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Agenda packet

Lake Forest City Council
April 1, 2025

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Agenda packet
Meeting
April 1, 2025
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Lake Forest City Council
Pages
7
Original file
55.8 MB
Text extracted from the city's file for reading and search. Open the original on lakeforest.primegov.com. That file is the official record.

City of Lake
Forest
AGENDA

LAKE FOREST CITY COUNCIL
Regular Meeting of the City Council
Tuesday, April 1, 2025
Public Session 6:30 p.m.

City Council Chambers, 100 Civic Center Drive, Lake Forest, California NOTICE: Pursuant to Lake Forest Municipal Code Section 2.04.010, Regular Meetings of the City Council are held the First and Third Tuesday of each month at the hour of 5:30 p.m. for Closed Session matters, if required.

The Public Session of the meeting shall commence at 6:30 p.m. or as soon thereafter as possible. Special Meeting times may be held at a different time and date as listed on the Agenda.

AGENDA DOCUMENT REVIEW: The Agenda and staff reports are available on the Internet at https://www.lakeforestca.gov/en/government/meeting-agendas-and-minutes/meeting-agendas and at the City Clerk’s Office, 100 Civic Center Drive, Lake Forest, California, on the Friday before the meeting on Tuesday.

AGENDA DESCRIPTION: The Agenda descriptions are intended to give notice to members of the public of a general summary of items of business to be transacted or discussed. The listed Recommended Action represents staff’s recommendation. The City Council may take any action which it deems to be appropriate on the agenda item and is not limited in any way by the recommended action.

AGENDA ON SOCIAL MEDIA: This meeting will be streamed through Facebook Live. Comments will not be taken via Facebook Live. The City provides the Facebook Live stream as an additional service to the public.

However, the City cannot guarantee that its network and/or the site will be uninterrupted. The City is not responsible for any interrupted service.

SPECIAL NOTICE REGARDING PUBLIC ACCESS TO THE MEETING AND PUBLIC COMMENT:

PUBLIC PARTICIPATION: In addition to attending in person, members of the public may access the meeting live on our website at https://www.lakeforestca.gov/en/government/meeting-agendas-and-minutes/meeting-agendas.

PUBLIC COMMENT PRIOR TO THE MEETING: Members of the public may submit email comments to [email protected]. Email comments will be uploaded to the agenda packet and made part of the official public record of the meeting and will not be read at the meeting. To ensure staff reviews all comments prior to the City Council meeting, please submit email comments no later than 5:00 p.m. the day of the meeting.

PUBLIC COMMENT: Members of the public may provide comments in-person at the meeting. Public comments will no longer be accepted remotely. Those wishing to provide comments in-person at the meeting will be asked to submit a request to speak to the City Clerk. To ensure prompt distribution to the City Council, members of the public wishing to provide written materials to the City Council should do so prior to the start of the meeting or as close thereto as possible, as time will not be taken during the public comment period to distribute written materials to the City Council.

TRANSLATION SERVICE: Interpreters are available by request to members of the public that prefer to make their public comments in Spanish or Chinese. Requests for a translator need to be received by 8:00 a.m. the Monday before the scheduled City Council meeting. Such requests must be received via email at [email protected]
April 1, 2025 LAKE FOREST CITY COUNCIL AGENDA Page 0

Los intérpretes están disponibles previa solicitud para el público que prefiera hacer sus comentarios públicos en español o chino. Las solicitudes de traductor deben recibirse antes de las 8:00 a. m. del lunes anterior a la reunión programada del Concejo Municipal. Dichas solicitudes deben recibirse por correo electrónico a [email protected]
如果大眾願意用西班牙語或中文發表公開評論,我們可應要求提供口譯服務。需要在預定市議會會議之前的周一
上午 8:00 之前收到翻譯請求。此類請求必須透過電子郵件收到:[email protected] Rúguǒ dàzhòng yuànyì yòng xībānyá yǔ huò zhōngwén fābiǎo gōngkāi pínglùn, wǒmen kě yīng yāoqiú tígōng k ǒuyì fúwù. Xūyào zài yùdìng shì yìhuì huìyì zhīqián de zhōuyī shàngwǔ 8:00 Zhīqián shōu dào fānyì qǐngqiú. Cǐ l èi qǐngqiú bìxū tòuguò diànzǐ yóujiàn shōu dào: [email protected] CALL TO ORDER: 6:30 p.m.

Council Members: Doug Cirbo
Mark Tettemer
Benjamin Yu
Mayor Pro Tem: Robert Pequeño
Mayor: Scott Voigts
City Manager: Debra Rose
City Attorney: Matthew E. Richardson
City Clerk: Lisa Berglund
PUBLIC SESSION: 6:30 p.m.

PUBLIC SESSION: At this time, the City Council will convene to consider public matters. Those wishing to address the City Council may submit a completed “Request to Speak” form to the City Clerk prior to City Council action.

INVOCATION: The Invocation will be provided by Chaplain Serena Cummins, Orange County Sheriff’s Department.

PLEDGE OF ALLEGIANCE: The Pledge of Allegiance to the Flag of our Country to be led by Boy Scout Troop #628.

