City Engineer. When Special Inspection is required, the Contractor shall notify the City and pay inspection fees 24 hours in advance. A 24 hour advance notice will be given during working hours, exclusive of Saturday, Sunday or City holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives. If the Contractor is directed by the City to work under this Contract more than 8 hours/day or more than 40 hours/week, the Special Inspection Fee requirements will be waived.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-1 LAWS AND REGULATIONS. [Add the following to this section]:

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all City, State, and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments.

The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers.

Page 111 of 609 ends

1774061.2
5-3 LABOR.
5-3.3 Payroll Records. [Add the following to this section]:

Contractor shall comply with the provisions of California Labor Code Section 1776 which, among other things, require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors. Verified payroll records shall be submitted to the City by the tenth day of each month. Progress payments will be withheld pending receipt of any outstanding reports.
5-4 INSURANCE.
5-4.5 Compliance with Insurance Requirements. [Add the following to this section]:

Contractor shall obtain, maintain, and keep in full force and effect during the term of this Agreement, at its sole cost and expense, and in a form and content satisfactory to City, all insurance required under this section. Contractor shall not commence any work or services under this Agreement unless and until it has provided evidence satisfactory to City that it has secured all insurance required under this section. If Contractor’s existing insurance policies do not meet the insurance requirements set forth herein, Contractor agrees to amend, supplement or endorse the policies to do so.
5-4.5.1 Types of Insurance Required. [Add the following to this section]:

As a condition precedent to the effectiveness of this Agreement, and without limiting the indemnity provisions set forth in this Agreement, Contractor shall obtain and maintain in full force and effect during the term of this Agreement, including any extension thereof, the following policies of insurance:

A. Commercial General Liability Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Commercial General Liability Insurance (Insurance Services Office form CG 00 01) written on an occurrence basis with limits of at least two million dollars ($2,000,000.00) per occurrence, four million dollars ($4,000,000.00) in the general aggregate, and four million dollars ($4,000,000.00) for completed operations aggregate. Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions limiting coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one insured against another; or (3) contain any other exclusion contrary to the Agreement.

B. Automobile Liability Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Automobile Liability Insurance (Insurance Services Office form CA 001) written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) combined limit for each occurrence covering bodily injury and property damage. The policy shall specifically include coverage for owned, non-owned, leased, and hired automobiles.

C. Workers’ Compensation Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Workers’ Compensation Insurance

Page 112 of 609 ends

1774061.2
in at least the minimum statutory amounts, and in compliance with all other statutory requirements, as required by the State of California. Contractor agrees to waive and obtain endorsements from its workers’ compensation insurer waiving all subrogation rights under its workers’ compensation insurance policy against the City, its officials, officers, employees, agents and volunteers, and to require each of its subcontractors, if any, to do likewise under their workers’ compensation insurance policies. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Employer’s Liability Insurance written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) per accident for bodily injury or disease.
5-4.5.2 Acceptability of Insurers. [Add the following to this section]:

Insurance required by this section shall be issued by a licensed company authorized to transact business in the state by the Department of Insurance for the State of California with a current rating of A-:VII or better (if an admitted carrier), or a current rating of A:X or better (if offered by a non-admitted insurer listed on the State of California List of Approved Surplus Line Insurers (LASLI), by the latest edition of A.M. Best’s Key Rating Guide, except that the City will accept workers’ compensation insurance from the State Compensation Fund. In the event the City determines that the work or services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies may be changed accordingly upon receipt of written notice from the City.

Contractor shall immediately substitute any insurer whose A.M. Best rating drops below the levels specified herein.
5-4.5.3 Insurance Endorsements. [Add the following to this section]:

Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. Required insurance policies shall contain the following provisions, or Contractor shall provide endorsements on forms approved by the City to add the following provisions to the insurance policies:

A. The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to provide the following:
(1) Additional Insured: The City, its officials, officers, employees, agents and volunteers, shall be additional insureds with regard to liability and defense of suits or claims arising out of the performance of the Agreement; and
(2) Additional Insured Endorsements: Additional insured endorsements shall not (1) be restricted to “ongoing operations”, (2) exclude “contractual liability”, (3) restrict coverage to “sole” liability of Contractor, or (4) contain any other exclusions contrary to the Agreement; and, the coverage shall contain no special limitations on the scope of protection afforded to additional insureds.
(3) Notice: The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to state that coverage shall not be suspended, voided, cancelled, or modified, or reduced in coverage or in limits, except after thirty (30) days prior written notice by First Class U.S. Mail, postage-prepaid, has been provided to the City. Notwithstanding the foregoing, if coverage is to be suspended,

Page 113 of 609 ends

1774061.2
voided, or cancelled because of Contractor’s failure to pay the insurance premium, the notice provided to City shall be by ten (10) days prior written notice.

B. For all policies of Commercial General Liability Insurance, Contractor shall provide endorsements for completed operations to effectuate this requirement. 5-4.5.4 Deductibles and Self-Insured Retentions.

Any deductible or self-insured retention must be approved in writing by the City in advance and shall protect the City, its officials, officers, employees, agents and volunteers, in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self-insured retention.
5-4.5.6 Primary and Non-Contributing Insurance.

All policies of Commercial General Liability Insurance and Automobile Liability Insurance shall be primary and any other insurance, deductible, or self-insurance maintained by the City, its officials, officers, employees, agents or volunteers, shall not contribute with this primary insurance. Policies shall contain or be endorsed to contain such provisions. 5-4.5.7 Waiver of Subrogation.

All policies of Commercial General Liability and Automobile Liability Insurance shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents and volunteers, or shall specifically allow Contractor or others providing insurance evidence in compliance with the requirements set forth in this section to waive their right to recovery prior to a loss. Contractor hereby agrees to waive its own right of recovery against the City, its officials, officers, employees, agents and volunteers, and Contractor hereby agrees to require similar written express waivers and insurance clauses from each of its subcontractors. 5-4.5.8 Evidence of Coverage.

Concurrently with the execution of the Agreement, Contractor shall deliver certificates of insurance together with original endorsements affecting each of the insurance policies required by this section. Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. The certificates of insurance and original endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced and not replaced immediately so as to avoid a lapse in the required coverage, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. Contractor shall promptly furnish, at City’s request, copies of actual policies including all declaration pages, endorsements, exclusions and any other policy documents City requires to verify coverage. 5-4.5.9 Requirements Not Limiting.

Page 114 of 609 ends

1774061.2
Requirement of specific coverage or minimum limits contained in this section are not intended as a limitation on coverage, limits, or other requirements, or a waiver of any coverage normally provided by any insurance. Nothing in this section shall be construed as limiting in any way the indemnification provision contained in this Agreement, or the extent to which Contractor may be held responsible for payments of damages to persons or property. 5-4.5.10 Enforcement of Agreement (Non-Estoppel).

Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of any non-compliance with any of the insurance requirements set forth in this section imposes no additional obligation on the City nor does it waive any rights hereunder. 5-4.5.11 Insurance for Subcontractors.

Contractor shall either: (1) include all subcontractors engaged in any work or services for Contractor relating to this Agreement as additional named insureds under the Contractor’s insurance policies; or (2) Contractor shall be responsible for causing its subcontractors to procure and maintain the appropriate insurance in compliance with the terms of the insurance requirements set forth in this section, including adding the City, its officials, officers, employees, agents and volunteers, as additional insureds to their respective policies. All policies of Commercial General Liability Insurance provided by Contractor’s subcontractors performing any work or services related to this Agreement shall be endorsed to name the City, its officials, officers, employees, agents and volunteers, as additional insureds. Contractor shall not allow any subcontractor to commence any work or services relating to this Agreement unless and until it has provided evidence satisfactory to City that the subcontractor has secured all insurance required under this section.
5-4.5.12 Other Insurance Requirements.

The following terms and conditions shall apply to the insurance policies required of Contractor pursuant to this Agreement:

A. Contractor shall provide immediate written notice to City if (1) any of the insurance policies required herein are terminated, cancelled or suspended, (2) the limits of any of the insurance coverages required herein are reduced, or (3) the deductible or self-insured retention is increased.

B. All insurance coverage and limits provided by Contractor and available or applicable to this Agreement are intended to apply to each insured, including additional insureds, against whom a claim is made or suit is brought to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operations shall limit the application of such insurance coverage.

C. None of the insurance coverages required herein will be in compliance with the requirements of this section if they include any limiting endorsement which substantially impairs the coverages set forth herein (e.g., elimination of contractual liability or reduction of discovery period), unless the endorsement has first been submitted to the City and approved in writing.

D. Certificates of insurance will not be accepted in lieu of required endorsements, and submittal of certificates without required endorsements may delay commencement of the Project.

Page 115 of 609 ends

1774061.2
It is Contractor’s obligation to ensure timely compliance with all insurance submittal requirements as provided herein.

E. Contractor agrees to ensure that subcontractors, if any, and any other parties involved with the Project who are brought onto or involved in the Project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with subcontractors and others engaged in the Project will be submitted to the City for review.

F. Contractor agrees to provide immediate written notice to City of any claim, demand or loss against Contractor arising out of the work or services performed under this Agreement and for any other claim, demand or loss which may reduce the insurance available to pay claims, demands or losses arising out of this Agreement.
5-4.5.13 Contractor's Liability; City Not Liable; Claims Resolution A. Contractor’s liability. The Contractor shall be responsible for any loss or damage that may occur to:
• The work or any part thereof;
• Any of the materials or other things used or employed in performing the work; • Any injury to any person or persons, either workers or the public; • Any damage to property resulting from any cause which might have been prevented by the Contractor, including defects or obstructions at any time before completion of the work and its final acceptance.

B. City ordered precautions. If, in the opinion of the City Engineer, the precautions taken by Contractor are not safe or adequate at any time during the term of the Contract, the City Engineer may order the Contractor to take further precautions, and if the Contactor shall fail to do so, the City Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any moneys due or becoming due the Contractor. Failure of the City Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety.

C. City not liable. The City shall not be answerable or accountable in any manner, for any loss or damage that may occur to any of the following from any cause which might have been prevented by the Contractor:
• The work or any part thereof;
• Any of the materials or other things used or employed in performing the work; • Any injury to any person or persons, either workers or the public; • Any damage to property.

Page 116 of 609 ends

1774061.2
D. Claims Resolution. From time to time during the period of this contract, the City and/or the Contractor may be served with third-party claims, as a result of alleged conduct by Contractor. The following procedures shall be followed by City and Contractor:

For claims received by Contractor:
(1) Contractor shall provide City on a monthly basis details regarding any claim for damages to persons or property, including, date claim made, date of alleged damages, type of damages, alleged cause of damages and, as claims are resolved, details regarding Contractor’s denial or payment of such claim and the reasons for denial or payment. (2) Contractor shall resolve or deny any claim received within thirty (30) days of receipt. If Contractor is unable to resolve a claim within the thirty (30) days set forth above, it shall, prior to the expiration of the thirty (30) days request and extension in writing from the City.

For claims received by City:
(1) City shall process any claims received pursuant to Chapter 3-12 (Claims Against the City) of the Laguna Hills Municipal Code.
(2) If after investigation of the claim, the City determines the Contractor is liable under this Contract, City shall tender the claim to the Contractor for proper handling and resolution.

E. Retention of Claimed Damages by City. The City may retain so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City until disposition has been made of such suits or claims for damages aforesaid. 5-7 SAFETY.
5-7.1.3 Traffic and Access. [Add the following to section]:

When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic.

The Contractor shall notify in writing all affected property owners of the proposed construction schedule a minimum of forty-eight (48) hours, but not more than seventy-two (72) hours, in advance of any limitation or closure of access to their property. Form of said notice shall be as approved by the Engineer and shall contain the date and time of the closure. In the event of delay, whether beyond the control of the Contractor or not, the Contractor shall notify all affected property owners as to the extent of the delay and his revised schedule. In the event of delay over 72 hours, the Contractor shall re-notify the property owners as described above. Payment for notification and coordination as per Section 7-10 as modified herein shall be included in the compensation paid for the various items of work and no additional compensation will be allowed. The "Notices" will be furnished by the Contractor.

Pedestrian access shall be maintained at all times during construction and shall be in accordance with the Americans With Disabilities Act.

5.7.2 Safety Orders

Page 117 of 609 ends

1774061.2

5.7.2.1 General. [Add the following to this section]:

The Contractor shall comply with the provisions of any City ordinances or regulations regarding requirements for the protection of excavations and the nature of such protection.

In accordance with Section 6500 of the Labor Code, the Contractor is required to obtain a permit from the Division of Industrial Safety for any trench or excavation which if five feet or more in depth and into which a person is required to descent.

In accordance with Section 6705 of the Labor Code, prior to any excavation involving an expenditure in excess of twenty-five thousand dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit to Engineer a written detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches.

Prior to beginning of excavations requiring shoring, the Contractor shall designate in writing to the Engineer someone whose responsibility it is to supervise the Project safety measures and someone whose responsibility it is to supervise the installation and removal of sheeting, shoring and bracing.

In addition to shoring the excavations in accordance with the minimum requirements of Industrial Safety Orders, it shall be the Contractor's responsibility to provide any and all additional shoring required to support the sides of the excavation against the effects of load which may exceed those desired by using the criteria set forth in the Industrial Safety Orders. The Contractor shall be solely responsible for any damages which may result from his failure to provide adequate shoring of the excavation under any and all of the conditions of loading which may exist or which may arise during construction of the Project.

In accordance with Section 7104 of the Public Contract Code, any public works contract which involves excavations that extend deeper than four feet below the surface shall provide as follows:
(a) That the Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. (2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids.
(3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally as inherent in work of the character provided for in the contract.
(b) The local public entity shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor's cost of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in the contract.

Page 118 of 609 ends

1774061.2
(c) That, in the event that a dispute arises between City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor's cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties.
5-7.2.2.1 Storage of Equipment and Materials in Public Streets. [Add the following section]:

The Contractor is required to, at his own expense, maintain and operate a work and storage area outside of the public right-of-way. In such case the Contractor shall submit to City written authorization from the owners of the subject property prior to occupation. Occupation of site without written authorization shall be grounds for immediate suspension of work. Location of site to be approved by City. Condition and operation of yard shall conform to these specifications. The Contractor shall assume full responsibility for all damage to the site resulting from his operations and shall repair and/or replace same, at his own expense, to the satisfaction of the owner of the subject property. The Contractor shall vacate site and return it to pre-Project condition within five (5) working days following application for Notice of Completion. The Contractor shall obtain a written release from the property owner accepting the condition of the vacated site and releasing the Contractor from any further clean-up or restoration work and shall submit a copy of such release to City. The Notice of Completion will not be issued until said release is submitted.

SECTION 6 - PROSECUTION AND PROGRESS OF WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
6-1.0 General. [Add the following section]:

The Contractor's proposed Construction Schedule shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of Contract. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged, and setting forth the dates that each item will be delivered. The schedule shall establish the order of work which minimizes disruption of existing travel lanes.

Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the respective Contractor to review the proposed Construction Schedule and delivery dates, arrange the utility coordination, discuss construction methods, and clarify inspection procedures.

The Contractor shall submit periodic Progress Reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Liquidated damages will be assessed pending receipt of any outstanding reports, as set forth in Section 6-9.1 below. 6-1.3 Construction Schedule (Critical Path Method) [Add the following section]:

The Contractor shall submit to the Engineer practicable critical path method (CPM) progress schedules in conformance with these Special Provisions. Whenever the term “schedule” is used

Page 119 of 609 ends

1774061.2
in this section it shall mean CPM progress schedule illustrated by the Gantt Bar method. The schedule shall be prepared by qualified and experienced scheduling staff.

Schedules shall show the order in which the Contractor proposes to carry out the work with logical links between time-scaled work activities, and calculations made using the critical path method to determine the controlling operation or operations. The Contractor is responsible for assuring that all activity sequences are logical and that each schedule shows a coordinated plan for complete performance of the work.

The Contractor shall produce schedules using computer software and shall furnish compatible software for the Engineer’s exclusive possession and use. The Contractor shall furnish network diagrams, narrative reports, tabular reports and schedule data as parts of each schedule submittal.

The number of activities shall be sufficient to assure adequate planning of the Project, to permit monitoring and evaluation of progress, and to do an analysis of time impacts.

Schedule activities shall include the following:

A. A clear legible description.

B. Start and finish dates.

C. A duration of not less than one working day, except for event activities, and not more than 20 working days, unless otherwise authorized by the Engineer.

D. At least one predecessor and one successor activity, except for Project start and finish milestones.

E. Required constraints.

F. Codes for responsibility, stage, work shifts, location and contract pay item numbers.

The Contractor may show a scheduled completion date that is later than the Contract completion date on an update schedule, after the baseline schedule is accepted. The Contractor shall provide an explanation for a late scheduled completion date in the narrative report that is included with the schedule.