REPORT FROM STUDENT LIAISON: Report from Maya Lowrey, Student Liaison from El Toro High School.

PRESENTATIONS (Item Nos. 1 – 3)
April 1, 2025 LAKE FOREST CITY COUNCIL AGENDA Page 1

1. NEW EMPLOYEE INTRODUCTIONS
RECOMMENDED ACTION: Receive and file.

2. COMMUNITY EMERGENCY RESPONSE TEAM PROGRAM
RECOMMENDED ACTION: Present Certificates of Completion to the graduates of the Community Emergency Response Team Program and Certificates of Participation to the volunteers for participation in the disaster simulation exercise.

3. RECOGNITION OF THE 2024 CHAMPION SPONSORS, CR&R AND

EAGLE COMMUNITY CREDIT UNION
RECOMMENDED ACTION: 1. Recognize the 2024 Champion Sponsors, CR&R and Eagle Community Credit Union. 2. Receive Presentation of the 2025 Special Events Sponsorship Opportunities Packet.

PUBLIC COMMENTS
Members of the public can submit an e-comment to [email protected] . E-comments will not be read at the meeting.

Members of the public may also provide comments in-person at the meeting. Those wishing to provide comments in-person at the meeting will be asked to submit a request to speak to the City Clerk.

CONSENT CALENDAR (Item Nos. 4 – 10)
All matters listed under the Consent Calendar are considered routine and will be enacted by one vote. There will be no separate discussion of these items unless Members of the City Council, the public, or staff request specific items be removed from the Consent Calendar for separate action.

4. MOTION TO WAIVE READING OF RESOLUTIONS AND ORDINANCES RECOMMENDED ACTION: Said Ordinances and Resolutions which appear on the public agenda shall be determined to have been read by title and further reading waived.

April 1, 2025 LAKE FOREST CITY COUNCIL AGENDA Page 2

MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL HELD ON MARCH 18, 2025
RECOMMENDED ACTION: Approve as submitted.

6. FIRST AMENDMENT TO THE AGREEMENT WITH WEST COAST
ARBORISTS, INC., FOR TREE MANAGEMENT AND MAINTENANCE

SERVICES
RECOMMENDED ACTION: 1. Approve the First Amendment to the Agreement for Maintenance Services for Tree Management Services with West Coast Arborists, Inc. 2. Authorize the Mayor to sign, and the City Clerk to attest, the First Amendment substantially in the form attached.

7. FIFTH AMENDMENT TO AGREEMENT WITH TAIT & ASSOCIATES, INC.

FOR STREET AND TRAFFIC ON-CALL ENGINEERING SERVICES -
TASK ORDER #10 WIDENING/REALIGNMENT OF JERONIMO ROAD AT

EL TORO ROAD
RECOMMENDED ACTION: 1. Approve the Fifth Amendment to the contract for On-Call Street and Traffic Services with Tait & Associates, Inc. for a term extension to provide construction support for Intersection Widening/Realignment of Jeronimo Road at El Toro Road. 2. Authorize the Mayor to sign, and the City Clerk to attest, the Fifth Amendment substantially in the form attached.

8. AWARD CONSTRUCTION CONTRACT TO HORIZONS CONSTRUCTION CO., INTERNATIONAL, INC. FOR MUSCO LED LIGHT REPLACEMENT PROJECT (23P04)
RECOMMENDED ACTION: 1. Approve contract documents for
construction of Musco LED Light Replacement Project (23P04). 2. Adopt Resolution entitled: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE FOREST, CALIFORNIA, AMENDING THE 2023-2030 CAPITAL IMPROVEMENT PLAN; AMENDING APPROPRIATIONS FOR
FISCAL YEAR 2024-25. 3. Award a contract in the amount of $1,250,200.76 to Horizons Construction Co. International, Inc. for the April 1, 2025 LAKE FOREST CITY COUNCIL AGENDA Page 3

5. Musco LED Light Replacement Project. 4. Authorize the Mayor to sign, and the City Clerk to attest the contract with Horizons Construction Co.

International, Inc.

9. SIXTH AMENDMENT TO AGREEMENT WITH RICK ENGINEERING

COMPANY FOR STREET AND TRAFFIC ON-CALL ENGINEERING
SERVICES - TASK ORDER #5 - INTERSECTION IMPROVEMENTS OF BAKE PARKWAY AT TRABUCO RD/IRVINE BLVD.

RECOMMENDED ACTION: 1. Approve the Sixth Amendment to the Professional Consultant Services Agreement for On-Call Street and Traffic Services with Rick Engineering Company for a term extension to provide construction support for Intersection Improvements of Bake Parkway at Trabuco Rd./Irvine Blvd. 2. Authorize the Mayor to sign, and the City Clerk to attest, the Sixth Amendment substantially in the form attached

10. APPROVAL OF AN EASEMENT AND JOINT USE AGREEMENT WITH

THE SOUTHERN CALIFORNIA EDISON COMPANY
RECOMMENDED ACTION: 1. Approve the Grant of Easement and the Joint Use Agreement with the Southern California Edison Company for undergrounding the overhead utilities on Bake Parkway along the Toll Brothers development known as The Meadows. 2. Authorize the Mayor to sign and the City Clerk to attest both documents.

PUBLIC HEARING(S) (Item No. 11)
Public Hearings are scheduled for a time certain of 6:30 p.m. or as soon thereafter as possible. City Council, when considering the matter scheduled for hearing, will take the following actions: 1. Open the Public Hearing. 2. Receive staff report. 3. Accept public testimony. 4. City Council comments and questions. 5. Close the Public Hearing and take appropriate action.

11. PROPOSITION 218 PUBLIC HEARING FOR SOLID WASTE

COLLECTION SERVICES
RECOMMENDED ACTION: 1. Conduct a majority protest hearing on Proposition 218. 2. Adopt a Resolution entitled: A RESOLUTION OF THE

CITY COUNCIL OF THE CITY OF LAKE FOREST, CALIFORNIA,

ADOPTING RATES FOR SOLID WASTE COLLECTION SERVICES
April 1, 2025 LAKE FOREST CITY COUNCIL AGENDA Page 4 DISCUSSION/ACTION ITEMS (Item No. 12)
The following matters are for City Council consideration/discussion/action. Members of the public may have the opportunity to address these items if they wish to do so. Please complete the Request to Speak form and give to the City Clerk.

12. STRATEGIC PLAN QUARTERLY UPDATE
RECOMMENDED ACTION: Receive and file.

CITY MANAGER'S REPORT
At this time, the City Manager may comment on agenda and non-agenda items; and report on items of interest to the City Council and community.

CITY COUNCIL COMMENTS
At this time, City Council Members may comment on agenda or non-agenda matters. No discussion may take place on any item not appearing on the posted agenda. Council Members may ask a question for clarification, respond to statements made or questions posed by the public, make a brief announcement, or make a brief report on his or her own activities. In addition, the City Council may refer to staff or other resources for factual information, request staff to report back at a subsequent meeting or direct staff to place a matter of business on a future agenda. No action may be taken on non-agenda matters unless authorized by law (Government Code Section 54954.2).

Council Member Cirbo:

Council MemberTettemer:

Council Member Yu:

Mayor Pro Tem Pequeño:

Mayor Voigts:

April 1, 2025 LAKE FOREST CITY COUNCIL AGENDA Page 5

ADJOURNMENT
In compliance with the Americans With Disabilities Act, if you need special assistance to participate in this Meeting, including auxiliary aids or services, you should contact the Office of the City Clerk at (949) 461-3400.

Notification 48 hours prior to the Meeting will enable the City to make reasonable arrangements to assure accessibility to this meeting. The City Council agenda and agenda back-up materials can be obtained from the Office of the City Clerk on the Friday prior to the City Council meeting. Copies of all Agendas, Staff Reports and Supporting Materials can also be found on the City’s website – https://www.lakeforestca.gov/129/Agendas.

Agenda and agenda packets, if requested, will be made available in an appropriate alternative format to persons with a disability as required by the Americans With Disabilities Act. Copies of the agenda are provided at no cost and agenda back-up materials are available at the per page copy cost.

The City of Lake Forest mailing address is City Council Chambers, 100 Civic Center Drive, Lake Forest, California.

Phone: (949) 461-3400. FAX (949) 461-3511
CERTIFICATION: I, Thy Merritt, Assistant City Clerk of the City of Lake Forest, California, hereby certify that the foregoing agenda was posted for public review at City Hall on March 27, 2025.

Thy Merritt
Assistant City Clerk
April 1, 2025 LAKE FOREST CITY COUNCIL AGENDA Page 6

CITY COUNCIL AGENDA REPORT
MEETING DATE: 4/1/2025
DEPARTMENT: City Manager
SUBJECT:

NEW EMPLOYEE INTRODUCTIONS
RECOMMENDED ACTION(S):

Receive and file.

EXECUTIVE SUMMARY:

Amir Moussavinejad – Information Technology (“IT”) Analyst Amir is an accomplished IT professional with a Bachelor's degree in Information Technology Management and a robust history of leading and managing IT operations. Amir initially began working with the City as a Systems Engineer with Abtech technologies, the City’s contract IT Support Services provider. With a strong foundation in IT support, a history of successful team leadership, and a comprehensive set of industry certifications, Amir has built a career focused on delivering efficient and effective IT solutions. From early roles providing Level I-II support to leading engineering teams and managing complex projects, Amir has consistently demonstrated his ability to adapt to evolving technologies and deliver exceptional service. In his free time, Amir enjoys scuba diving, playing soccer, and snowboarding.

FISCAL IMPACT:

There is no fiscal impact associated with the recommended action.

ATTACHMENTS:

None.

Submitted By: Nidia Ruelas, Assistant to the City Manager Approved By: Debra Rose, City Manager

CITY COUNCIL AGENDA REPORT
MEETING DATE: 4/1/2025
DEPARTMENT: Management Services
SUBJECT:

COMMUNITY EMERGENCY RESPONSE TEAM PROGRAM
RECOMMENDED ACTION(S):

Present Certificates of Completion to the graduates of the Community Emergency Response Team Program and Certificates of Participation to the volunteers for participation in the disaster simulation exercise.