The Engineer’s review and acceptance of schedules shall not waive any Contract requirements and shall not relieve the Contractor of any obligation thereunder or responsibility for submitting complete and accurate information. Schedules that are rejected shall be correct by the Contract and resubmitted to the Engineer within five (5) working days of notification by the Engineer, at which time a new review period of one week will begin.

Errors or omissions on schedules shall not relieve the contractor from finishing all work within the time limit specified for completion of the Contract. If, after, a schedule has been accepted by the Engineer, either the Contractor or the Engineer discovers that any aspect of the schedule has an error or omission, it shall be corrected by the Contractor on the next schedule.

Payment for the Project schedule and revisions/updates to the schedule shall be made under other items of work and no additional payment shall be made therefore.

Page 120 of 609 ends

1774061.2
6-1.4 Acceleration. [Add the following section]:

The City reserves the right to accelerate the work of the Contract at any time during its performance. In the event the City directs acceleration, such directive will be given to the Contractor in writing. The Contractor shall keep cost and other Project records related to the acceleration directive separately from the normal Project cost records and shall provide a written record of acceleration costs to the City on a daily basis.

In the event the Contractor believes that some action or inaction on the part of the City constitutes an acceleration directive, the Contractor shall immediately notify the City in writing that the Contractor considers the actions or inactions an acceleration directive. The Contractor shall not accelerate their work efforts until the City responds to the written notification. If acceleration is then directed or required by the City, all cost records referred to in the previous paragraph shall be maintained by the Contractor and provided to the City on a daily basis.

In order to recover additional costs due to acceleration, the Contractor must document that additional expenses were incurred and paid by the Contractor. Labor costs recoverable will only be overtime or shift premium costs or the cost of additional laborers brought to the site to accomplish the accelerated work effort. Equipment costs recoverable will only be the cost of added equipment mobilized to the site to accomplish the accelerated work effort. 6-3 TIME OF COMPLETION.
6-3.1 General. [Add the following to this section]:

The time for completion shall be as set forth in the General Specifications.

The Contractor shall complete all work under the Contract within sixty (60) consecutive working days after the date on the Notice to Proceed.

The Contractor shall ensure the availability of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work.

Working Days. “Any City holiday, defined as January 1st, the third Monday in January (Martin Luther King Day), the third Monday in February (President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday in November (Thanksgiving and Friday after), December 24th through December 31st.”
Working Hours. Normal working hours are limited to 7:00 a.m. to 4:00 p.m., Monday through Friday.

The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above.

Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 7:00 a.m. to 4:00 p.m. on Saturday only. A request for working during any of these hours must be made at least 72 hours in advance of the desired time period. A separate request

Page 121 of 609 ends

1774061.2
must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $205.00 per hour when such time periods are approved.
6-3.2 Contract Time Accounting. [Add the following to this section]:

The Contractor's activities shall be confined to the hours between 7:00 AM and 4:00 PM, Monday through Friday, excluding holidays, unless otherwise specified. Slurry seal application operations, if any shall terminate no later than 1:30 PM of each working day or at the determination of the Engineer. Slurry seal application operations shall occur within two (2) days after scheduled trash pickup days. Work shall be prohibited any time on Saturday, Sunday or Federal Holidays except as provided herein. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property.

In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates (premium time) including benefits, overhead, and travel time and are established based on the City’s current fee schedule or professional services agreement for construction inspection services. The service fees will be deducted from any amounts due the Contractor.

Construction activities during City Special Events may be restricted by City to exclude all or part of the work on primary arterial or access roads to the Special Events as determined by Engineer.

The Contractor shall be responsible to ascertain the exact times of any such events within his proposed construction schedule which may restrict his operation and shall adjust his schedule accordingly. The construction restrictions shall only be for the actual days the events occur. All costs for maintaining traffic control, protection of work site and re-mobilization shall be deemed as included in the lump sum contract for their respective items and no additional compensation will be allowed.
6-3.3 Completion, Acceptance, and Warranty. [Add the following section]:

Work will be deemed completed on the same date when the Notice of Completion is recorded with the County of Orange.
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General [Add the following to the end of this section:] No time extension shall be granted unless the claimed delay meets each and every of the following conditions:
(a) The delay was caused by unforeseen events and was beyond the control of Contractor and its subcontractors and material suppliers;
(b) The delay was caused by events of which Contractor was not advised at or before the time of bidding;
(c) The delay impacted and delayed (i) the controlling items of Work (i.e., the as-built critical path, as determined from the as-planned schedule and the actual progress of the Work), or (ii) the Completion of the whole Work within the Contract time;

Page 122 of 609 ends

1774061.2
(d) The delay was not caused by Contractor or its subcontractors or suppliers, including but not limited to their breaches of contract or the standard of care; (e) The delay was not associated with loss of time resulting from the necessity of submittals to CITY for approval, or from necessary CITY surveys, measurements, inspections and testing; (f) The delay was not caused by usual or common weather for the time of year, including usual or common severe weather; and
(g) The delay could not have been prevented by the exercise of care, prudence, foresight, and diligence by Contractor.

Excusable delays may include acts of God, acts of public enemy, acts of the Owner or anyone employed by it, acts of another contractor in performance of a contract (other than this Contract) with the CITY, fires, floods, epidemics, quarantine restrictions, labor disputes, unusually and uncommonly severe weather for the time of year, unforeseen site conditions, or delays of subcontractors due to such causes. CITY shall take into consideration other relevant factors such as concurrent delays.

Contractor has the burden of proving that any delay was excusable, including but not limited to an analysis that establishes no concurrency.

No extension of time will be granted for an excusable delay caused by a shortage of materials unless the Contractor furnishes to the Engineer documentary proof that the Contractor has made every effort to obtain the materials from all known sources within reasonable reach of the Work in a diligent and timely manner, and further proof in the form of supplementary progress schedules that the inability to obtain the materials when originally planned did in fact cause a delay in final Completion of the entire Work which could not be compensated for by revising the sequence of the Contractor's operations. The term "shortage of materials" shall apply only to materials, articles, parts or equipment which are standard items and are to be incorporated in the Work. The term "shortage of materials" shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the contract. Only the physical shortage of material will be considered under these provisions as a cause for extension of time. Delays in obtaining materials due to priority in filling orders will not constitute a shortage of materials. 6-4.3 Payment for Delays [Replace paragraph with the following:] To be compensable, an excusable delay must be one for which the CITY is responsible, where the delay was unreasonable under the circumstances involved, and where the delay was not within the contemplation of the parties; however, Contractor shall not be entitled to monetary compensation when (a) Contractor could have reasonably anticipated the delay and avoided or minimized the cost impacts of it, such as judicious handling of forces, equipment, or plant, (b) there was a concurrent delay which does not qualify for monetary compensation under this paragraph, (c) the cause of the delay was reasonably unforeseen by the CITY or the delay was caused by factors beyond the control of the CITY, including but not limited to a delay under Section 2.2.8 above or a delay caused by a utility company’s failure to perform despite CITY’s reasonable arrangements for such performance; or (d) any other defense available to CITY under law or equity applies. Contractor has the burden of proving that any delay was excusable and compensable, including an analysis that establishes non-concurrency.

Page 123 of 609 ends

1774061.2
The Contractor may not seek damages for delay of a planned Completion of the Work before the contractual deadline for Completion of the Work.
6-9 LIQUIDATED DAMAGES. [Add the following to this section]:

It is agreed by the parties to the Contract that time is of the essence and that in the case that all the work is not complete before or upon the expiration of the time limit set forth, damage will be sustained by the City. For each consecutive calendar day in excess of the time specified for the completion of the work, the Contractor shall pay to the City $1,000.00. In addition, the City shall have the right to charge to the Contractor and to deduct from payments for the work the actual cost to the City of engineering, inspection, superintendence, and other overhead expenses, which are directly chargeable to the Contract and which accrue during the period of such delay. The expenses and damages described above shall be deducted from any money due the Contractor under this contract. The Contractor and his sureties shall be liable for any excess cost. 6-9.1 Additional Liquidated Damages. [Add the following section]:

Additional liquidated damages will also be assessed in the amount of $500.00 per calendar day for failure to follow a construction schedule or timely submit periodic progress reports as described in Section 6 of these Special Provisions.

Additional liquidated damages will also be assessed in the amount of $500.00 per calendar day for failure to mobilize to the Project site within 10 working days of the date of the Notice of Proceed as specified in these Special Provisions.

Additional liquidated damages shall be assessed in the amount of $1,000.00 per day for failure to restore damaged utilities within three (3) working days as specified in Section 5 of these Special Provisions.

SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT.
7-3.2 Partial and Final Payment. [Add the following to this section]:

The closure date for periodic progress payments will be five (5) working days prior to the first Monday of each month. The final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-constructed conditions. The City shall withhold from the final payment $15,000 in the event that the Contractor fails to return the control set of Plans and Specifications showing the as-constructed conditions.

SUBSTITUTION OF SECURITIES
In conformance with Public Contract Code Section 22300, the Contractor may substitute securities for any monies withheld by the City to ensure performance under the Contract Agreement.

At the request and expense of the Contractor, the Contractor has the option to deposit securities, which have been approved by the City, and deposited with a State or Federally chartered bank as the escrow agent. Said securities will be used as a substitute for retention earnings required

Page 124 of 609 ends

1774061.2
to be withheld by the City, pursuant to the construction contract. The Contractor shall be the beneficial owner of any securities substituted for moneys withheld and shall receive interest thereon. Said securities shall have no obligation to any other construction contract for substitution of securities in lieu of retention. When the Contractor deposits the City approved securities with the escrow agent, the escrow agent shall notify the City within 10 calendar days of the deposit.

Said securities shall be evaluated quarterly by the escrow agent to verify the current market value.

If the current market value of said securities falls below the required amount, the escrow agent shall notify the Contractor and require additional securities and/or cash to be submitted for City approval, and be held in the escrow account to meet the Contractor's obligations. Said securities shall be held by the escrow agent until such time as the escrow agent receives written notification from the City that the Contractor has satisfactorily completed his contract obligations.

Alternatively, the Contractor may request and the City shall make payment of retention earned directly to the escrow agent at the expense of the Contractor. The Contractor may direct the investment of the payment into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for securities deposited by the Contractor.

The type of securities deposited and the method of release shall be approved by the City Attorney's office.

The full five percent (5%) retention will be deducted from all payments. The City shall hold retainage from the Contractor and shall make prompt and regular incremental acceptances of portions, as determined by the City, of the Contract work, and pay retainage to the Contractor based on these acceptances. The Contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the Contract work by the City. Federal law (49 CFR Section 26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval. Any violation of this provision shall subject the violating Contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code.

These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor, deficient subcontract performance, or noncompliance by a subcontractor.

The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion. . The City may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the City.
7-3.3 Delivered Materials. [Add the following to this section]:

Materials and equipment delivered but not incorporated into the work shall not be included in the estimate for progress payment.
7-3.4 Mobilization. [Add the following to this section]:

Mobilization shall consist of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the Project site; for the establishment of all offices, buildings and other facilities necessary for the work on

Page 125 of 609 ends

1774061.2
this Project; and for all other work and operations which must be performed or cost incurred prior to beginning work on the various contract items on the Project site. Mobilization is deemed to include all aspects of mobilization and de-mobilization work occurring during the life of the Project for any reason.

Full compensation for mobilization shall be included in the Contract LUMP SUM price bid for Mobilization and shall include full compensation for all costs incurred by the Contractor for doing all the work involved in mobilization as specified herein, and no additional compensation will be allowed. Mobilization shall not exceed 5% of the entire bid, excluding mobilization and as shown in the Proposal Bid Sheet.
7-3.5 Contract Unit Prices
7-3.5.1 General. [Replace with the following]:

If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then no adjustment in payment will be made regardless of the quantity of work performed.

If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per 7-3.7. 7-3.5.2 [Delete entire section]
7-3.5.3 [Delete entire Section]
7-3.7 Agreed Prices. [Replace with the following]:

Agreed Prices are prices for new or unforeseen work established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance with Section 7-4. 7-4 PAYMENT FOR EXTRA WORK.
7-4.2 Basis for Establishing Costs.
7-4.2.1 Labor [Amend as follows]:

Delete “Workers Compensation Insurance and Liability Insurance” from the “employer payments” in the first paragraph.
7-4.3 Markup.
7-4.3.1 Work by the Contractor. [Replace with the following]:

The following percentages shall be the maximum added to the Contractor’s costs and shall constitute the markup for all overhead, profits, Workers Compensation Insurance & Liability Insurance;

Page 126 of 609 ends

1774061.2
1) Labor 20
2) Materials 15
3) Equipment Rental 15
4) Other Items and Expenditures 15
To the sum of the Costs and markups provided for this subsection, one percent shall be added as compensation for bonding. In any event, notwithstanding the above markups, the total labor mark-up shall not exceed 33% of the base labor hourly pay rate. No additional compensation shall be allowed.
7-4.3.2 Work by a Subcontractor. [Replace with the following]:

When all or any part of the extra work is performed by a Subcontractor, the markup established in 7-4.3.1 shall be applied to the Subcontractor’s actual cost of work. A markup of ten percent (10%) on the first $5,000 of the subcontracted portion of the extra work and a markup of five percent (5%) on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

The markups mentioned hereinafter shall include, but are not limited to, all costs for all forms of insurance and the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order and pickup or yard trucks used by the above personnel. These costs shall be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

SECTION 9 – FACILITIES FOR CONTRACT PERSONNEL. [Add this section]:
9-1 EXTENDED FIELD OFFICE OVERHEAD COST.

Within fourteen (14) calendar days after receipt of the Notice to Proceed, the Contractor shall submit written statement to the City detailing its field office overhead costs which are time related.

The City will review this first cost submittal and reach a written agreement with the Contractor on a daily field office overhead cost rate which shall be memorialized in a no cost change order. The daily rate agreed to in this change order will be applicable throughout the duration of the Contract.

No field office costs will be paid until such an agreement is reached between the City and the Contractor and the change order concerning this daily rate is executed by both parties. Progress payments will be withheld pending receipt of the above-referenced cost submittal and executed change order.

The individual cost components of the daily field office overhead rate shall represent costs which increase as a direct result of any time extension caused solely and exclusively by an act or omission of the City. This listing may include such cost items as on-site project management, supervision, Engineering and clerical salaries; on-site utilities and rent; on-site company vehicles and their operating expenses; and site maintenance and security expenses. Field office overhead costs which are unaffected by increased time shall not be allowable cost in calculating the daily field office overhead rate. These non-time related costs include, but are not limited to, acquisition and installation of stationary equipment; temporary construction facilities; utilities and office furnishings (unless such items are rented or leased); the preparation of the site including clearing,

Page 127 of 609 ends

1774061.2
grubbing, grading, fencing, mobilizations and demobilization costs; and the costs of permits, bonds and insurance coverage for the Project.

The individual wage cost components used to calculate the daily field office rate shall be supported by actual employee payroll records, not salary ranges or estimates. Hourly rates for management, supervisory, engineering, and clerical employees shall be based upon 2080 work hours per year and shall not include allowances for holidays, vacations, or sick time.

When applicable, the daily field office overhead rate shall be multiplied by the number of days the Contract is delayed or extended by change order and shall be added to the agreed upon change order cost. The days of delay shall be those caused solely by the acts or omissions of the City and documented by a time impact analysis prepared and submitted by the Contractor. In the event a deductive change order is issued which reduces time under the Contract, the daily field office overhead rate shall be used to calculate the deductive amount. No allowance for overhead costs and no profit allowance shall be added to the extended field office overhead cost.

SECTION 10 - RESPONSIBILITIES OF THE CONTRACTOR [Add this section]:
10-1 CONTRACTOR'S EQUIPMENT AND FACILITIES.
10-1.1 General.

Conduct of the Work. The Contractor shall behave, at all times, in a courteous, professional manner. While on site, or entering or exiting the site, there shall be no extraneous activity that might cause disruption to the Project site, surrounding areas, or residents. Failure to comply may result in the suspension of work, or removal of contractor’s staff from the Project.

Noise Levels. A noise level limit of 86 dbA at a distance of fifty feet (50') shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.
10-2 COOPERATION AND COLLATERAL WORK.

The Contractor is advised as to the possibility of other construction projects within the proposed construction zone by the City, other governing agencies or private enterprises. In the event of such projects, the Contractor shall coordinate with the applicable parties as to the extent of any time required to complete their work and shall schedule its work and conduct its operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the City Engineer in the event of a delay in scheduling caused solely by this concurrent work. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed. 10-3 PROJECT SITE MAINTENANCE.
10-3.1 Cleanup and Dust Control.

The Contractor shall keep adjacent properties clean and free of rubbish and debris in a timely manner as necessary and/or as directed by the Engineer.

Page 128 of 609 ends

1774061.2
The Contractor shall implement effective handling, storage, usage, and disposal practices to control material pollution and manage waste and nonstormwater at the job site before they come in contact with storm drain systems and receiving waters.