EXECUTIVE SUMMARY:

On March 22, 2025, 24 residents of Lake Forest successfully completed the City’s 10th Community Emergency Response Team (“CERT”) Basic Training Program. The CERT program, a key component of the U.S. Department of Homeland Security’s Federal Emergency Management Agency (“FEMA”), focuses on community readiness, personal safety, and effective response in times of disaster.

This training is designed to empower citizens to respond to emergencies in their communities, helping to ensure safety and promote mutual aid in the aftermath of a crisis. The program emphasizes the principles of “people helping people” and doing the greatest good for the greatest number of people in the shortest amount of time.

The CERT Basic Training Program consists of eight courses followed by a final simulation exercise that integrates the skills learned. The topics covered in the training include:

1. Disaster Preparedness

2. Fire Safety and Utility Controls

3. Medical Operations (Part I and II)

4. Light Search and Rescue Operations

5. CERT Organization

6. Disaster Psychology

7. Terrorism Awareness

8. Disaster Simulation

This comprehensive program equips participants with essential skills that enhance their ability to assist their neighbors and community during emergencies.

The final exercise of the CERT program is a disaster simulation, in which participants are tested on their knowledge and skills learned throughout the course. A key component of this simulation involves the use of volunteers acting as survivors of a large earthquake scenario. These volunteers portray individuals who have sustained injuries or are trapped in debris, requiring CERT-trained individuals to assess and assist them, simulating the real-life challenges of disaster response. This hands-on experience ensures that participants are prepared to manage critical situations and effectively provide aid in a high- pressure environment.

The City would like to recognize the 17 volunteers as well as the 24 graduates of the 10th CERT Basic Training program.

FISCAL IMPACT:

There is no fiscal impact associated with the recommended action.

ATTACHMENTS:

1. Sample Certificate of Completion

2. Sample Certificate of Participation
Initiated By: Sharlyn De la Paz, Administrative Services Manager Submitted By: Sean McGovern, Deputy City Manager
Approved By: Debra Rose, City Manager
5 5
0 1
1 ATTACHMENT 1
5 5
0 1
1 CERTIFICATE OF COMPLETION

THE LAKE FOREST CITY COUNCIL

HEREBY RECOGNIZES
NAME

FOR COMPLETING THE

CITY OF LAKE FOREST

COMMUNITY EMERGENCY RESPONSE TEAM

BASIC TRAINING
April 1, 2025
_______________________________

SCOTT VOIGTS
Mayor
__________________________
ROBERT PEQUEÑO
Mayor Pro Tem
__________________________

DOUG CIRBO
Council Member
__________________________

MARK TETTEMER
Council Member
__________________________

BENJAMIN YU
Council Member
5 5
0 1
0 ATTACHMENT 2
5 5
0 1
0 CERTIFICATE OF PARTICIPATION

THE LAKE FOREST CITY COUNCIL

HEREBY RECOGNIZES
Sample

FOR PARTICIPATING IN THE

COMMUNITY EMERGENCY RESPONSE TEAM
BASIC TRAINING FINAL EXERCISE “SURVIVOR”
April 1, 2025
_______________________________

SCOTT VOIGTS
Mayor
__________________________
ROBERT PEQUEÑO
Mayor Pro Tem
__________________________

DOUG CIRBO
Council Member
__________________________

MARK TETTEMER
Council Member
__________________________

BENJAMIN YU
Council Member

CITY COUNCIL AGENDA REPORT
MEETING DATE: 4/1/2025
DEPARTMENT: Management Services
SUBJECT:

RECOGNITION OF THE 2024 CHAMPION SPONSORS, CR&R AND EAGLE

COMMUNITY CREDIT UNION
RECOMMENDED ACTION(S):

1. Recognize the 2024 Champion Sponsors, CR&R and Eagle Community Credit Union.

2. Receive Presentation of the 2025 Special Events Sponsorship Opportunities Packet.

EXECUTIVE SUMMARY:

Local businesses can sponsor City of Lake Forest special events by submitting the Sponsorship Opportunities Packet and Application ("Sponsorship Packet").

Sponsorship opportunities provide businesses, non-profits, and other entities with increased exposure to the community. Since 2022, the Sponsorship Packet has been utilized to provide booth spaces at City sponsored events. For $10,000, sponsors can participate in the Champion sponsorship level, which covers all City events within a calendar year.

Staff are happy to recognize the third annual Champion Sponsorship from CR&R and Eagle Community Credit Union ("ECCU"). During tonight's meeting, the City Council will have the opportunity to recognize and thank CR&R and Eagle Community Credit Union for their generous support by presenting them with a Certificate of Recognition (Attachment 1). Staff will also present the 2025 Sponsorship Packet, making the City Council and community aware of the opportunities available for the coming year (Attachment 2).

FISCAL IMPACT:

There is no fiscal impact associated with the recommended action.

ATTACHMENTS:

1. Sample Certification of Recognition

2. Special Event Sponsorship Opportunities Packet
Initiated By: Laura Hunter, Recreation Manager
Submitted By: Laura Hunter, Recreation Manager
Approved By: Sean McGovern, Deputy City Manager
Attachment 1

MARK TETTEMER

COUNCIL MEMBER

BENJAMIN YU

COUNCIL MEMBER
CERTI

FICATE OF RECOGNITION

THE LAKE FOREST CITY COUNCIL

HEREBY RECOGNIZES
2024 CHAMPION SPONSOR
Thank you for your support and contribution.

APRIL 1, 2025

SCOTT VOIGTS
MAYOR
ROBERT PEQUEÑO

MAYOR PRO TEM

DOUG CIRBO

COUNCIL MEMBER
Attachment 2

BENEFIT

SPONSORSHIP LEVELS
Title$2,500 Diamond$1,000 Platinum$500 Gold$250 Silver$100 Certificate ofRecognition
Recognition on City Website
Logo Featured onMarketing Materials
Event Booth (If Applicable)
Shared Social MediaPosts
Recognition DuringEvent Announcements
Logo Featured in The Leaflet (Half Page)
Logo Featured in The Leaflet (Quarter Page)
CHAMPION SPONSORSHIP - $10,000
Ensures Title Sponsor benefits for all Signature Events and Special Events, within calendar year. Sponsorships received and approved prior to or during themonth of January will receive full benefits. Proration not permitted.

The City of Lake Forest
Community Services
Division offers sponsorship
opportunities for its
Signature Events and Special
Events. The Sponsorship Spotlight
program is designed to provide businesses
with significant recognition for their support
and contributions.

Sponsorship levels range from $100 to
$10,000 to accommodate any budget, each
with a unique set of benefits. The City aims
to ensure a mutually beneficial relationship
between your business
and the community.
20242024SPONSORSHIPSPONSORSHIPSPOTLIGHTSPOTLIGHT
City of Lake Forest
Community Services Division

OPPORTUNITIESOPPORTUNITIES SPONSORSHIPSPONSORSHIPLEVELSLEVELS Submit YourSubmit Your
Application Today!Application Today!
For more information, visit the
Special Events page at
www.lakeforestca.gov

TREE LIGHTING
Ignite the festive season at our Annual Tree Lighting
Ceremony taking place at the heart of the Civic Center
Campus. Join us in December for the glow of twinkling
lights and holiday cheer as we illuminate the campus tree to officially mark the start of the holiday season.

Average Attendance: 2,500

SIGNATURE EVENTSSIGNATURE EVENTS

HALLOWEEN SPOOKTACULAR
A wicked good time for everyone! This family-friendly
Halloween Spooktacular offers activities for all ages! The Sports Park will be transformed into a haunted structure, featuring games, crafts, trunk-or-treats, and a pumpkin carving contest. Children are encouraged to wear their
costumes as they join in the fun!
Average Attendance: 3,000

SNOWFEST
Hit the snow-laden slopes at Pittsford Park for this annual snow spectacular! Both kids and adults are invited to play in the snow at this special event. Sleds and saucers are available to slide down Mount Pittsford. The play snow
area, designed for kids 10 and under, is open throughout the entire event. Enjoy additional attractions, games, and fun photo opportunities. Food and drinks are available for a nominal fee.

Average attendees: 3,000

BUNNY BLAST
Join us for everyone's favorite springtime event! Enjoy a fun-filled day with the entire family, featuring game
booths, rides, music, and other exciting activities. Use bags and baskets to collect eggs filled with candy from themed egg stations. The first 1,000 young friends can
participate in the egg-cellent egg stations! Don't miss the opportunity to visit and take pictures with both Nectar and Hoppy, The Spring Bunny.

Average attendees: 3,00 0

FOURTH OF JULY PARADE
Wave your flag high on the Fourth of July! The City of
Lake Forest has been hosting its annual Fourth of July
Parade since its incorporation in 1991. The parade follows an established route, starting with a pancake breakfast and a 5k run/walk. The event offers a variety of activities.

Show your patriotism by joining us and supporting your
community!
Average Attendance: 12,000

CONCERTS IN THE PARK
Get ready for a summer symphony under the stars at our
Concerts in the Park series! Join us in June, July, and August for a musical extravaganza like no other. But
that's not all – our August concert comes with an extra twist, featuring an exciting Car Show! Bring your picnic blankets and dancing shoes to enjoy a variety of tunes in a vibrant outdoor setting.

Average Attendance: 10,000

COMMUNITYCOMMUNITY

OUTREACHOUTREACH
Average Media Reach: 120,000Average Media Reach: 120,000 The City of Lake Forest hosts 4 Signature
Events annually, advertised to a broad
audience through multiple channels: The
Leaflet, a quarterly publication distributed
to 35,000 residents, and the City's social
media accounts, engaging more than
55,000 followers.

Sponsoring a City event offers your
business the opportunity to connect with
this extensive audience. With over 50,000
attendees at City events each year, these
methods demonstrate successful
communication with the community.

SPECIALSPECIAL

EVENTSEVENTS
Average Media Reach: 100,000Average Media Reach: 100,000

SANTA EVENTS
(Series of 3)
Breakfast with Santa
Calls from Santa
Letters from Santa
Average Attendees: Up to 3,000
Average Attendees: Up to 3,000

PET EXPO

MULTICULTURAL EVENT

FALL BOUTIQUE

SUMMERSUMMER

SPRINGSPRING

FALLFALL

WINTERWINTER

CONCERT SERIES
(Series of 3)

MOVIES IN THE PARK
(Series of 3)
*New

CITY COUNCIL AGENDA REPORT
MEETING DATE: 4/1/2025
DEPARTMENT: City Clerk
SUBJECT:

MOTION TO WAIVE READING OF RESOLUTIONS AND ORDINANCES
RECOMMENDED ACTION(S):

Said Ordinances and Resolutions which appear on the public agenda shall be determined to have been read by title and further reading waived.