In accordance with California Senate Bill 1383, Contractor shall recycle at least 75% of construction materials from demolition operations, and shall submit a Construction & Demolition Waste Recycling Plan to the City prior to the start of work. 10-3.1.1 Construction Cleaning [Add the following section]:

The Contractor shall:
(a) Initiate and maintain a daily program to prevent accumulation of debris on-site and along access roads and haul routes. Maintain areas under Contractor's control free of waste materials, debris, weeds 6” high, and rubbish. Maintain site in a clean and orderly condition. (b) Provide suitable covered containers for deposit of debris and rubbish. Dispose of accumulation of extraneous materials, prohibit overloading of trucks to prevent spillages on access and haul routes and provide daily inspection of haul routes to enforce requirements. (c) The Contractor shall supply self-loading motorized street sweepers equipped with a functional water spray system as part of his daily program. (d) Schedule at a minimum, weekly collection and disposal of debris. Provide additional collections and disposals of debris whenever the weekly schedule is inadequate to prevent accumulation.

The Contractor shall remove debris from closed or remote spaces prior to closing the space, control cleaning operations to minimize dust and other particulates and immediately remove clay and earth which adhere to the paved surface of the roadway. Remove by hand scraping, washing, sweeping, and/or other method(s) which will leave a clean non-skid surface without impairing, injuring or loosening the surface.

The Contractor is required to control dust throughout the life of the Contract. The control may be required by job conditions or City Engineer. In any case, the Contractor shall use water or other means to control the dust. No chemical agents may be used without written authorization from the Agency. The Contractor shall be solely responsible for safety problems, accidents or any other complications or claims arising from inadequate dust control.

No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work, or by public traffic, either inside or outside the right-of-way. Full compensation for such dust control will be considered as included in the price paid for the various items of work involved.

No separate payment will be made for any work performed or material used in cleaning the Project. Full compensation for such cleaning shall be considered as included in the price paid for the various items of work involved and no additional compensation will be allowed therefore. 10-6 CONTRACTORS RESPONSIBILITIES FOR WORK

Page 129 of 609 ends

1774061.2
Until Acceptance of the Work, the Contractor shall have the responsibility, charge and care of the Work and of the materials to be used therein (including materials for which it has received partial payment or materials which have been furnished by the City) and shall bear the risk of injury, loss or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the Work.

The Contractor shall rebuild, repair, restore, and make good all injuries, losses, or damages to any portion of the work or the material occasioned by any cause before its completion and acceptance and shall bear the expense thereof. Where necessary to protect the work or materials from damage, the Contractor shall at his expense provide suitable drainage and erect such temporary structures as are necessary to protect the work or materials from damage. The suspension of the work from any cause whatever shall not relieve the Contractor of his responsibility for the work and materials as herein specified. If ordered by the City Engineer, the Contractor shall at his expense properly store materials which have been partially paid for by the City or which have been furnished by the City.

Such storage by the Contractor shall be on behalf of the City, the City shall at all times be entitled to the possession of such materials, and the Contractor shall promptly return the same to the site of the work when requested. The Contractor shall not dispose of any of the materials so stored, except on written authorization from the City.

In an emergency affecting the safety of life or property, including adjoining property, the Contractor, without special instructions or authorizations, is authorized to act at his discretion to prevent such threatened loss or injury, and he shall so act as though instructed to do so by the City.

Page 130 of 609 ends

1774061.2
Appendix A – Laguna Hills Community Center Electrical Upgrades Project Plans

Page 131 of 609 ends

NEW UNDERGROUND CONDUIT WITH NEW BRANCH CIRCUIT WIRING CONSISTING OF 2#10 NEW HOMERUN TO PANEL OR EQUIPMENT AS NOTED A,1 ONE SINGLE PHASE CIRCUIT TO PANEL 'A' SYMBOL DESCRIPTION ELECTRICAL SYMBOLS CODE COMPLIANCE EXISTING ELECTRICAL PANELBOARD, AS DESIGNATED, FLUSH OR SURFACE MOUNTED AS INDICATED. WITH 1 #10 GRD. IN A 3/4" UNDERGROUND CONDUIT. REFERENCE TO ELECTRICAL PLAN NOTES WP WEATHER PROOF E-1 ELECTRICAL NOTES, SCHEDULES AND SINGLE LINE DIAGRAM E-2 PARTIAL ELECTRICAL SITE PLAN E-3 ELECTRICAL NOTES AND SPECIFICATIONS SHEET INDEX THE PROJECT SHALL COMPLY WITH CITY OF SANTA ANA AND OTHER CODES, ORDINANCES, OR LAWS HAVING JURISDICTION ON THE PROJECT. WHICH INCLUDE, BUT ARE NOT LIMITED TO: 2022 CALIFORNIA BUILDING CODE - ( PART 2, TITLE 24, CCR ) 2022 CALIFORNIA ELECTRICAL CODE- ( PART 3, TITLE 24, CCR ) 2022 CALIFORNIA MECHANICAL CODE- ( PART 4, TITLE 24, CCR ) 2022 CALIFORNIA PLUMBING CODE- ( PART 5, TITLE 24, CCR ) 2022 CALIFORNIA FIRE CODE- (PART 9, TITLE 24, CCR ) 2022 CALIFORNIA BUILDING STANDARDS CODE ( PART 12, TITLE 24, CCR ) 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS, (TITLE 24-6) THE ELECTRICAL SCOPE OF WORK UNDER THIS PERMIT IS NEW LED EXTERIOR PATHWAY AND UPLIGHTING FIXTURES, INSTALLATION OF NEW UNDERGROUND SECURITY CONDUIT BACKBONE SYSTEM AND PULL BOXES PLUS THE REPAIR AND REPLACEMENT OF EXISTING DAMAGED CONCRETE UTILITY BOXES AND MAINTENANCE REPAIRS TO RUSTED ELECTRICAL ENCLOSURES, (REFER TO SHEET E-3 FOR SCOPE OF RECONDITIONED EQUIPMENT) SCOPE OF WORK 4. ALL CONDUCTORS/CABLING SHALL BE INSTALLED IN AN APPROVED RACEWAY UNLESS SPECIFICALLY NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. 3. CONDUCTORS SIZE NO.1 AWG AND SMALLER WITH 75 DEGREE C AND 90 DEGREE C INSULATION ARE TO USE THE 60 DEGREE COLUMN OF THE CODE, TABLE 310-16, TO DETERMINE AMPACITY. CONDUCTORS #1/0 AWG AND LARGER WITH 75 DEGREE AND 90 DEGREE INSULATION ARE TO USE THE 75 DEGREE COLUMN OF THE CODE, TABLE 310-16, TO DETERMINE AMPACITY. 2. WHERE INSTALLED IN A RACEWAY, CONDUCTORS OF SIZE NO. 8 AND LARGER SHALL BE STRANDED. 1. ALL CONDUCTORS SHALL BE COPPER TYPE THHN/THWN, 600V AND SHALL BE RATED AT 90 DEGREE C. OR THWN-2, THHW OR THW-2 IN WET LOCATIONS. 5. ALL MAIN POWER RUNS SHALL BE IN EMT CONDUIT. PRE WIRED FLEX IS ONLY ALLOWED WHERE CONCEALED AND ACCESSIBLE. USE EMT BETWEEN EACH J-BOX. RACEWAY AND CONDUCTOR NOTES 3. VIA SEPARATE SUBMITTAL, OBTAIN APPROVALS AND PERMITS FOR ALL ELECTRICAL SUB SYSTEMS WITH POWER SUPPLIES CAPABLE OF PRODUCING MORE THAN 50VA AND/OR 25V. (E.G., SECURITY, TELECOM/DATA, PA, AUDIO VISUAL, HVAC CONTROLS, ETC) 1. THE MAXIMUM COMBINED VOLTAGE DROP ON INSTALLED BRANCH CIRCUIT CONDUCTORS TO FURTHEST LOAD OR OUTLET SHALL NOT EXCEED 5%. BUILDING DEPARTMENT NOTES 2. ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE LISTED, LABELED, OR CERTIFIED FOR ITS USE BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY ITS MANUFACTURER, (CEC 110.2 AND 110.3(B). LIGHTING FIXTURE SCHEDULE TYPE/SYMBOL DESCRIPTION FX-A NEW ABOVE GROUND WATERTIGHT LED PATHWAY LIGHT FIXTURE WITH SIDE THROW DISTRIBUTION AND INTEGRAL MULTI-TAP 0-10 VOLT DRIVER; FIXTURE SHALL BE INSTALLED ON A CONCRETE FOOTING WITHIN LANDSCAPING ALONG PATHWAY AT 20' CENTERS; PROVIDE COMPLETE WITH ALL REQUIRED MOUNTING HARDWARE, (EXACT LOCATIONS TO BE DETERMINED). COLOR TO BE SELECTED. (11W) LAMP: MANUF: 4000K LED (INCLUDED) INTER-LUX #AE3.8-E59950/E59166 (NO SUBSTITUTIONS) FX-B EXISTING SINGLE LINE DIAGRAM U.G.P.S. 1600A 3PGFP (E) NEMA 3R 1600A MAIN SWITCHBOARD 'MS' 277/480V, 3-PHASE, 4-WIRE (SQ. D) (E) FROM SDGE XFMR. (1600A BUS, BRACED @ 30KAIC)
EXIST. FEEDER 800A 3P (E) TO DISTR. BRD. 'DB' @ COMMUNITY CENTER ELECTRICAL ROOM (E) TO IRRIGATION CONTROLLER 40A 3P (E) TO FOUNTAIN PUMP 20A 3P EXIST. FEEDER
EXIST. FEEDER (E) 'A' PNL. LTG. (E) 'B' EXIST. FEEDER (E) 75KVA XFMR. 'T-1' 208Y/ 480V 120V PNL (E) 'RR' 400A 3P 20A 2P EXIST. FEEDER
EXIST. FEEDER EXIST. FEEDER (E) 120/240V PWR. CENTER 'XMAS SO.' (E) 40A PNL. 20A 2P EXIST. FEEDER (E) 120/240V PWR. CENTER 'XMAS NO.' (E) 40A PNL. (E) SERVICE GROUNDS (E) NEMA 3R UGPS & METER (SQ. D) (E) NEMA 3R MAIN C.B. (SQ. D) FX-C PNL. LTG. (@ MAINT. RM) (@ MAINT. RM) 20A 2P EXIST. FEEDER (E) 120/240V PWR. CENTER 'RDR NO.' (E) 30A PNL. 20A 2P EXIST. FEEDER (E) 120/240V PWR. CENTER 'RDR SO.' (E) 30A PNL. 20A 2P EXIST. FEEDER (E) 120/240V PWR. CENTER 'RR' (@ HOCKEY RR) (E) 40A PNL. (@ MAINT. RM) SINGLE LINE DIAGRAM NOTES EXISTING PANELS AND SWITCHBOARD SHALL BE CLEANED, INCLUDING RUST REMOVAL. REFER TO ELECTRICAL NOTES AND DIVISION 26 SPECIFICATIONS ON SHEET E-3 FOR FURTHER REQUIREMENTS UNDER THIS BASE BID. CONTRACTOR SHALL WALK THE SITE AND OBSERVE EXISTING FIELD CONDITIONS THROUGH OUT AS NEEDED TO ENSURE ENTIRE SCOPE OF REPAIRS/RECONDITIONING IS INCLUDED IN THE BASE BID; (REFER TO RECONDITIONING NOTES ON SHEET E-3 FOR ADDITIONAL REQUIREMENTS). 1 1 1 1 1 1 EXACT LOCATION OF THIS EQUIPMENT IS UNKNOWN AT THIS TIME. CONTRACTOR SHALL FIELD LOCATE AND SHOW LOCATION ON AS BUILTS. (E) TO VAULT PANEL 40A 3P 2 (E) 45KVA XFMR. 'T-3' 208Y/ 480V 120V PNL 125A (E)
EXIST. FEEDER 70A 3P (E) 'CARNIVAL' PANEL
EXIST. FEEDER
2 2 20A 2P
EXIST. FEEDER
EXIST. FEEDER (E) TO WALKWAY LTG #W2 & W3 (TYP. OF 2) 20A 3P EXIST. FEEDER (E) TO HOCKEY LTG. POLE # 3 & 4 (TYP. OF 2)20A 2P EXIST. FEEDER (E) TO HOCKEY AREA SECURITY LTG. 20A 3P
EXIST. FEEDER (E) TO PARKING LOT #3 LTG. 40A 3P
EXIST. FEEDER (E) TO IRRIG. BOOSTER PUMP OTHER THAN SERVICES DESCRIBED IN NOTE #1, THERE IS NO NEW EQUIPMENT AND/OR WORK WITHIN THIS SWITCHBOARD. 3 SC EXISTING CONCRETE UTILITY/PULL BOX EXISTING POLE OR BUILDING MOUNTED WIRELESS SECURITY CAMERA REFER TO SHEET E-3 FOR ADDITIONAL NOTES AND SPECIFICATIONS THAT FORM A PART OF THIS BASE BID. (23W) NEW ABOVE GROUND WATERTIGHT LED WALLWASH FIXTURE WITH WALLWASH OPTICS, TAMPER RESISTANT STAINLESS STEEL HARDWARE AND INTEGRAL MULTI-TAP 0-10 VOLT DRIVER; FIXTURE SHALL BE INSTALLED ON A CONCRETE FOOTING IN SLOPED LANDSCAPING FOR THE ILLUMINATION OF LOW WALL. PROVIDE COMPLETE WITH ALL REQUIRED MOUNTING HARDWARE. (EXACT LOCATIONS AND MOUNTING DETAILS TO BE DETERMINED). COLOR TO BE SELECTED. LAMP: MANUF: 4000K LED (INCLUDED) BK LIGHTING #1394-YO-LED-TR-X133-WW-X-CS-0-10 (NO SUBSTITUTIONS) NEW ABOVE GROUND WATERTIGHT LED UPLIGHT FIXTURE, WITH HALF SHIELD AND INTEGRAL MULTI-TAP 0-10 VOLT DRIVER; FIXTURE SHALL BE INSTALLED ON A CONCRETE FOOTING, LOCATED IN PLANTER AREA AT SOUTH SIDE OF GAZEBO. PROVIDE COMPLETE WITH ALL REQUIRED MOUNTING HARDWARE. (EXACT LOCATIONS AND MOUNTING DETAILS TO BE DETERMINED). COLOR TO BE SELECTED. LAMP: MANUF: 4000K LED (INCLUDED) VISTA LIGHTING #1045-X-WF-40-B-MV-HS (NO SUBSTITUTIONS) (14W) SERVICE CALC'S @ EXIST. 1600 AMP MAIN SWITCH BOARD 'MS' (THREE MONTHSDGE BILLING CYCLE BETWEEN JUNE 2023 AND OCTOBER 2023) HIGH DEMAND, (OCTOBER 2023): = 229.8 KW 25% SAFETY FACTOR: = 57.4 KW TOTAL: = 287.2 KW OR 346 AMPS NEW BELOW GRADE WP PULL BOX AT LIGHT POLE BASE NEW BELOW GRADE WP PULL BOX AT CONDUIT HOMERUNS21 JOB NO.: SQ. FTG. DRAWN BY: PA / PM:

REMARKS DATE DATE REMARKS E-1

NOTES, SCHEDULES & SINGLE LINE DIAGRAM
CLIENT REVIEW 01/30/2025 24-030
# ELECTRICAL NOTES, SCHEDULES & SINGLE LINE DIAGRAM N/A VBK PLK Foster Design Group
Consulting Engineers Inc. LAGUNA HILLS COMMUNITY CENTER 25555 ALICIA PARKWAY
LAGUNA HILLS, CA 92653
SITE ELECTRICAL AND LIGHTING UPGRADES FOR:
1 PLAN CHECK CORRECTIONS 07/01/2025