EXECUTIVE SUMMARY:

California Government Code 36934 allows titles of ordinances and resolutions to be waived.

FISCAL IMPACT:

There is minimal fiscal impact associated with the recommended action.

ATTACHMENTS:

None.

Submitted By: Lisa Berglund, MPA, City Clerk
Approved By: Debra Rose, City Manager
14 MINUTES OF A REGULAR MEETING

OF THE CITY COUNCIL OF THE CITY OF LAKE FOREST

The regular meeting of the City Council of the City of Lake Forest held Tuesday, March 18, 2025, at the Lake Forest City Council Chambers, 100 Civic Center Drive, Lake Forest, California, was called to order at 5:30 p.m. with all members present.

ROLL CALL:

Council Members:

Doug Cirbo
Mark Tettemer
Benjamin Yu
Mayor Pro Tem: Robert Pequeño
Mayor: Scott Voigts

City Manager: Debra Rose
City Attorney: Matthew E. Richardson
City Clerk: Lisa Berglund

CLOSED SESSION

1. CONFERENCE WITH LEGAL COUNSEL- EXISTING LITIGATION

EXISTING LITIGATION PURSUANT TO GOVERNMENT CODE SECTION 54956.9(D)(1)
NUMBER OF CASES: 1

Case Name: Brian McMillan v. City of Lake Forest, et al.

USDC Central District Case No.: 8:25-cv-00245-SRM (JDEx)

ACTION: Closed session was conducted.

INVOCATION: The Invocation was provided by Bruce Hoggan from the Church of Jesus Christ of Latter-day Saints.

PLEDGE OF ALLEGIANCE: The Pledge of Allegiance to the Flag of our Country was led by Brownie and Junior Troop #3620.

CLOSED SESSION REPORT: City Attorney Richardson reported that the City Council directed him to defend the City on the three claims made by Mr. McMillan.

PRESENTATIONS: (Item No. 2)
MOTION: It was moved by Mayor Pro Tem Pequeño, seconded by Council Member Yu, to approve Presentation Item No. 2. The motion was carried by a vote of 5-0.

March 18, 2025 LAKE FOREST CITY COUNCIL MEETING MINUTES Page 2 of 6

2. RECOGNITION OF 2024 COMMISSION CHAIRS

ACTION: The 2024 Chairs of the Community Services, Traffic and Parking, and Planning Commissions were recognized.

PUBLIC COMMENTS:

Jacqueline Napoli expressed concerns with e-bike riders harassing residents and recounted her personal encounter with them.

Girish Rao expressed concerns with e-bike riders harassing residents and recounted his personal encounter with them.

Joseph Poteet expressed concerns with permitted parking and parking enforcement.

Mark Tamar expressed concerns with e-bike riders harassing residents and recounted his personal encounter with them.

Andrew O’Connor expressed concerns with the City’s response to e-bike complaints and concerns with various Council Members and the City Manager.

Kelly Lee, representative from Southern California Edison, provided resources for residents should they experience a power outage. Also informed the City Council that Southern California Edison will not be selling its assets.

Sean Lavery expressed concerns with e-bike riders harassing residents and recounted his personal encounter with them.

Cheryl Ghindia expressed concerns with e-bike riders harassing residents and recounted her personal encounter with them.

Council Member Yu provided clarification on the City’s response to e-bike violations.

Mayor Pro Tem Pequeño provided clarification on the Orange County Sheriff’s Department’s policy on pursuits. Mayor Voigts received consensus to create an ad hoc committee consisting of himself and Mayor Pro Tem Pequeño to discuss residents’ concerns with e-bike riders.

CONSENT CALENDAR: (Item Nos. 3 – 9)
Consent Calendar Item Nos. 4 – 5 were pulled for discussion.

MOTION: It was moved by Council Member Tettemer, seconded by Mayor Voigts, to approve Consent Calendar Item Nos. 3, and 6 – 9. The motion was carried by a vote of 5-0.

3. MOTION TO WAIVE READING OF RESOLUTIONS AND ORDINANCES

ACTION: Said Ordinances and Resolutions which appeared on the public agenda were determined to have been read by title and further reading was waived.

March 18, 2025 LAKE FOREST CITY COUNCIL MEETING MINUTES Page 3 of 6

6. FIRST AMENDMENT TO AGREEMENT WITH 360 GLOBAL TECHNOLOGIES

FOR WEBSITE HOSTING SERVICES

ACTION: The proposed First Amendment to the Second Letter Agreement with 360 Global Technology LLC was approved.

7. 2024 GENERAL PLAN ANNUAL PROGRESS REPORT

ACTION: Staff was authorized
to submit the 2024 General Plan Annual Progress
Report to the Governor's Office of Planning and Research and the State’s Housing and Community Development Department.

8. 2024 ANNUAL HOUSING ELEMENT PROGRESS REPORT

ACTION: Staff was authorized to submit the 2024 Annual Housing Element Progress Report to the State Department of Housing and Community Development and the Governor's Office of Planning and Research.

9. NOTICE OF COMPLETION FOR TRABUCO ROAD REHABILITATION PROJECT FROM BAKE PARKWAY TO PEACHWOOD (24S01B), ASCENSION MEDIAN IMPROVEMENTS (24S03), AND LAKE FOREST DRIVE

REHABILITATION FROM BAKE PARKWAY TO PORTOLA PARKWAY
(24S01C)

ACTION: 1. All American Asphalt, Inc. was found to have completed construction of the Trabuco Road Rehabilitation Project from Bake Parkway to Peachwood (24S01B), Ascension Median Improvements (24S03), and Lake Forest Drive Rehabilitation from Bake Parkway to Portola Parkway (24S01C). 2.

The Notice of Completion was approved and the Mayor was authorized to execute the document on behalf of the City. 3. The City Clerk was authorized to submit Notice of Completion for recordation to the Office of the County Recorder of Orange County within fifteen days of the City Council approval, as required by Section 9204 of the California Civil Code. 4. Staff was authorized to release any unencumbered retention in accordance with California law.

ITEMS PULLED FOR DISCUSSION: (Item Nos. 4 – 5)
MOTION: It was moved by Mayor Voigts, seconded by Mayor Pro Tem Pequeño, to approve Consent Calendar Item Nos. 4 – 5. The motion was carried by a vote of 5-0.

4. MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL HELD ON MARCH 4, 2025

Andrew O’Connor offered public comment and expressed concerns with comments made by Mayor Pro Tem Pequeño.

March 18, 2025 LAKE FOREST CITY COUNCIL MEETING MINUTES Page 4 of 6

ACTION: The minutes were approved as submitted.

5. CERTIFICATION OF WARRANT REGISTER

Andrew O’Connor offered public comment and expressed concerns with various expenditures.

ACTION: The warrant register in the amount of $4,940,888.58 was approved.

DISCUSSION/ACTION ITEMS: (Item Nos. 10 – 11)

10. APPROVAL OF AN AFFORDABLE HOUSING LOAN AGREEMENT WITH

NATIONAL COMMUNITY RENAISSANCE FOR THE ASPAN COURT

AFFORDABLE HOUSING PROJECT

City Manager Rose introduced this item and invited Economic Development/Housing Manager Grijalva to provide a presentation. Chief Development Officer for National Core Alexa Washburn also provided information. City Council questions were asked and answered.

Rona Henry offered public comment and expressed support for the agreement.

Andrew O’Connor offered public comment and expressed concerns with the logistics of the project.

Rudy Barbosa offered public comment and expressed support for the agreement.

Erin Schwarz offered public comment and expressed support for the agreement.

Todd Cottle offered public comment and expressed support for the agreement.

MOTION: It was moved by Mayor Pro Tem Pequeño, seconded by Council Member Tettemer, to: Approve a Resolution titled: “A RESOLUTION OF THE

CITY COUNCIL OF THE CITY OF LAKE FOREST, CALIFORNIA, APPROVING

AN AFFORDABLE HOUSING AGREEMENT BETWEEN THE CITY OF LAKE

FOREST, THE LAKE FOREST HOUSING AUTHORITY AND NATIONAL
COMMUNITY RENAISSANCE.” The motion was carried by a vote of 5-0.

11. FISCAL YEAR 2024-25 MID-YEAR BUDGET REVIEW

City Manager Rose introduced this item and invited Finance Director Shirah to provide a presentation. Andrew O’Connor offered public comment and March 18, 2025 LAKE FOREST CITY COUNCIL MEETING MINUTES Page 5 of 6

expressed concerns with expenditures. Council questions were asked and answered.

MOTION: It was moved by Council Member Yu, seconded by Mayor Pro Tem Pequeño, to: 1. Receive and file the 2023-2025 Operating Budget Mid-Year Review Report. 2. Adopt a Resolution titled: A RESOLUTION OF THE CITY

COUNCIL OF THE CITY OF LAKE FOREST, CALIFORNIA, AMENDING THE 2023-2025 OPERATING BUDGET; AMENDING APPROPRIATIONS FOR FISCAL YEAR 2024-25. The motion was carried by a vote of 5-0.

CITY MANAGER'S REPORT: City Manager Rose had nothing further to report.

CITY COUNCIL COMMENTS:

Council Member Cirbo:

Council Member Cirbo provided remarks on public
comments made during City Council meetings. He
reported on compliments he has received from
residents and credited the competence of staff. He
reported on his attendance at Scouting events and the
Saddleback District Volunteer Appreciation Dinner. He
requested consensus to recognize the local Scouting
leadership with a certificate. Mayor Voigts and Council Member Yu provided consensus.

Council Member Tettemer:

Council Member Tettemer had nothing further to
report.

Council Member Yu:

Council Member Yu provided remarks echoing
Council Member Cirbo’s comments.