Page 132 of 609 ends

PARTIAL ELECTRICAL SITE PLAN SCALE: 1" = 40' - 0" BASEBALL FIELD SOCCER FIELD #1
SOCCER FIELD #2 LITTLE LEAGUE FIELD
PARKING LOT #1 IN-LINE HOCKEY
PARKING LOT #3 PARKING LOT #2 ALICIA PARKWAY
PASEO DE VALENCIA (E) POWER CENTER PEDESTAL 'XMAS NO.' (E) POWER CENTER PEDESTAL 'XMAS SO.' (E) POWER CENTER PEDESTAL 'RDR SO.' POLE MOUNTED 50A, 120/240V RECEPTACLE POLE MOUNTED 50A, 120/240V RECEPTACLE POLE MOUNTED 50A, 120/240V RECEPTACLE (E)POWER CENTER 'RR' (E) POWER CENTER PEDESTAL 'REDR NORTH' POLE MOUNTED 50A, 120/240V RECEPTACLE 17" X 30" COMM. PULL BOX RR, SNACK BAR & MAINT. RM. BUILDING (TYPICAL) FX-A 3 2 (TYPICAL)
9 (TYPICAL) FX-C
5 (TYPICAL) FX-B
4 (TYPICAL OF 23) (TYPICAL OF 7) (TYPICAL OF 5) ELECTRICAL NOTES EXISTING 1600 AMP NEMA 3R MAIN SWITCHBOARD AND MUSCO LIGHTING CONTROL CABINET. REPLACE EXISTING DAMAGED NEMA 3R EXTERIOR CABINET AT MUSCO RELAY SYSTEM AND POUR NEW 3"H. CONCRETE HOUSEKEEPING PAD; BLOW AND VACUUM CLEAN ALL OTHER ELECTRICAL PANELS AND EQUIPMENT OCCURRING INSIDE THE NEMA 3R ENCLOSURE. THIS SCOPE SHALL INCLUDE RUST REMOVAL AND REPAINTING EQUIPMENT COVERS WITH RUST INHIBITOR OR PROTECTIVE COATINGS. REFER TO NOTES AND SPECIFICATIONS ON SHEET E-3 FOR ADDITIONAL REQUIREMENTS THAT SHALL BE A PART OF THIS BASE BID. NEW PATHWAY LIGHTING FIXTURES SHALL BE MOUNTED ON CONCRETE BASE ON APPROXIMATE 20' CENTERS; EXACT LOCATIONS AND INSTALLATION DETAILS TO FOLLOW. DENOTES APPROXIMATE LOCATION OF EXISTING IN GRADE CONCRETE UTILITY BOXES, (HEREIN AFTER REFERRED TO AS 'CHRISTY' BOXES), OCCURRING IN A TOTAL OF 89 LOCATIONS. SCOPE OF WORK FOR EACH BOX SHALL INCLUDE THE REMOVAL AND REPLACEMENT OF EACH BOX, (INCLUDING CONCRETE COVERS), ALL DIGGING AND/OR TRENCHING PLUS ALL WORK REQUIRED TO ENSURE BOX STABILITY AND WATER DISPLACEMENT; PERFORM RESISTANCE TESTING OF WIRING WHERE IT HAS BEEN SUBJECTED TO WATER. EXTEND CONCRETE FROM EXISTING SIDEWALK AROUND VAULT TO WRAP AROUND NEWLY INSTALLED UTILITY BOXES. REFER TO NOTES AND SPECIFICATIONS ON SHEET E-3 FOR ADDITIONAL REQUIRE,REQUIREMENTS THAT SHALL BE A PART OF THIS BASE BID. PROVIDE A PER UNIT COST AS A SEPARATE LINE ITEM TO ALLOW FOR THE CITY TO DETERMINE WHERE REPAIRS VS FULL REPLACEMENT MIGHT BE PREFERRED. 12 35
7 RESTROOM BUILDING (E) 75KVA XFMR. 'T-1'

T RR (E)
A B (E) (TYPICAL) 7
RR,31 6 31 31 31
T (E) NEMA 3R 1600A MAIN SW. BRD. 'MS' & MUSCO LTG.CONTROL CABINET 1 (E) SDGE PAD MOUNT XFMR. COMMUNITY CENTER 31 31 3131 31 313131 3131 31 3131 31 31 31 31 31 31 31 31 31 31 31 31 31 31 W1 SC 8 8
8 8 13 ELECTRICAL NOTES (CONTINUED) 12 12 12 11 11 11 11 10 (TYP. UNO) 12 4 SIMILAR TO NOTE #3 EXCEPT FIXTURES ARE TO BE INSTALLED ON SLOPE WITH A WEATHER RESISTANT RAB 'MIGHTY POST' . SIMILAR TO NOTE #3 EXCEPT FIXTURES ARE TO BE INSTALLED IN PLANTER AREA WITH A WEATHER RESISTANT RAB 'MIGHTY POST' . 6 TRENCH, SAW CUT AND/BORE SAW AS NEEDED TO PROVIDE NEW UNDERGROUND HOMERUN INTO PANEL NOTED LOCATED WITHIN THE MAINTENANCE BUILDING. CAREFULLY COORDINATE WITH THE CITY TO PROVIDE THEM WITH OPTIONS FOR THE EXACT ROUTING AND TRENCHING AS WELL AS THE SUGGESTED ENTRY POINT AND METHOD INTO THE STRUCTURE. REFER TO UNDERGROUND CONDUIT NOTES ON SHEET E-3 FOR ADDITIONAL REQUIREMENTS. DENOTES NEW MINIMUM 3/4" UNDERGROUND PVC CONDUIT WITH 2#10 AND 1#10 CU. GROUND. TRENCH AND SAWCUT AS NEEDED FOR A MINIMUM DEPTH OF 18". REFER TO UNDERGROUND CONDUIT NOTES ON SHEET E-3 FOR ADDITIONAL REQUIREMENTS. 8 EXISTING PEDESTAL MOUNTED NEMA 3R SELF CONTAINED POWER CENTERS WITH EXISTING TRANSFORMER AND BRANCH CIRCUIT BREAKERS. CONTRACTOR SHALL FIELD VERIFY THE PHYSICAL CONDITION OF EACH LOCATION AND PROVIDE THE MAINTENANCE DESCRIBED IN NOTE #1 ABOVE AND APPLICABLE NOTES ON SHEET E-3. DENOTES EXISTING POLE AND/OR BUILDING MOUNTED WIRELESS SECURITY CAMERAS. INSTALL NEW 12"W X 18"L X 12"D NEMA 3R PULL BOX AT BASE OF EACH POLE AND (1) 3/4" EMT CONDUIT RISER SURFACE MOUNTED ON POLE EXTERIOR TO CAMERA, (ASSUMING +16'). REFER TO SITE PLAN FOR UNDERGROUND CONDUIT SIZE BETWEEN POLES AND CONDUITS INTO COMM CABINETS LOCATED IN MAINTENANCE ROOM, (SEE NOTE #15 FOR ADDITIONAL INFORMATION). 1011 DENOTES EXISTING POLE MOUNTED RECEPTACLE, SHOWN FOR REFERENCE ONLY, NO NEW WORK REQUIRED. 12 DENOTES APPROXIMATE ROUTING OF EXISTING 2" UNDERGROUND COMMUNICATION CONDUIT STUBBED UP AT EXISTING COMM CABINETS LOCATED IN MAINTENANCE ROOM; SHOWN FOR REFERENCE ONLY, NO NEW WORK. 13 DENOTES EXISTING COMMUNICATION PULL BOXES FOR TELECOM, VIDEO, SPEAKER AND CABLE TV CABLES; SHOWN FOR REFERENCE ONLY, NO NEW WORK. 14 TOTAL OF (4) EXISTING 2" UNDERGROUND COMMUNICATION SYSTEM CONDUITS STUBBED UP AT SERVER ROOM LOCATED WITHIN COMMUNITY CENTER BUILDING; SHOWN FOR REFERENCE ONLY, NO NEW WORK. REMOVE AND REPLACE EXISTING EXTERIOR POWER CENTER 'RR' SWITCHGEAR AND BREAKERS AND EXTEND EXISTING CONCRETE HOUSEKEEPING PAD. SCOPE SHALL INCLUDE REPLACEMENT OUTDOOR MUSCO STAND-ALONE CABINET ONLY, (NO NEW RELAYS). 9 SC SC SC SC SC SC SCSC SCSC SC SC SC SC SC SC SC SC 1-1/4" FIBER OPTIC UG CONDUIT 1-1/4" FIBER OPTIC UG CONDUIT 16 1-1/4" FIBER OPTIC UG CONDUIT 16 1-1/4" FIBER OPTIC UG CONDUIT 16 2" FIBER OPTIC UG CONDUIT 15 15 FOR THIS HOMERUN, CONTRACTOR SHALL PROVIDE NEW BELOW GRADE PULL BOX FOR EVERY 400' OF STRAIGHT RUNS, AT EVERY 90 DEGREE BEND AND WHERE THERE ARE MORE THAN TWO 45 DEGREE BENDS; EXACT CONDUIT AND PULL BOX SIZE SHALL BE CAREFULLY COORDINATED AND CONFIRMED WITH THE CITY'S SECURITY VENDOR. ROUTE IN COMMON TRENCH WITH LIGHTING SYSTEM CONDUITS WHEREVER POSSIBLE. (REFER TO ELECTRICAL NOTE #6 AND UNDERGROUND CONDUIT NOTES ON E-3 FOR ADDITIONAL INSTALLATION REQUIREMENTS). 2" UG C. HOMERUN TO COMM CABINET FOR FIBER OPTIC CABLE 15 15 2" FIBER OPTIC UG CONDUIT 16 15 2" FIBER OPTIC UG CONDUIT 16 2" FIBER OPTIC UG CONDUIT HOMERUN TO COMM CABINET 15 16 SIMILAR REQUIREMENTS AS NOTE #15 EXCEPT INDICATES DAISY CHAINED CONDUITS. PULL BOX 'B' PULL BOX 'A' PULL BOX 'C' 17 17 17 17 NEW 17"W X 30"L X18" D BELOW GRADE CONCRETE PULL BOX WITH REMOVABLE COVER AND QUANTITY OF KO'S REQUIRED FOR THE NUMBER OF CONDUITS INDICATED. EXACT SIZE SHALL BE CONFIRMED WITH CITY'S SECURITY VENDOR. 1-1/4" FIBER OPTIC UG CONDUIT 16 2" UG C. HOMERUN TO COMM CABINET FOR FIBER OPTIC CABLE 2" UG C. HOMERUN TO COMM CABINET FOR FIBER OPTIC CABLE SC 18 18 PROVIDE NEW STEEL POLE, (HEIGHT AS DIRECTED BY CITY), FOR NEW CITY PROVIDED CAMERA. EXACT LOCATION SHALL BE CONFIRMED AND COORDINATED IN FIELD. SC18 1-1/4" FIBER OPTIC UG CONDUIT 16 (E) POWER CENTER PEDESTAL 8 JOB NO.: SQ. FTG. DRAWN BY: PA / PM:

REMARKS DATE DATE REMARKS E-2

ELECTRICAL SITE PLAN
CLIENT REVIEW 01/30/2025 24-030
# ELECTRICAL SITE PLANN/A VBK PLK
Foster Design Group
Consulting Engineers Inc. LAGUNA HILLS COMMUNITY CENTER 25555 ALICIA PARKWAY
LAGUNA HILLS, CA 92653
SITE ELECTRICAL AND LIGHTING UPGRADES FOR:

CLIENT REVIEW #2 04/10/2025
1 PLAN CHECK CORRECTIONS 07/01/2025

Page 133 of 609 ends

CORRECTION OF UNEVEN CHRISTY BOX B. EXCAVATION: C. RE-LEVELING THE BOX: D. BACKFILLING AND COMPACTION: E. FINISHING: D. REPAIRS AND OR REPLACEMENT FOR SUNKEN CHRISTY BOXES: 3. INSTALLATION OF NEW BOXES: E. CHRISTY BOX CONCRETE SLEEVES: ASSESSMENT AND PREPARATION: 1. EXCAVATION: 2. INSTALLATION OF CONCRETE SLEEVES: 3. BACKFILLING AND COMPACTION FINISHING: F. GENERAL CHRISTY BOX INSTALLATION: 2. INSTALLATION RECOMMENDATIONS: c. UNDERGROUND ENCLOSURES SHALL BE MANUFACTURED BY OLDCASTLE/CHRISTY. BOXES AND COVERS SHALL BE CONCRETE AND HAVE A PEDESTRIAN RATED MINIMUM VERTICAL TEST LOAD OF 350 POUNDS PER SQUARE FOOT. THE CONCRETE SHALL TET TO A MINIMUM OF 4500 PI COMPRESSIVE STRENGTH. b. PLACE SELECTED BACKFILL INTO EXCAVATION AT 12” LIFTS AND COMPACT. THE BACKFILL SHOULD BE DISCONTINUED AT APPROXIMATELY 8” BELOW THE FINISH GRADE. THE FINAL 8” OF THE EXCAVATION SHALL BE FINISHED WITH CONCRETE. THIS SHALL BE ACCOMPLISHED BY PROVIDING A FORM AROUND THE ENCLOSURE THAT WILL PRODUCE 8” WIDE COLLAR, (SEE SKETCH). 5. COMPLIANCE AND SAFETY: ENSURE ALL WORK IS PERFORMED IN COMPLIANCE WITH LOCAL CODES AND REGULATIONS. CONDUCT NECESSARY INSPECTIONS AND TESTING IN THE PRESENCE OF THE OWNER TO VERIFY THE INTEGRITY AND SAFETY OF THE NEW INSTALLATIONS. 4. BACKFILLING AND COMPACTION: BACKFILL THE EXCAVATION WITH THE MATERIAL SPECIFIED ELSEWHERE, ENSURING PROPER COMPACTION TO PREVENT FURTHER SETTLING; RESTORE THE SURFACE TO ITS ORIGINAL CONDITION. 2. EXCAVATION AND REMOVAL: EXCAVATE EXISTING CHRISTY BOXES TO EXPOSE FULLY AND CAREFULLY REMOVE SUNK BOXES SO AS NOT TO DAMAGE CONDUIT AND/OR WIRING CONTAINED THEREIN. 1. IDENTIFY AND ASSESS: CONTRACTOR SHALL INSPECT CONCRETE TO IDENTIFY ALL CHRISTY BOXES WHICH ARE SUNK BELOW GRADE LEVEL. CONFIRM THE INTEGRITY OF THE ELECTRICAL CONNECTIONS CONTAINED THEREIN AND ANY POTENTIAL IMPACT ON THE SURROUNDING INFRASTRUCTURE. ELECTRICAL GEAR B. SWITCHBOARD COVER REPLACEMENT WHERE RUSTED: C. EXISTING OUTDOOR PAD MOUNTED ELECTRICAL EQUIPMENT: D. TESTING AND REFURBISHING SWITCHBOARDS: 7. REASSEMBLE AND TEST: REASSEMBLE THE SWITCHBOARD AND/OR SUB STATIONS 6. LUBRICATE MOVING PARTS: APPLY APPROPRIATE LUBRICANTS TO MOVING PARTS SUCH AS HINGES, AND SWITCHES TO ENSURE OPERATION. 5. TIGHTEN CONNECTIONS: TIGHTEN ALL ELECTRICAL CONNECTIONS TO ENSURE THEY ARE SECURE AND FREE FROM ANY LOOSE CONNECTIONS. 4. CHECK FOR CORROSION: INSPECT FOR ANY SIGNS OF CORROSION AND TREAT AFFECTED AREA WITH A RUST REMOVER OR CORROSION INHIBITOR. 3. CLEAN COMPONENTS: CLEAN ALL COMPONENTS, INCLUDING BUSBARS, BREAKERS AND CONTROL PANELS, USING A .SOFT BRUSH AND A MILD CLEANING SOLUTION. 2. REMOVE DUST AND DEBRIS: USE A VACUUM CLEANER TO REMOVE DUST AND DEBRIS FROM THE SWITCHBOARD AND ITS COMPONENTS. 1. POWER DOWN: ENSURE THE SWITCHBOARD IS DE-ENERGIZED AND LOCKED OUT/TAGGED OUT BEFORE STARTING ANY WORK. E. CLEANING AND REFURBISHING PROCEDURE: 7. SYSTEM FUNCTION TEST: PERFORM A SYSTEM FUNCTION TEST TO VERIFY THAT ALL PROTECTIVE DEVICES AND CONTROLS ARE FUNCTIONING CORRECTLY. 6. TRIP TIME TEST: TEST THE TRIP TIME OF AIR CIRCUIT BREAKERS (ACB’S)TO ENSURE THE OPERATE WITHIN THE ACCEPTABLE RANGE. 5. VOLTAGE TRANSFORMER (VT) TEST: CHECK THE VT RATIO, POLARITY, WINDING RESISTANCE, AND INSULATION RESISTANCE USING A VT ANALYZER. 4. CURRENT TRANSFORMER (CT) TEST: VERIFY THE CT RATIO, POLARITY BURDEN, KNEE POINT AND WINDING RESISTANCE USING A CT ANALYZER. 3. INSULATION RESISTANCE TEST: USE A MEGGER TO TEST THE INSULATION RESISTANCE BETWEEN THE BUSBARS, BETWEEN BUSBARS AND GROUND, AND BETWEEN DIFFERENT PHASES. 2. MECHANICAL INSPECTIONS: ENSURE ALL MOVING PARTS, SUCH AS BREAKERS AND SWITCHES, OPERATE SMOOTHLY AND CORRECTLY. 1. VISUAL INSPECTION: CONDUCT A THOROUGH VISUAL INSPECTION OF THE SWITCHBOARD, CHECKING FOR ANY SIGNS OF DAMAGE, CORROSION, OR LOOSE CONNECTIONS. 8. DOCUMENTATION: DOCUMENT THE LEVELING PROCESS, INCLUDING THE MATERIALS USED AND ANY INSPECTIONS OR TESTS PERFORMED. 7. REINSTALLATION: REINSTALL ANY PROTECTIVE COVERINGS OR BARRIERS AROUND THE SWITCHGEAR AND PAD. 6. FINAL INSPECTION: ONCE THE COMPOUND HAS CURED, INSPECT THE PAD TO ENSURE IT IS LEVEL AND SMOOTH. MAKE NECESSARY ADJUSTMENTS OR TOUCH-UPS. 5. CURING: ALLOW THE COMPOUND TO CURE ACCORDING TO THE MANUFACTURER’S INSTRUCTIONS. THIS MAY TAKE SEVERAL HOURS TO A DAY, DEPENDING ON THE PRODUCT AND ENVIRONMENTAL CONDITIONS. 4. APPLICATION OF SELF-LEVELING COMPOUND: USE A SELF -LEVELING CONCRETE COMPOUND TO FILL IN LOW SPOTS AND LEVEL THE PAD. POUR THE COMPOUND ONTO PAD AND SPREAD EVENLY AND ALLOW TO CURE. 3. EXCAVATION: CAREFULLY EXCAVATE AROUND THE PAD TO EXPOSE THE UNEVEN AREAS. REMOVE ANY LOOSE OR DAMAGES CONCRETE. 2. PREPARATION: CLEAR THE AREA AROUND THE SWITCHGEAR AND PAD OF ANY DEBRIS OR OBSTRUCTIONS. ENSURE THAT THE SWITCHGEAR IS PROPERLY SUPPORTED AND SECURED DURING THE LEVELING PROCESS. 1. ASSESSMENT: INSPECT ALL PADS TO DETERMINE THE EXTENT OF THE UNEVENNESS AND IDENTIFY ANY UNDERLYING ISSUES THAT MAY NEED TO BE ADDRESSED. 1. CONTRACTOR SHALL PURCHASE REPLACEMENT COVERS DESIGNED FOR NEMA 3R ENCLOSURES. COVERS SHALL BE GALVANIZED STEEL, STAINLESS STEEL OR ALUMINUM TO PREVENT FUTURE RUSTING. WHEN SELECTING REPLACEMENT COVER, MATCH THE SPECIFICATIONS OF THE EXISTING ENCLOSURE TO ENSURE PROPER FIT. 5. REASSEMBLE: REASSEMBLE THE SWITCHBOARD COVERS AND RECONNECT ALL EXISTING TO REMAIN CONDUCTORS AND GROUNDING. 4. PAINT THE COVERS: APPLY A COAT OF PAINT DESIGNED FOR METAL SURFACES. USE A PAINT THAT IS RESISTANT TO METAL CORROSION. APPLY MULTIPLE THIN COATS RATHER THAN ONE THICK COAT FOR BETTER COVERAGE AND DURABILITY. 3. PRIME THE SURFACE: APPLY A RUST INHIBITING PRIMER SUITABLE FOR METAL SURFACES. 2. CLEAN THE SURFACE: ONCE RUST IS REMOVED, CLEAN SURFACE WITH A DEGREASER OR MILD DETERGENT TO REMOVE DIRT, GREASE AND/OR RESIDUE. 1. REMOVE RUST: USE A WIRE BRUSH, SANDPAPER OR RUST REMOVER SOLUTION TO SCRUB OFF THE RUSTED AREAS; TAKE CARE TO AVOID DAMAGING THE METAL. d. VERIFY THAT THE CHRISTY BOXES ARE EASILY ACCESSIBLE AND THAT THE INSTALLATION MEETS ALL RELEVANT SAFETY AND COMPLIANCE STANDARDS. c. RESTORE THE SURROUNDING SURFACE TO ITS ORIGINAL CONDITION. b. COMPACT THE BACKFILL MATERIAL TO PREVENT FUTURE SETTLING AND ENSURE STABILITY. a. BACKFILL THE EXCAVATION AROUND THE CONCRETE SLEEVES WITH APPROPRIATE MATERIAL. c. VERIFY THAT THE TOP OF THE CONCRETE SLEEVES IS LEVEL WITH THE SURROUNDING SURFACE. b. ENSURE THAT THE SLEEVES ARE POSITIONED EVENLY AND SECURELY AROUND THE BOXES. a. PLACE THE PRECAST CONCRETE SLEEVES AROUND EACH CHRISTY BOX. d. ENSURE THAT THE EXCAVATION IS SUFFICIENTLY WIDE AND DEEP TO ACCOMMODATE THE CONCRETE SLEEVES. c. CAREFULLY EXCAVATE AROUND THE IDENTIFIED CHRISTY BOXES TO EXPOSE THEM FULLY. b. MARK THE AREA AROUND EACH BOX WHERE CONCRETE SLEEVES WILL BE INSTALLED. a. INSPECT THE SITE TO IDENTIFY THE CHRISTY BOXES THAT REQUIRE ADDITIONAL SUPPORT. SECURELY POSITION AND LEVEL BOXES WITH THE SURROUNDING SURFACE. INSTALL NEW CHRISTY BOXES AT THE GRADE LEVEL APPROVED BY THE OWNER TO ENSURE PROPER FUNCTIONALITY AND ACCESS. 4. FINISH THE FINAL 8 INCHES OF THE EXCAVATION WITH CONCRETE TO CREATE A COLLAR AROUND THE ENCLOSURE. 3. BACKFILL IN LAYERS: PLACE THE SELECTED BACKFILL MATERIAL INTO THE EXCAVATION IN 12 INCH LIFTS AND COMPACT EACH LAYER. 2. PLACE GRAVEL BASE: ADD 3 TO 6 INCHES OF COMPACTED GRAVEL OR SAND AT THE BOTTOM. 1. PREPARE EXCAVATION: DIG APPROXIMATELY 6 INCHES DEEPER THAN THE HEIGHT OF THE BOX. 2. INSPECT THE CORRECTED CHRISTY BOX TO ENSURE IT IS PROPERLY ALIGNED AND ACCESSIBLE. 1. RESTORE THE SURROUNDING SURFACE TO ITS ORIGINAL CONDITION, ENSURING A SMOOTH AND EVEN FINISH. 3. PLASTIC SHIMS 2. RUBBER LEVELING BLOCKS 1. COMPOSITION SHIMS 3. VERIFY THAT THE CHRISTY BOX REMAINS LEVEL DURING THE BACKFILLING AND COMPACTION PROCESS. 2. COMPACT THE BACKFILL MATERIAL IN LAYERS TO PREVENT FUTURE SETTLING AND ENSURE STABILITY 1. BACKFILL THE EXCAVATION WITH APPROPRIATE MATERIAL, ENSURING THAT IT IS EVENLY DISTRIBUTED AROUND THE BOX. 3. CONFIRM THAT THE TOP OF THE CHRISTY BOX IS LEVEL WITH THE SURROUNDING SURFACE AND THAT IT IS SECURE AND STABLE. 2. PLACE SHIMS OR LEVELING BLOCKS UNDER THE BOX AS NEEDED TO ACHIEVE A STABLE LEVEL POSITION. 1. USE A PRY BAR OR SIMILAR TOOL TO LIFT AND ADJUST THE CHRISTY BOX TO A LEVEL POSITION. 2. ENSURE THAT THE EXCAVATION IS WIDE ENOUGH TO ACCESS AND MANIPULATE THE BOX WITHOUT CAUSING DAMAGE TO THE SURROUNDING INFRASTRUCTURE. 1. CAREFULLY EVACUATE AROUND THE PERIMETER OF THE CHRIST BOX TO EXPOSE ITS SIDES AND BASE. 2. CLEAR THE AREA AROUND THE BOX OF ANY DEBRIS OR OBSTRUCTION TO ALLOW FOR SAFE AND EFFICIENT CORRECTION PROCESS. 1. INSPECT THE EXISTING CHRISTY BOXES TO DETERMINE THE EXTENT OF THE UNEVENNESS AND ANY FACTORS CONTRIBUTING TO THIS ISSUE. A. SITE ASSESSMENT AND PREPARATION: UTILITY BOXES ELECTRICAL EQUIPMENT & WIRING F. WATERPROOF WIRE CONNECTIONS: G. MAKING WATERTIGHT CONDUIT ENTRIES: I. FINAL INSPECTION AND TESTING: J. NEW BRANCH CIRCUIT CONDUIT AND WIRE: 2. ALL CONDUCTORS SHALL BE COPPER, THWN-2 RATED FOR 90 DEGREES. 1. ALL NEW UNDERGROUND OUTSIDE BRANCH CIRCUITS ARE TO BE RUN IN SCHEDULE 40 NON METALLIC CONDUIT, EXPOSED SURFACE MOUNTED CONDUITS SHALL BE RUN IN METAL CONDUITS AND PAINTED TO MATCH STRUCTURE. 3. CONFIRM THAT THE INSTALLATION MEETS ALL RELEVANT SAFETY AND COMPLIANCE STANDARDS. 2. TEST THE CONNECTIONS FOR WATERTIGHT INTEGRITY BY APPLYING WATER OR USING A MOISTURE DETECTION TOOL. 1. INSPECT ALL INSTALLED WATERPROOF WIRE CONNECTIONS AND CONDUIT ENTRIES TO ENSURE THEY ARE PROPERLY SEALED AND SECURE. 6. APPLY ADDITIONAL SEALING MATERIAL WHERE NEEDED TO ENSURE A COMPLETE WATERTIGHT CONNECTION. 5. TIGHTEN THE CONNECTORS PER THE MANUFACTURERS SPECIFICATIONS TO ENSURE A SECURE FIT. 4. APPLY SEALING GASKETS AROUND CONNECTORS TO CREATE A WATERTIGHT SEAL. 3. INSERT WATERPROOF CONNECTORS INTO CONDUIT ENTRY POINTS, ENSURING A SNUG AND SECURE FIT. 2. WHERE NEEDED, ENLARGE OR SMOOTH THE CONDUIT ENTRY POINTS TO ENSURE A PROPER FIT FOR THE CONNECTORS. 1. INSPECT EXISTING CONDUIT ENTRIES AT ALL ELECTRICAL EQUIPMENT AND CHRISTY BOXES FOR SIGNS OF WEAR OR GAPS THAT COMPROMISE THE WATERPROOF INTEGRITY. 4. VERIFY THAT ALL WIRE CONNECTIONS ARE PROPERLY SEALED AND PROTECTED FROM MOISTURE. 3. APPLY WATERPROOF SEALING GEL OR HEAT-SHRINK TUBING OVER THE CONNECTORS FOR ADDITIONAL LAYER OF PROTECTION. 2. INSERT THE STRIPPED WIRE ENDS INTO WATERPROOF WIRE CONNECTORS, ENSURING A SECURE AND TIGHT CONNECTION. 1. STRIP THE WIRE ENDS TO THE APPROPRIATE LENGTH TO ENSURE THEY ARE CLEAN AND FREE OF CORROSION. B. LEVELING OF EXISTING CHRISTY BOXES: TO LEVEL UNDERGROUND CHRISTY BOXES, USE COMPOSITE SHIMS OR RUBBER LEVELING. THE FOLLOWING OPTIONS ARE APPROVED: C. CHRISTY BOXES SETTLING NOTES: TO PREVENT FURTHER SETTLING AROUND A CHRISTY BOX, CONTRACTOR SHALL USE COMPACTED SAND OR GRAVEL AS BACKFILL MATERIAL SO TO PROVIDE GOOD DRAINAGE AND HELP MAINTAIN STABILITY AS FOLLOWS: 1. FIELD PREPARATION: PREPARE THE EXCAVATION APPROXIMATELY 6” DEEPER THAN THE OVERALL HEIGHT OF THE ENCLOSURE. THE LENGTH AND WIDTH OF THE EXCAVATION SHALL BE DETERMINED BY ADDING 4” TO 6” TO THE OVERALL LENGTH AND WIDTH OF THE BOX. a. BACKFILLING: PLACEMENT OF APPROXIMATELY 3” TO 6” OF COMPACTED MATERIAL, (SAND OR GRAVEL), SO THE TOP OF BOX IS FLUSH TO FINISHED GRADE. REMOVE ANY STONES 3" OR LARGER FROM THE BACKFILL MATERIAL. AN ALTERNATE 'DRY LEAN MIX' IS APPROVED FOR BACKFILL USING PORTLAND CEMENT AND CRUSHED ROCK IN A RATIO OF 1:10 WHERE KNOWN TRAFFIC OCCURS WITHIN THE VICINITY OF THE ENCLOSURE THAT MAY CAUSE VEHICULAR SURCHARGE LOADING. A. EXISTING OUTDOOR EQUIPMENT: H. 6. DOCUMENTATION: MAINTAIN DETAILED RECORDS OF MATERIALS USED, INSTALLATION PROCEDURES, AND TEST RESULTS. ENSURE ALL DOCUMENTATION IS READILY AVAILIBLE FOR INSPECTION AND FUTURE. 5. TESTING: TEST THE INSTALLED SYSTEM TO ENSURE PROPER FUNCTIONALITY AND COMPLIANCE WITH NEC STANDARDS. CHECK FOR CONTINUITY, INSULATION RESISTANCE, AND PROPER GROUNDING. 4. BACKFILLING: BACKFILL TRENCHES WITH SAND OR GRAVEL TO PROVIDE SUPPORT AND PREVENT DAMAGE TO THE CONDUIT; COMPACT BACKFILL TO ENSURE A STABLE AND LEVEL SURFACE. 3. CONDUIT INSTALLATION: LAY CONDUITS IN THE TRENCHES, ENSURING THEY ARE LEVEL AND PROPERLY SUPPORTED. USE APPROPRIATE WATERTIGHT FITTINGS AND CONNECTORS TO JOIN SECTIONS OF CONDUIT SECURELY. 2. TRENCHING: DIG TRENCHES TO A MINIMUM DEPTH OF 24 INCHES TO THE TOP OF THE CONDUIT PER NEC TABLE 300.5. ENSURE TRENCHES ARE FREE FROM ROCKS, DEBRIS, AND SHARP OBJECTS. 1. MATERIALS: USE CONDUITS AND CONDUCTORS APPROVED FOR OUTDOOR USE, ARE RATED FOR OUTDOOR USE WITH 90 INSULATION. INSTALLATION OF UNDERGROUND CONDUITS AND CONDUCTORS: INSTALLATION OF UNDERGROUND CONDUITS AND CONDUCTORS FOR OUTSIDE USE, IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) REQUIREMENTS. K. DOCUMENTATION AND COMPLIANCE: 2. ENSURE THAT ALL WORK IS COMPLIANT WITH LOCAL CODES AND REGULATIONS. SCHEDULE AND CONDUCT NECESSARY INSPECTIONS TO VERIFY COMPLIANCE. 1. DOCUMENT THE DETAILS OF THE INSTALLATION, INCLUDING THE TYPES OF CONNECTORS AND FITTINGS USED. K. INTERIOR CLEANING: 1. OPEN AND INSPECT THE INTERIOR OF THE SWITCHBOARDS FOR DUST AND DEBRIS ACCUMULATION AND USING A VACUUM CLEANER WITH NON-CONDUCTIVE HOSE AND NOZZLE TO REMOVE DUST AND DEBRIS FROM THE INTERIOR COMPARTMENTS AND COMPONENTS. 2. RUST REMOVAL:IDENTIFY AND INSPECT AREAS AFFECTED BY RUST; GENTLY SAND OR SCRAPE OFF RUST FROM AFFECTED SURFACES USING APPROPRIATE TOOLS,TAKING CARE NOT TO DAMAGE SWITCHBOARD COMPONENTS. APPLY A RUST INHIBITOR OR PROTECTIVE COATING TO CLEANED SURFACES TO PREVENT FUTURE RUST FORMATION. COMPONENT INSPECTION: INSPECT ALL SWITCHBOARD COMPONENTS FOR SIGNS OF WEAR, DAMAGE, OR CORROSION. AND REPORT ANY ISSUES THAT REQUIRE FURTHER MAINTENANCE OR REPLACEMENT. PART 1 - GENERAL SCOPE THE WORK UNDER THIS SECTION INCLUDES UNDERGROUND CAST IN PLACE CONCRETE DUCTBANKS FOR ELECTRICAL POWER AND SIGNAL SYSTEM DISTRIBUTION. THE TERM "SIGNAL" IS USED THOROUGH THIS SPECIFICATION AS A GENERIC TERM TO INCLUDE COMMUNICATIONS, CONTROL, SECURITY AND OTHER LOW VOLTAGE SYSTEMS. INCLUDED ARE THE FOLLOWING TOPICS: PART 1 - GENERAL SCOPE RELATED WORK SUBMITTALS PART 2 - PRODUCTS CONDUIT ELBOWS SPACERS CONDUIT TERMINATION IN UTILITY BOXES AND BUILDINGS PLUGS PART 3 - EXECUTION EXCAVATIONS PLACEMENT OF CONCRETE BACKFILL RESTORATION ACCESSORY INSTALLATION CONSTRUCTION VERIFICATION ITEMS SUBMITTALS INDICATE MATERIAL SPECIFICATIONS, AND PROVIDE PRODUCT DATA ON CONDUIT, SPACERS, TERMINATORS, REINFORCING STEEL AND RELATED COMPONENTS. PART 2 - PRODUCTS CONDUIT: MATERIAL: RIGID POLYVINYL CHLORIDE (PVC) MARKED AT UNIFORM INTERVALS TO INDICATE THE KIND OF MATERIAL; TYPE SCHEDULE 40 HEAVY WALL, TYPE EB-20 (TC-6), OR TYPE EB-35 (TC-8). TYPE EB CONDUIT IS RATED FOR USE ONLY IN CONCRETE ENCASED APPLICATIONS. ELBOWS MATERIAL TO MATCH CONDUIT; MINIMUM BEND RADIUS OF 36 INCHES (915 MM). SPACERS PLASTIC, TO MAINTAIN 3" MINIMUM BETWEEN CONDUITS. CONDUIT TERMINATION IN MANHOLES AND BUILDINGS BELL ENDS: MANUFACTURED BELL ENDS OF APPROPRIATE SIZES AT EACH END OF CONDUIT. WHEN ENTERING A NEW BUILDING OR A NEW MANHOLE A PRE-MANUFACTURED PVC BELL END SYSTEM (AS MANUFACTURED BY FORMEX OR SIMILAR) WITH CONDUIT SEALS, PROVISIONS FOR ROUGHING INTO THE CONCRETE AND WATER STOPS IS ALLOWED. SEALS: WHEN ENTERING AN EXISTING BUILDING OR MANHOLE BELOW GRADE, THE CONCRETE SHALL BE CORE DRILLED FOR THE APPROPRIATE SIZE CONDUIT AND SEAL. THE SEAL SHALL BE A MECHANICAL INTERLOCKING ASSEMBLY OF MODULAR RUBBER LINKS PROPERLY SIZED TO FIT THE PIPE AND TIGHTENED IN PLACE, IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. BUSHINGS: STEEL GROUNDING BUSHINGS SHALL BE USED ON ALL METAL CONDUITS ENTERING A BUILDING OR MANHOLE. PLUGS EXPANDABLE PIPE PLUG, GAS AND WATER TIGHT, FOR SEALING EMPTY CONDUIT. PLUG SHALL BE HIGH IMPACT PLASTIC WITH AN OUTER RUBBER GASKET EXPANDABLE BY HAND TIGHTENING A WING NUT ON A CENTRAL SPINDLE. PULL TAPE POLYESTER PULL TAPE, ½" WIDTH, TENSILE STRENGTH OF 1,250 LBS. WITH SEQUENTIAL FOOTAGE MARKINGS ALONG THE ENTIRE LENGTH OF THE TAPE AS MANUFACTURED BY GREENLEE, CARLON, GARVIN INDUSTRIES, OR NEPTCO (MULETAPE). INSTALL PULL TAPE IN EACH EMPTY CONDUIT. GROUNDING STEEL GROUNDING BUSHINGS SHALL BE GROUNDED TO MANHOLE OR JUNCTION BOX GROUND. DRAINAGE ASSEMBLY ALL DUCTS SHALL DRAIN TO AN OPEN END - PREFERABLY A MANHOLE. CONCRETE ENCASEMENT CONCRETE USED THROUGHOUT SHALL BE READY MIXED CONCRETE FURNISHED BY AN APPROVED MIXING PLANT. THE PLANT SHALL COMPLY WITH THE REQUIREMENTS OF NATIONAL READY MIXED CONCRETE ASSOCIATION CERTIFICATION PLAN. THE CONCRETE MIX USED WITH TYPE SCHEDULE 40 HEAVY WALL CONDUIT SHALL BE 3000 PSI MINIMUM, 3/4" AGGREGATE. THE CONCRETE MIX USED WITH TYPE EB-20 (TC-6), OR TYPE EB-35 (TC-8) THIN WALL CONDUIT SHALL BE 2500 PSI MINIMUM, 3/8" PEA GRAVEL AGGREGATE. THE CONCRETE MIX USED FOR ELECTRICAL POWER ENCASED DUCTS SHALL INCLUDE A RED COLOR MIX, RESULTING IN A RED COLORED DUCT PACKAGE. THE SLUMP SHALL BE JUST ENOUGH TO ALLOW THE MIX TO FLOW TO THE BOTTOM OF THE FORMATION AND YET NOT BE SO WET AS TO CAUSE THE DUCTS TO FLOAT. PART 3 - EXECUTION CONSULTANT SHALL PROVIDE DUCTBANK CROSS SECTION DETAILS ON THE DRAWINGS. THE DETAILS SHALL INCLUDE CONDUIT SIZE, QUANTITY, CONFIGURATION, REINFORCEMENT BAR QUANTITY AND LOCATION, ETC. EXCAVATIONS: EXCAVATE TRENCHES FOR CONDUITS TO ADEQUATE WIDTH, DEPTH, AND PROPER SLOPE. BOTTOM OF TRENCH SHALL BE UNDISTURBED EARTH. IF TRENCH BOTTOM IS TOO LOW FOR PROPER GRADE, FILL TO PROPER LEVEL WITH SAND AND MECHANICALLY COMPACT IT. EACH EXCAVATED SECTION FROM UTILITY BOX TO UTILITY BOX AND FROM UTILITY BOX TO BUILDING SHALL BE COMPLETELY EXCAVATED AND GRADED BEFORE ANY CONDUIT IS LAID IN THAT SECTION. PLACEMENT OF CONDUIT: INSTALL FLUSH BELL ENDS ON CONDUITS AND BUILDINGS. WHEN ENTERING AN EXISTING BUILDING OR MANHOLE, CORE DRILL EXISTING WALLS AND WATERPROOF USING A MECHANICAL SEAL OF ASSEMBLED RUBBER LINKS PROPERLY SIZED FOR THE PIPE AND TIGHTEN IN PLACE, IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, AFTER THE NEW CONDUIT IS INSTALLED. TIE THE CONDUIT ASSEMBLY DOWN AT REGULAR INTERVALS SO IT DOES FLOAT UP IN THE CONCRETE DURING THE POUR. PITCH CONDUIT PROPERLY FOR DRAINAGE TO UTILITY BOXES AND TO PREVENT LOW POCKETS OR IRREGULAR DIPS BETWEEN CONDUIT ENDS. PITCH CONDUIT AWAY FROM BUILDING AND TOWARD UTILITY BOX. MINIMUM PITCH TO BE 4 INCHES PER 100 FEET. INSTALL NOT MORE THAN ONE 90 DEGREE BEND OR EQUIVALENT BETWEEN UTILITY BOXES FOR PRIMARY CONDUIT AND TWO 90 DEGREE BENDS OR EQUIVALENT FOR SIGNAL CONDUIT. IN DUCTBANKS WITH BOTH PRIMARY AND SIGNAL CONDUIT, PRIMARY CONDUIT SHALL BE STRAIGHT AND THE SIGNAL CONDUIT SHALL CONTAIN BENDS AS NECESSARY TO ACCOMMODATE THE PRIMARY CONDUIT. CONDUITS FOR ELECTRICAL POWER RATED FOR 600V OR LESS SHALL NOT BE ROUTED IN EXISTING SYSTEMS UTILITY BOXES. IN ADDITION, SYSTEMS CONDUITS SHALL NOT BE ROUTED IN NEW OR EXISTING POWER UTILITY BOXES. INSTALL INSULATED GROUNDING BUSHINGS ON METALLIC CONDUIT ENDS. INSTALL CLOSURE PLUGS IN ALL EMPTY CONDUITS AT UTILITY BOXES AND BUILDING ENTRANCES AND AT TERMINATIONS IN EQUIPMENT PEDESTALS TO PREVENT THE ENTRANCE OF WATER, SEDIMENT AND VAPORS. CONDUIT TERMINATION IN UTILITY BOXES AND BUILDINGS: BELL ENDS: MANUFACTURED BELL ENDS OF APPROPRIATE SIZES AT EACH END OF CONDUIT. WHEN ENTERING A NEW BUILDING OR A NEW MANHOLE A PRE-MANUFACTURED PVC BELL END SYSTEM (AS MANUFACTURED BY FORMEX OR SIMILAR) WITH CONDUIT SEALS, PROVISIONS FOR ROUGHING INTO THE CONCRETE AND WATER STOPS IS ALLOWED. SEALS: WHEN ENTERING AN EXISTING BUILDING OR UTILITY BOX BELOW GRADE, THE CONCRETE SHALL BE CORE DRILLED FOR THE APPROPRIATE SIZE CONDUIT AND SEAL. THE SEAL SHALL BE A MECHANICAL INTERLOCKING ASSEMBLY OF MODULAR RUBBER LINKS PROPERLY SIZED TO FIT THE PIPE AND TIGHTENED IN PLACE, IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. BUSHINGS: STEEL GROUNDING BUSHINGS SHALL BE USED ON ALL METAL CONDUITS ENTERING A BUILDING OR UTILITY BOX. GROUNDING: STEEL GROUNDING BUSHINGS SHALL BE GROUNDED TO UTILITY BOX OR JUNCTION BOX GROUND. CONCRETE: CONCRETE USED THROUGHOUT SHALL BE READY MIXED CONCRETE FURNISHED BY AN APPROVED MIXING PLANT. THE PLANT SHALL COMPLY WITH THE REQUIREMENTS OF NATIONAL READY MIXED CONCRETE ASSOCIATION CERTIFICATION PLAN. THE CONCRETE MIX USED WITH TYPE SCHEDULE 40 HEAVY WALL CONDUIT SHALL BE 3000 PSI MINIMUM, 3/4" AGGREGATE EXCAVATIONS: EXCAVATE TRENCHES FOR DUCTBANK TO ADEQUATE WIDTH, DEPTH, AND PROPER SLOPE AS SPECIFIED. INSTALL FORMS ON SIDES OF DUCTBANK IF TRENCH IS NOT OF PROPER FIRMNESS TO PREVENT CAVE-IN. THE TRENCH SIDEWALL SHALL BE LESS THAN 6 INCHES FROM THE EDGE OF THE CONDUIT BEING INSTALLED. INSTALL FORMS IF NEEDED TO LIMIT THE TRENCH WIDTH. BOTTOM OF TRENCH SHALL BE UNDISTURBED EARTH. IF TRENCH BOTTOM IS TOO LOW FOR PROPER GRADE, FILL TO PROPER LEVEL WITH SAND AND MECHANICALLY COMPACT IT. EACH EXCAVATED SECTION FROM MANHOLE TO MANHOLE AND FROM MANHOLE TO BUILDING SHALL BE COMPLETELY EXCAVATED AND GRADED BEFORE ANY DUCT IS LAID IN THAT SECTION. PLACEMENT OF CONDUIT INSTALL FLUSH BELL ENDS ON DUCT AT MANHOLES AND BUILDINGS. WHEN ENTERING A NEW BUILDING OR A NEW MANHOLE, A PRE-MANUFACTURE END BELL SYSTEM (BY FORMEX OR SIMILAR) WITH CONDUIT SEALS IS ALLOWED. WHEN ENTERING AN EXISTING BUILDING OR MANHOLE, CORE DRILL EXISTING WALLS AND WATERPROOF USING A MECHANICAL SEAL OF ASSEMBLED RUBBER LINKS PROPERLY SIZED FOR THE PIPE AND TIGHTEN IN PLACE, IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, AFTER THE NEW CONDUIT IS INSTALLED. INSTALL SPACERS AS RECOMMENDED BY CONDUIT MANUFACTURER AND REQUIREMENTS STATED ABOVE, BUT NOT TO EXCEED A MAXIMUM OF 6 FT-0 IN. ON CENTER FOR PVC CONDUIT AND 8 FT-0 IN. ON CENTER FOR STEEL CONDUIT. BOTTOM SPACERS SHALL REST ON 8" X 16" X 2" CONCRETE PADS TO PREVENT THEM FROM SINKING INTO THE GROUND AND REDUCING THE BOTTOM CONCRETE COVER. STAGGER CONDUIT JOINTS IN CONCRETE ENCASEMENT 6 IN. MINIMUM HORIZONTALLY. TIE THE CONDUIT ASSEMBLY DOWN AT REGULAR INTERVALS SO IT DOES FLOAT UP IN THE CONCRETE DURING THE POUR. PITCH CONDUIT PROPERLY FOR DRAINAGE TO MANHOLE AND TO PREVENT LOW POCKETS OR IRREGULAR DIPS BETWEEN CONDUIT ENDS. PITCH CONDUIT AWAY FROM BUILDING AND TOWARD MANHOLE. MINIMUM PITCH TO BE 4 INCHES PER 100 FEET. INSTALL NOT MORE THAN ONE 90 DEGREE BEND OR EQUIVALENT BETWEEN MANHOLES FOR PRIMARY CONDUIT AND TWO 90 DEGREE BENDS OR EQUIVALENT FOR SIGNAL CONDUIT. INSTALL INSULATED GROUNDING BUSHINGS ON STEEL DUCT ENDS. INSTALL CLOSURE PLUGS IN ALL EMPTY CONDUITS AT UTILITY BOXES AND BUILDING ENTRANCES AND AT TERMINATIONS IN EQUIPMENT PEDESTALS TO PREVENT THE ENTRANCE OF WATER, SEDIMENT AND VAPORS. RESTORATION AFTER COMPLETION OF DUCTBANK INSTALLATION, RETURN ALL GROUND AND PAVEMENT SURFACES TO ORIGINAL CONDITION OR TO CONDITION AS INDICATED ON THE DRAWINGS. THIS INCLUDES ALL SIDEWALKS, CURBS, STREETS, PARKING AREAS, LAWNS, PLANTINGS, ETC. LED LIGHTING: THE WORK UNDER THIS SECTION INCLUDES EXTERIOR LUMINAIRES , ACCESSORIES AND FOUNDATIONS. ALSO INCLUDED ARE THE FOLLOWING TOPICS: PART 1 - GENERAL SCOPE RELATED WORK SUBMITTALS PROJECT RECORD DOCUMENTS OPERATION AND MAINTENANCE DATA COORDINATION PART 2 - PRODUCTS LED LUMINAIRES LED DRIVERS BI-LEVEL SWITCHING WIRING CONNECTORS FOUNDATIONS PART 3 - EXECUTION INSTALLATION ADJUSTING CLEANING SUBMITTALS: SHOP DRAWINGS: INDICATE DIMENSIONS AND COMPONENTS FOR EACH LUMINAIRE AND BASE. PRODUCT DATA: FOR EACH LUMINAIRE TYPE, SUBMIT LUMINAIRE INFORMATION INCLUDING CATALOG CUTS WITH HIGHLIGHTED CATALOG NUMBERS, AND REQUIRED ACCESSORIES: LUMINAIRE: · MANUFACTURER AND CATALOG NUMBER, · TYPE (IDENTIFICATION) AS INDICATED ON THE PLANS AND SCHEDULE, · DELIVERED LUMENS · INPUT WATTS· EFFICACY
· COLOR RENDERING INDEX DRIVER: · MANUFACTURER AND CATALOG NUMBER · TYPE (NON-DIMMING, STEP-DIMMING, CONTINUOUS DIMMING, ETC.) · POWER FACTOR, CREST FACTOR, THD, ETC. PROJECT RECORD DOCUMENTS ACCURATELY RECORD ACTUAL LOCATIONS OF EACH LUMINAIRE AND UNDERGROUND CIRCUIT. PROVIDE RECORD DRAWINGS OF THE FINAL, AS INSTALLED AND MEASURED, POINT-BY-POINT FOOT-CANDLE LAYOUT FOR EACH AREA INVOLVED. OPERATION AND MAINTENANCE DATA: ALL OPERATIONS AND MAINTENANCE DATA SHALL COMPLY WITH THE SUBMISSION AND CONTENT REQUIREMENTS SPECIFIED UNDER SECTION GENERAL REQUIREMENTS. COORDINATION: USE BOLT TEMPLATES AND LUMINAIRE MOUNTING ACCESSORIES TO INSTALL ANCHOR BOLTS IN CONCRETE BASE LED LUMINAIRES: LED LUMINAIRES SHALL MEET ALL LIGHTING CONTROLS ASSOCIATION, (LCA) PRODUCT QUALIFICATION CRITERIA. THE TECHNICAL REQUIREMENTS THAT THE LUMINAIRE SHALL MEET FOR EACH APPLICATION CATEGORY ARE: · MINIMUM LIGHT OUTPUT. · ZONAL LUMEN REQUIREMENTS. · MINIMUM LUMINAIRE EFFICACY. · MINIMUM CRI. · L70 LUMEN MAINTENANCE. · MINIMUM LUMINAIRE WARRANTY OF 5 YEARS (NOT PRO-RATED) TO INCLUDE LED DRIVER AND ALL LED COMPONENTS. ADDITIONAL REQUIREMENTS: COLOR TEMPERATURE SHOULD NOT EXCEED 4100K LCA'S CRITERIA FOR ZONAL LUMEN DISTRIBUTION REQUIREMENTS OR BACKLIGHT-UPLIGHT-GLARE (BUG) STANDARDS FOR EXTERIOR LUMINAIRES. LIGHT OUTPUT OF THE LED SYSTEM SHALL BE MEASURED USING THE ABSOLUTE PHOTOMETRY METHOD FOLLOWING IES LM-79 AND IES LM-80 REQUIREMENTS AND GUIDELINES. LUMINAIRE SHALL MAINTAIN 70% LUMEN OUTPUT (L70) FOR A MINIMUM OF 50,000 HOURS. LUMEN OUTPUT SHALL NOT DEPRECIATE MORE THAN 20% AFTER 10,000 HOURS OF USE. LUMINAIRE AND DRIVER SHALL BE FURNISHED FROM A SINGLE MANUFACTURER TO ENSURE COMPATIBILITY. LUMINAIRE COLOR RENDERING INDEX (CRI) SHALL BE A MINIMUM OF 70 FOR EXTERIOR LUMINAIRES. LED LUMINAIRE SHALL BE THERMALLY DESIGNED AS TO NOT EXCEED THE MAXIMUM JUNCTION TEMPERATURE OF THE LED FOR THE AMBIENT TEMPERATURE OF THE LOCATION THE LUMINAIRE IS TO BE INSTALLED. RATED CASE TEMPERATURE SHALL BE SUITABLE FOR OPERATION IN THE AMBIENT TEMPERATURES TYPICALLY FOUND FOR THE INTENDED INSTALLATION. EXTERIOR LUMINAIRES TO OPERATE IN AMBIENT TEMPERATURES OF -40°F TO 104°F (-40°C TO 40°C). LUMINAIRE SHALL OPERATE NORMALLY FOR INPUT VOLTAGE FLUCTUATIONS OF PLUS OR MINUS 10 PERCENT. LUMINAIRE SHALL HAVE A MAXIMUM TOTAL HARMONIC DISTORTION (THD) OF <20% AT FULL INPUT POWER AND ACROSS SPECIFIED VOLTAGE RANGE. ALL CONNECTIONS TO LUMINAIRES SHALL BE REVERSE POLARITY PROTECTED AND PROVIDE HIGH VOLTAGE PROTECTION IN THE EVENT CONNECTIONS ARE REVERSED OR SHORTED DURING THE INSTALLATION PROCESS. ALL LUMINAIRES SHALL BE PROVIDED WITH KNOCKOUTS FOR CONDUIT CONNECTIONS. THE LED LUMINAIRE SHALL CARRY A LIMITED 5-YEAR WARRANTY MINIMUM FOR LED LIGHT ENGINE(S)/BOARD ARRAY, AND DRIVER(S). PROVIDE ALL OF THE FOLLOWING DATA ON SUBMITTALS: DELIVERED LUMENS INPUT WATTS EFFICACY COLOR RENDERING INDEX. LED DRIVERS GENERAL: PROVIDE DRIVER TYPE (NON-DIMMED, STEP-DIMMED, CONTINUOUS-DIMMING, ETC.) AS INDICATED ON THE LUMINAIRE SCHEDULE ON THE DRAWINGS. MINIMUM WARRANTY OF 5 YEARS (NOT PRO-RATED) TO INCLUDE LED DRIVER AND ALL LED COMPONENTS. DRIVER SHALL HAVE A RATED LIFE OF 50,000 HOURS, MINIMUM AND SHALL BE FURNISHED FROM A SINGLE MANUFACTURER TO ENSURE COMPATIBILITY. DRIVER SHALL MODULATE CURRENT AT HIGH FREQUENCIES. DRIVER SHALL HAVE A MINIMUM POWER FACTOR (PF) OF 0.9 AND A MAXIMUM CREST FACTOR (CF) OF 1.5 AT FULL INPUT POWER AND ACROSS SPECIFIED VOLTAGE RANGE. DRIVER SHALL OPERATE NORMALLY FOR INPUT VOLTAGE FLUCTUATIONS OF PLUS OR MINUS 10 PERCENT. DRIVER SHALL HAVE A MAXIMUM TOTAL HARMONIC DISTORTION (THD) OF <20% AT FULL INPUT POWER AND ACROSS SPECIFIED VOLTAGE RANGE. WIRING CONNECTIONS TO LED DRIVERS SHALL UTILIZE POLARIZED QUICK-DISCONNECTS FOR FIELD MAINTENANCE. PROVIDE ALL OF THE FOLLOWING DATA ON SUBMITTALS: · INPUT WATTS · POWER FACTOR (PF) · CREST FACTOR (CF) AT FULL INPUT POWER · TOTAL HARMONIC DISTORTION (THD). WIRING CONNECTORS: WIRING CONNECTORS SHALL MEET THE REQUIREMENTS OF SECTION 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES: TWIST-ON WIRE CONNECTORS: SOLDERLESS TWIST-ON SPRING CONNECTORS (WIRE-NUTS) WITH INSULATING COVERS FOR COPPER WIRE SPLICES AND TAPS. ALL WIRE CONNECTORS USED IN SITE LIGHTING APPLICATIONS SHALL BE SILICONE GEL-FILLED TWIST CONNECTORS OR CONNECTORS DESIGNED FOR DAMP AND WET LOCATIONS. GEL-FILLED TWIST-ON CONNECTORS MAY BE USED FOR COPPER CONDUCTOR SIZES 6 AWG AND SMALLER FOR SITE LIGHTING APPLICATIONS. THE MANUFACTURER'S WIRE FILL CAPACITY MUST BE FOLLOWED. FIELD QUALITY CONTROL: OPERATE EACH LUMINAIRE AFTER INSTALLATION AND CONNECTION. INSPECT FOR IMPROPER CONNECTIONS AND OPERATION. ADJUSTING: AIM AND ADJUST LUMINAIRES AS DIRECTED BY THE CITY CLEANING: CLEAN PHOTOMETRIC CONTROL SURFACES, CLEAN FINISHES AND TOUCH UP DAMAGE. SECTION 26 05 04 CLEANING, INSPECTION, AND TESTING OF ELECTRICAL EQUIPMENT PART 1 - GENERAL SCOPE THE WORK UNDER THIS SECTION INCLUDES THE REQUIRED CLEANING, INSPECTION, ADJUSTMENT, MAINTENANCE AND TESTING OF ELECTRICAL EQUIPMENT, AS SPECIFIED HEREIN. THIS APPLIES ONLY TO NEW ELECTRICAL AND EXISTING ELECTRICAL EQUIPMENT BEING FURNISHED, MODIFIED, WORKED ON OR SERVICED BY THIS CONTRACTOR FOR THIS PROJECT. INCLUDED ARE THE FOLLOWING TOPICS: PART 1 - GENERAL SCOPE RELATED WORK PART 2 - EXECUTION GENERAL INSPECTION AND CLEANING OF ALL ELECTRICAL EQUIPMENT GROUNDING SYSTEMS MEDIUM VOLTAGE SWITCHES LIQUID (OIL) FILLED TRANSFORMERS DRY TYPE TRANSFORMERS LIGHTNING ARRESTERS/SURGE SUPPRESSION METERING AND INSTRUMENTATION BATTERY SYSTEMS MECHANICAL AND ELECTRICAL INTERLOCK SYSTEM METAL ENCLOSED BUS DUCT GROUND FAULT SYSTEMS SWITCHBOARDS (LOW VOLTAGE) PANELBOARDS MOTOR STARTERS AND MOTOR CONTROL CENTERS CABLES MANHOLES LIGHT FIXTURES OCCUPANCY SENSORS BATTERY PACK EMERGENCY LIGHTING UPS SYSTEM GENERATORS AUTOMATIC TRANSFER SWITCHES DIVISION 26 SPECIFICATIONS 3. 4. L. REASSEMBLY AND TESTING: CAREFULLY REASSEMBLE THE SWITCHBOARDS AND ENSURE ALL COMPONENTS ARE SECURELY IN PLACE. RESTORE ELECTRICAL POWER AND TEST THE SWITCHBOARDS TO ENSURE PROPER FUNCTIONALITY. EQUIPMENT RECONDITIONING REQUIREMENTS 1. CEC 110.21(A)(2) – MARKING OF RECONDITIONED EQUIPMENT: APPLY PROPER RECONDITIONING MARKINGS; EQUIPMENT THAT HAS ITS LABEL REMOVED SHALL BE RE-LISTED AND DOCUMENTATION PROVIDED AT FINAL INSPECTION BY APPROVED LISTING AGENCY; RECONDITIONED EQUIPMENT MUST BE CLEARLY MARKED TO INDICATE IT HAS BEEN RECONDITIONED. THE MARKING MUST BE LEGIBLE, PERMANENT, AND READILY VISIBLE. PROVIDE THE FOLLOWING EQUIPMENT MARKING FOR RECONDITIONED EQUIPMENT: RECONDITIONED – (CONTRACTOR NAME), (DATE) SWITCHBOARD 'MS', POWER CENTERS, CHRISTY UTILITY BOXES AND GROUNDING ELECTRODE SYSTEM ARE RECONDITIONED IN ACCORDANCE WITH CEC 110.21(A)(2) INCLUDES INSPECTION, CLEANING, TESTING, AND RESTORATION PER PROJECT SPECS DO NOT REMOVE THIS LABEL 210.15 PANELBOARDS: FIELD VERIFY AND CLEAN PANELS; REMOVE CORROSION AND CONFIRM GROUNDING 240.62 CIRCUIT BREAKERS: REFURBISH OR REPLACE DAMAGED BREAKERS IN EXISTING SWITCHBOARDS AND POWER CENTERS; VERIFY RATINGS AND CALIBRATION 240.88 INSPECT, TEST, AND RECALIBRATING ADJUSTABLE TRIP UNITS IF PRESENT 240.102(B) GROUND-FAULT PROTECTION SYSTEMS TEST AND CONFIRM FUNCTIONALITY OF GFP ON SWITCHBOARD ‘MS’; CLEAN INTERNAL BUS, TIGHTEN CONNECTIONS, INSPECT CTS ADDITIONAL NOTES: 1. LABEL EACH RECONDITIONED PANEL WITH THE ABOVE CEC-COMPLIANT MARKING. 2. AT THE OPTION OF THE CITY, PROVIDE PHOTOGRAPHIC DOCUMENTATION BEFORE AND AFTER RECONDITIONING. 3. ENSURE A RECONDITIONING REPORT IS KEPT ON FILE AND AVAILABLE FOR INSPECTION, DOCUMENTING TESTING AND VISUAL INSPECTION PERFORMED IN SUGGESTED FORMAT BELOW. ITEM NO. Equipment Description CEC REFERENCE(S) Action Required Verified By Date COMMENTS 1 (E) MS Switchboard 160 110.21(A)(2), 240.62, 408.8 CLEAN, RUST TREAT, LABEL, VERIFY GFP (COMPLIANCE TO 408.8 AT CITY DISCRETION) 2 EXISTING PANELBOARDS 210.15, 408.8 CONFIRM LABELING, PANEL CLEANING, (COMPLIANCE TO 408.8 AT CITY DISCRETION) 3 CHRISTY UTILITY BOXES 300.5, 110.12(B) REPLACE/LEVEL, VERIFY CONDUITS SEALED 4 240.62, 240.88 REPLACE BREAKERS, CONFIRM AIC
5 6 GROUNDING ELECTRODE SYSTEM 250.66, 250.92 INSPECT & RETORQUE, CONFIRM CONTINUITY CIRCUIT BREAKERS UNDERGROUND CONDUITS UNDERGROUND CONDUIT INSTALLATION – BORING UNDER PAVED SURFACES: CONTRACTOR SHALL PROVIDE TRENCHLESS HORIZONTAL DIRECTIONAL BORING (HDD) FOR INSTALLATION OF UNDERGROUND CONDUITS BENEATH EXISTING PAVED SURFACES. THIS INCLUDES CONCRETE SIDEWALKS, ASPHALT OR CONCRETE DRIVEWAYS, PARKING LOTS, AND ROADWAYS. OPEN TRENCHING IS NOT PERMITTED IN PAVED AREAS. ALL CONDUITS SHALL BE INSTALLED WITH A MINIMUM OF 18" COVER IN SIDEWALKS AND 24" IN VEHICULAR TRAFFIC AREAS PER TABLE 300.5; THE FOLLOWING MINIMUM COVER DEPTHS MEASURED FROM FINISHED GRADE TO THE TOP OF CONDUIT: CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BORING AND SHALL BE FULLY RESPONSIBLE FOR AVOIDING DAMAGE TO EXISTING INFRASTRUCTURE. ENTRY AND EXIT POINTS SHALL BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF WORK. JOB NO.: SQ. FTG. DRAWN BY: PA / PM:

REMARKS DATE DATE REMARKS E-3

ELECTRICAL NOTES
CLIENT REVIEW 01/30/2025 24-030
# ELECTRICAL NOTES AND SPECIFICATIONS N/A VBK PLK
Foster Design Group
Consulting Engineers Inc. LAGUNA HILLS COMMUNITY CENTER 25555 ALICIA PARKWAY
LAGUNA HILLS, CA 92653
SITE ELECTRICAL AND LIGHTING UPGRADES FOR:
1 1 PLAN CHECK CORRECTIONS 07/01/2025
Refurbished equipment thathas its listing label removedas required in section110.21(A)(2), shall bere-listed and documentationprovided at final inspectionby an approved listingagency

Page 134 of 609 ends

1774061.2
Appendix B – Lighting Fixture Cut Sheets

Page 135 of 609 ends

Updated 12.2022 1
410 381 1497 inter-lux.com [email protected]
Inter-lux reserves the right to make technical changes without notice.

Joe
AE 3.8" (11W)
RE 3.8" (11W)
AE 19.7" (11W)
RE 19.7" (11W)
General: Joe is a family of robust and elegant path markers and regular size bollards.

The absence of any sharp corner makes it safe and suitable for even the most delicate applications (schools, public areas). Having both Asymmetric and Round distribution makes the range complete.

Fixture Body: Open pore Anodized and Powder Coated Die-Cast Aluminum.

Diffuser: UV Resistant PMMA (Polymethylmethacrylate).

Mounting: Open pore Anodized and Powder Coated Aluminum Base (Standard).

Anchor Bolts and mounting pegs available upon request.

Dimensions/Weight: 3.8" (2.65 lbs) – 19.7" (3.91 lbs)
Driver: Integral, 120-277V Dimmable 0-10V.

Wattages: 11W (All Sizes).

Cable: Fixture comes with 3.28' of power cable.

Safety features: Fixture is equipped with Electrostatic discharge protection (4 KV), Surge Protection (0.5 KV) and Acquastop (anti-wicking).

IP rating: IP65 for protection against dust and moderate water jets from any angle.

IK rating: IK 09
ETL Certification: ETL, wet location
Optics: Fixed, with Asymmetric or Round Emission.

Color temperatures: 3000K – 4000K.

CRI: 80+
BUG Rating: Asymmetric B0-U0-G0 – Type IV (Dark Sky Compliant) / Round B1 U0 G1 – Type I (Dark Sky Compliant)
Lumen Maintenance: L70 projections tested at Tj 65° C and Ta 25°.

Warranty: 5-year Limited Warranty on fixtures. 1-year Limited Warranty on Remote Drivers.

Delivered Lumens* 3.8" 19.7"
AE 380 380
RE 514 514
*Values shown for 3000K
Ordering Information
JOE 11 - ID GE
Product Finish Type Size Wattage/Operation Color Temp Optic + Accessories1 JOE = Joe BOGR = Bollard, Gray
BODB = Bollard, Dark Brown
AE = Asymmetric Emission
RE = Round Emission
4 = 3.8"
20 = 19.7"
11 ID = 11W / Integral (0-10V Dim) 30 = 3000K
40 = 4000K
GE = General
Illumination
Ground Peg
E14931 (4)
Anchor Bolts
E59950 (20)
1 See page 2

IP65
AE RE

Page 136 of 609 ends

Joe
410 381 1497 inter-lux.com [email protected]
Inter-lux reserves the right to make technical changes without notice. 2

3.8" 11W ID

19.7" 11W ID

19.7" 11W ID
E59950
Anchor Bolts
for 19.7"
E14931
Ground Peg
for 3.8"
Ø 5.1

3.8 3.8
Ø 5.1

19.7 Ø 5.1

ASYMMETRIC EMISSION

ROUND EMISSION

ACCESSORIES
Ø 6

10.2 Ø 5.1

11.9

Page 137 of 609 ends

DATE:

CATALOG NUMBER LOGIC:

PROJECT: TYPE:

THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN.

MADE IN THE USA 559.438.5800 | [email protected] | BKLIGHTING.COM

YOSEMITE LED INTEGRAL

CATALOG NUMBER LOGIC
Example: YO - LED - TR - x130 - WW - BLP - 9 - 11 - CV - INC - MT

MATERIAL
Aluminum
SERIES
YO - Yosemite
SOURCE
LED - Chip on Board Technology

HOUSING
TR - Integral Driver

LED TYPE
x130 - 23W LED/2700K x113 - 34W LED/2700K
x131 - 23W LED/3000K x114 - 34W LED/3000K
x133 - 23W LED/4000K x116 - 34W LED/4000K
OPTICS
WW - Wall Wash
FINISH (See page 2 for full-color swatches)
Standard Finishes (BZP, BZW, BLP, BLW, WHP, WHW, SAP, VER) Premium Finish (ABP, AMG, AQW, BCM, BGE, BPP, CAP, CMG, CRM, HUG, NBP, OCP, RMG, SDS, SMG,

TXF, WCP, WIR)
Also available in RAL Finishes

LENS TYPE
9 - Clear (Standard)

SHIELDING
11 - Honeycomb Baffle

ACCESSORIES
CV - Cutoff Visor
CS - Cutoff Snoot
BD - Adjustable Barn Boors

CONTROL OPTION
ELV - Dimming Driver (For use with Electronic Low Voltage Dimmer) INC - Dimming Driver (For use with Incandescent Dimmer) 0-10 - Dimming Driver (For use with 0-10 Dimmer)

INPUT VOLTAGE
MT - 120-277 VAC
IP66 RATED
12/06/2022 SKU-1394
*120v only.

SUB-2845-00

Page 138 of 609 ends

DATE: PROJECT: TYPE:

MADE IN THE USA 559.438.5800 | [email protected] | BKLIGHTING.COM Satin Black
(BLP)
Satin Bronze
(BZP)
Satin White
(WHP)
Black Wrinkle
(BLW)
Bronze Wrinkle
(BZW)
White Wrinkle
(WHW)
Verde
(VER)
Satin Aluminum
(SAP)
Cascade Mtn.

Granite (CMG)
Black Chrome
(BCM)
Weathered Iron
(WIR)
Rocky Mtn.

Granite (RMG)
Beige (BGE)
Clear Anodized
Powder (CAP)
Sierra Mtn
Granite (SMG)
Weathered
Copper (WCP)
Antique Brass
Powder (ABP)
Cream
(CRM)
Aleutian Mtn
Granite (AMG)
Old Copper
(OCP)
Brown Patina
Powder (BPP)
Antique White
(AQW)
Textured Forest
(TXF)
Hunter Green
(HUG)
Sonoran Desert
Sandstone (SDS)
Natural Brass
Powder (NBP)

STANDARD FINISHES PREMIUM FINISHES
Click Here to view larger, full-color swatches of all
available finishes on our website.

PATENTED 360HD

MOUNTHING SYSTEM ALLOWS

VERTICAL AND ROTATIONAL AIMING SIDE VIEW CUTOFF VISOR

BARN DOOR

CUTOFF SNOOT

TOP VIEW

FRONT VIEW
YOSEMITE LED INTEGRAL IP66 RATED
12/06/2022 SKU-1394
SUB-2845-00

Page 139 of 609 ends

DATE: PROJECT: TYPE:

Accessories (Configure separately)

SPECIFICATIONS
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN.

MADE IN THE USA 559.438.5800 | [email protected] | BKLIGHTING.COM

ELECTRICAL

PHYSICAL
WATTAGE 23W or 34W LED
WIRING XLPE coated, 18AWG, 600V, 150° C rated and certified to UL 1569 standard.

DRIVER With one (1) 600mA or 900mA, Class II, constant current integral driver. 50/60Hz. >0.9 Power Factor,5A inrush current (typical at 120VAC), ≤20%THD (nominal at 120VAC full load). Output over-voltage, over-current, and short circuit protection with auto recovery. Dimming driver for use with 0-10V, Incandescent, Standard TRIAC, or ELV dimmers. 1-100% range. *TRIAC/ELV dimming at 120VAC only MATERIALS Furnished in copper-free aluminum (6061-T6).

BODY Enclosed, water-proof wireway with machined end caps gasketed to create a water-tight seal for optical compartment.

KNUCKLE 360HD Mounting System features a mechanical taperlock, allowing full 180° vertical adjustment without the use of aim-limiting serrated teeth. High temperature, silicone ‘O’ Ring provides water-tight seal and compressive resistance to maintain fixture position. Design withstands 73 lbs. static load prior to movement for optical alignment with a ½” pipe thread for mounting. Biaxial source control additionally provides 360° horizontal rotation in addition to vertical adjustment. Aim & Lock technology allows precision adjustment without the redundant tightening and loosening of knuckle screw. 360HD hardware is stainless steel with black oxide treatment for additional corrosion resistance.

LENS Shock-resistant, tempered glass lens is factory adhered to fixture cap and provides hermetically sealed optical compartment.

LED Integrated solid state system and modular design with electrical disconnects allow for easy field upgrade and maintenance. LM-80 certified. Minimum 50,000 hour rated life at 70% of initial lumens (L70). LED technology provides long life, significant energy reduction and exceptional thermal management.

COLOR MANAGEMENT Chip on board technology delivers natural white light. Exact color point conformity exceeds ANSI C78.377 standard. Module exceeds 80 CRI (RA>80, R9.16). Color point uniformity 2 SDCM color control for 2700K-4000K CCT.

ACCESSORIES Three (3) accessory options for optimum lighting control.

HARDWARE Tamper-resistant, stainless steel hardware. LOCK hardware is black oxide treated for additional corrosion resistance.

FINSIH StarGuard, our 15-stage chromate-free process cleans and conversion coats aluminum components prior to application of Class ‘A’ TGIC polyester powder coating and is RoHS compliant.

WARRANTY 5-year limited warranty.

CERTIFICATION & LISTING UL tested to IESNA LM-79. UL Listed. Certified to CAN/CSA/ANSI Standards. RoHS compliant. Suitable for indoor or outdoor use, in wet locations, and for installation within 4’ of the ground. IP65 Rated. Made in the USA with sustainable processes.

PM3DJ & PM3J
YOSEMITE LED INTEGRAL IP66 RATED
12/06/2022 SKU-1394
SUB-2845-00

Page 140 of 609 ends

DATE: PROJECT: TYPE:

MADE IN THE USA 559.438.5800 | [email protected] | BKLIGHTING.COM

LAMP & DRIVER DATA
LM79DATA L70 DATA
BK No. Delivered Lumens CCT (Typ.) CRI (Ra. Typ.) InputWatts (Typ.) Minimum Rated Life (hrs.) 70% of Initial Lumens (L70) x130 1884 2700K 80 23 50,000
x131 1924 3000K 80 23 50,000
x133 1965 4000K 80 23 50,000
x113 2611 2700K 80 34 50,000
x114 2631 3000K 80 34 50,000
x116 2744 4000K 80 34 50,000

Page 141 of 609 ends

Vista Professional Outdoor Lighting reserves the right to modify the design and/or construction of the fixture shown without further notification.
www.VistaPro.com · [email protected] · Fax: (888) 670-VISTA (8478) 1625 Surveyor Avenue · Simi Valley, CA 93063 · (805) 527-0987 · (800) 766-VISTA (8478)

Page 1 of 3 ends

REV 12.09.24
TYPE: MODEL:

PROJECT:

PRODUCT FEATURES
Wattage 14 – 26 W
Voltage 120 – 277 VAC
Lumens 1100 – 2400 Delivered Lumens
Distribution 17° (VNS), 18° (NS), 30° (MF), 50° (WF)
CCT 2700K, 3000K, 3500K, 4000K, 5000K
CRI 80 CRI min.

Dimming 0-10V or Phase Cut (TRIAC/ELV-120VAC only) available Driver Multi-Volt 120-277VAC with tri-modal dimming capabilities Dimensions 4½” DIA x 10½” D
MODEL 1045 | Specification Sheet
Commercial Series · Floodlight · LED
ORDERING INFORMATION EXAMPLE: 1045-GM-MF-27-A-MV-PCT-FS

MODEL FINISH DISTRIBUTION COLOR TEMP LUMENS VOLTAGE DIMMIMG ACCESSORIES 1045 MV

MODEL FINISH DISTRIBUTION COLOR TEMPERATURE
1045 B Black BR Architectural Brick G Verde VNS Very Narrow Spot * 27 2700K Z Architectural Bronze LZ Light Bronze P Pewter NS Narrow Spot 30 3000K DZ Dark Bronze SB Special Bronze M Mocha MF Medium Flood 35 3500K GT Granite GG Glossy Gray OF Olde Finish WF Wide Flood 40 4000K W White R Rust 50 5000K
HG Hunter Green
WB Weathered Bronze
WI Weathered Iron
GM Graphite Metallic

DELIVERED LUMENS VOLTAGE DIMMING ACCESSORIES ORDERING NOTES A 1100-1500 Lumens MV Multi Volt (120-277VAC) ND Non Dimming BD Barn Doors * 1045-VNS is only available in A, B Delivered Lumen
B 1500-1900 Lumens 010 0-10V FS Full Light Shield Packages C 1900-2400 Lumens PCT Phase Cut
(TRIAC/ELV-120VAC only)
HS Half Light Shield ** Not available with VNS
distribution
CS Cast Shield
HL Honeycomb Louver ** If fixture is to be used in conjunction with Extended Arm Mount (EAM):

Must specify with extended wire
length
5 5 Foot Wire Lead

Page 142 of 609 ends

4½”
10½”
Cast Shield CS Half Shield HS Full Shield FS Barn Doors BD + 1 11/16” + 2 1/16”
+ 2 7
/16”
+ 2 1
/16”
Vista Professional Outdoor Lighting reserves the right to modify the design and/or construction of the fixture shown without further notification.
www.VistaPro.com · [email protected] · Fax: (888) 670-VISTA (8478) 1625 Surveyor Avenue · Simi Valley, CA 93063 · (805) 527-0987 · (800) 766-VISTA (8478)

Page 2 of 3 ends

REV 12.09.24
MODEL 1045 | Specification Sheet
Commercial Series · Floodlight · LED
HOUSING:

Die-cast A360 aluminum. Optic and driver compartment environmentally sealed.

Housing aimable utilizing Vista’s patented Infinity Knuckle.

DOOR:

Die-cast A360 aluminum. Stainless steel fasteners.

Door is designed to shed water from the lens surface.

FINISH:

Powder coat finish available in Black, Architectural Bronze, Dark Bronze, Granite, White, Architectural Brick, Light Bronze, Special Bronze, Glossy Gray, Rust, Hunter Green, Weathered Bronze, Weathered Iron, Graphite Metallic, Verde, Pewter, Mocha and Olde Finish. Custom Powder coat finishes available on request.

LENS:

4.0mm thick tempered and beveled clear glass.

REFLECTOR:

Precision molded metalized optics combined with glare controlling filters. Very Narrow Spot optic incorporates an additional internal source shield to eliminate unwanted glare outside the beam pattern.

ACCESSORIES:

Barn Doors BD, Full Shield FS, Half Shield HS and Cast Shield CS available.

WIRING:

Prewired with 150° C-rated wire.

MOUNTING:

Infinity Knuckle – Die-cast, copper-free aluminum, stainless steel stem with 1/2” NPT thread. A fully sealed spherical grommet allows for precise aiming and retention.

CERTIFICATIONS | STANDARDS | COMPLIANCE:
• UL Certified for wet locations (USA & Canada) | (UL)
• Ingress Protection Rating: IP66
• Buy American Act (BAA)
• Build America, Buy America Act (BABA)
LED:

Discreet performance LEDs binned to three MacAdam ellipses. 14 – 26 Watts.

COLOR TEMPERATURE:
2700K, 3000K, 3500K, 4000K or 5000K CCT White.

COLOR RENDERING:
80 CRI minimum
DRIVER:

Multi-Volt MV 120V-277V equipped with tri-modal dimming capabilities.

Start up/Operating Temperature: -10°C to +50°C.

Non-dimmable, 0-10V and Phase Cut (TRIAC/ELV-120VAC only) options available.

LIGHT DISTRIBUTION:

Very Narrow Spot VNS (17°) | NEMA 3x3
Narrow Spot NS (18°) | NEMA 3x3
Medium Flood MF (30°) | NEMA 4x4
Wide Flood WF (50°) | NEMA 5x5

SPECIFICATIONS

DIMENSIONS

Page 143 of 609 ends

Page 3 of 3 ends

REV 12.09.24
MODEL 1045 | Specification Sheet
Commercial Series · Floodlight · LED

DELIVERED LUMENS

BEAM SPREAD A B C
Very Narrow Spot
VNS
21 Watts 26 Watts
1141 Lumens 1409 Lumens
Narrow Spot
NS
14 Watts 21 Watts 26 Watts
1302 Lumens 1883 Lumens 2325 Lumens
Medium Flood
MF
14 Watts 21 Watts 26 Watts
1249 Lumens 1807 Lumens 2230 Lumens
Wide Flood
WF
14 Watts 21 Watts 26 Watts
1163 Lumens 1682 Lumens 2077 Lumens

Page 144 of 609 ends

!
"
#

$%

&
$

'(#
"$()*'+$

#$
$

,'# # &

./0
1$23,'
(4*
5640*7,8,9:
.$

2
,

$,
;

,<
"$
#&

,3
=$&
$
&
$$,
$
$ #

*

$
*
$
&

> " $<'+
;
!

'+?((

&
@'(6@'() ',8<<-
<,

Page 145 of 609 ends

!
"
#

$%

&
$

'#

$($')
"$*+$
+*

,&

#(
$

!
-.*')

($/
$

$ #!
01/# -2*#

#
3&

4&')&
5

'
$$

Page 146 of 609 ends

Item No. 4.7
City of Laguna Hills
City Council / Planning Agency
Staff Report
Date: September 9, 2025
To: Mayor and Council Members
From: Joe Ames, Interim City Manager
Issue: Authority to Advertise FY25/26 Community Development Block Grant Curb Ramp Replacement Project, CIP 170
Recommendation: That the City Council: 1. Approve the plans and specifications for the FY25/26 Community Development Block Grant Curb Ramp Replacement Project, CIP 170; 2. Authorize the advertisement for bids for the FY25/26 Community Development Block Grant Curb Ramp Replacement Project, CIP 170; 3. Authorize the City Engineer to make edits to the plans and specifications as necessary; and 4. Find that environmental review is not required under the California Environmental Quality Act (CEQA) pursuant to the California Code of Regulations, Title 14, Chapter 3, Section 15301 as a Class 1 Categorical Exemption - “Existing Facilities.”
Background:

As part of City staff’s ongoing effort to identify and apply for grant funding for infrastructure improvements, on December 6, 2024, City staff submitted an application for Community Development Block Grant (CDBG) funding to the County of Orange during its latest call for Public Facilities and Improvements Funding Applications. City staff submitted a project for approximately 42 curb ramp replacements at some intersections bounded by La Paz Road, Cabot Road, and Paseo de Valencia.

In November 2024, the County of Orange, Community Resources Department, announced a call for fiscal year 2025/2026 Public Facilities and Improvements project applications under the County’s Urban County Program funded by the United States Department of Housing and Urban Development (HUD). The funding available under the Urban County Program primarily comes from CDBG funds.

Page 147 of 609 ends

Item No. 4.7
The Orange County Urban County Program is comprised of twelve (12) cities with populations under 50,000 (participating cities), two (2) cities, Placentia and Yorba Linda, with populations over 50,000 (metropolitan cities) and unincorporated areas of Orange County. The twelve (12) participating cities include Brea, Cypress, Dana Point, Laguna Beach, Laguna Hills, Laguna Woods, La Palma, Los Alamitos, San Juan Capistrano, Seal Beach, Stanton, and Villa Park. These cities are not eligible to receive Community Planning and Development (“CPD”) program funds directly from HUD and have opted to participate in the CPD programs through the Urban County Program. The cities of Placentia and Yorba Linda, with populations of over 50,000, are eligible to participate in the CPD program as an entitlement jurisdiction and have elected to join with the Urban County Program as a metropolitan city.

The fiscal year 2025/2026 Public Facilities and Improvements maximum funding amount with no match was $250,000, or with a 20% match was $450,000. Only one application may be submitted by each participating city. Non-profit organizations may also participate in the Urban County Program, but must be sponsored by a city and the city must submit the application.

Project applications must address “high priority” Public Facilities and Improvements.

For this project call, high priority projects are, in order of preference, as follows:

1. Senior Centers

2. Homeless Facilities

3. Neighborhood Facilities

4. Water/Sewer Improvements

5. Street Improvements

6. Sidewalk Improvements

7. “Urgent Need”
Furthermore, the population to be served by the project must principally be low to moderate-income as defined by HUD. Low to moderate-income populations include census tracts that are classified by the United States Census Bureau as having a median household income (in 2022 dollars based on 2020 American Community Survey data) below the median for the area.

For this call for projects, City staff researched the United States Census Bureau’s latest data and found several low to moderate-income census tracts in Laguna Hills where 51% or more of the residential neighborhood consist of low to moderate-income persons. One such census tract location is bounded by La Paz Road, Cabot Road, and Paseo de Valencia. This census tract is also scheduled for inclusion in the upcoming Summer 2026 biennial residential street resurfacing project, CIP No. 101-M, so City staff

Page 148 of 609 ends

Laguna Hills City CouncilSeptember 9, 2025

Laguna Hills City Council
September 9, 2025