Mayor Pro Tem Pequeño:

Mayor Pro Tem Pequeño thanked staff for their hard
work and echoed Council Member’s comments and
reiterated that the City is well run.

Mayor Voigts:

Mayor Voigts provided remarks on how the City is a
welcoming and safe place and thanked staff for their
hard work. He requested consensus to create an ad
hoc committee consisting of himself and Mayor Pro
Tem Pequeño to discuss residents’ concerns with e-
bike riders.

ADJOURNMENT: The Regular Meeting of the City Council was adjourned at 8:04 p.m.

March 18, 2025 LAKE FOREST CITY COUNCIL MEETING MINUTES Page 6 of 6

Respectfully submitted:

APPROVED:

LISA BERGLUND SCOTT VOIGTS

CITY CLERK MAYOR

CITY COUNCIL AGENDA REPORT
MEETING DATE: 4/1/2025
DEPARTMENT: Public Works
SUBJECT:

FIRST AMENDMENT TO THE AGREEMENT WITH WEST COAST
ARBORISTS, INC., FOR TREE MANAGEMENT AND MAINTENANCE

SERVICES
RECOMMENDED ACTION(S):

1. Approve the First Amendment to the Agreement for Maintenance Services for Tree Management Services with West Coast Arborists, Inc.

2. Authorize the Mayor to sign, and the City Clerk to attest, the First Amendment substantially in the form attached.

EXECUTIVE SUMMARY:

West Coast Arborist, Inc. (“West Coast”) is the City’s current Tree Management and Maintenance Services Contractor, providing tree management and maintenance services for the City’s approximately 14,000 trees. The original three-year Agreement for Maintenance and Management Services with West Coast (“Agreement”) was approved by the City Council after the completion of a competitive Request for Proposal (“RFP”) process on June 18, 2022, with a compensation amount of $1,576,047 and two optional one-year extensions (Attachment 1).

The proposed First Amendment would add $547,737.32 and an additional year to the term of the Agreement at the City Council’s discretion. If approved, the new expiration date for the Agreement would be June 30, 2026. The proposed First Amendment increases bid prices 3.4% using the Consumer Price Index (“CPI”) for calendar year 2024 and adds compensation for a not-to-exceed the amount of $2,123,784.32. Sufficient funding would be included in the 2025-2027 Operating Budget to cover the costs of approving the First Amendment.

BACKGROUND:

On June 18, 2022, the City Council approved a three-year Agreement with West Coast Arborist, Inc. for Tree Management and Maintenance Services (Attachment 1). The total compensation amount for the Agreement was

$1,576,047 with a three-year term expiring June 30, 2025. The Agreement included two optional one-year extensions. The scope of work consists of pruning, planting, removal as required, staking for new trees, emergency response, on-call inspection by a certified arborist, preparation of any associated arborist reports, and a response plan for managing and treating invasive pests.

DISCUSSION:

The proposed First Amendment with West Coast (Attachment 2) would add $547,737.32 for a new total compensation amount of $2,123,784.32. This additional compensation provides for a 3.4% CPI adjustment to rates for tree management services. Staff believe West Coast’s performance met or exceeded the contract’s scope of work and the responsibilities associated with tree maintenance services. During the contract, West Coast demonstrated its willingness to respond quickly to requests for service and consistently completed all requested work in a professional manner. West Coast provides excellent customer service and has demonstrated a readiness to assist with emergency and urgent calls for tree maintenance.

The chart below provides an overall summary of the contractor’s performance since the start of the Agreement. Consistent with the City’s Purchasing Guidelines and following a vendor assessment (Table 1), staff recommend the City Council approve the First Amendment to the contract to ensure that the City retains the ability to continue performing tree management services.

Table 1: Vendor Assessment
West Coast Maintenance, Inc. Performance Assessment
July 1, 2022 through April 1, 2025
Category Rating
Performance of Scope of
Services
☐ Unsatisfied ☐ Satisfied ☒ Very Satisfied ☐ N/A
Timeliness ☐ Unsatisfied ☐ Satisfied ☒ Very Satisfied ☐ N/A Budget Performance ☐ Unsatisfied ☐ Satisfied ☒ Very Satisfied ☐ N/A Customer Service ☐ Unsatisfied ☐ Satisfied ☒ Very Satisfied ☐ N/A Sufficient funding would be included in the 2025-2027 Operating Budget to cover the costs of approving the First Amendment. Staff recommend the City Council approve the proposed First Amendment and authorize the Mayor to sign and the City Clerk to attest to the First Amendment. The proposed First Amendment was prepared by the Finance Department and approved as to form by the City Attorney.

FISCAL IMPACT:

Approval of the First Amendment to the West Coast Agreement would increase the compensation amount by $547,737.32, bringing the total compensation amount to $2,123,784.32. The First Amendment would also increase unit prices by 3.4% in accordance with the Consumer Price Index. If approved, sufficient funding to cover the costs of the First Amendment would be requested in the future 2025-2027 Operating Budget.

ATTACHMENTS:

1. Agreement with West Coast Maintenance Services

2. First Amendment to the Agreement with West Coast Arborists, Inc.

Initiated By: Michael McConaha, Public Works Maintenance Manager Submitted By: Thomas E. Wheeler, P.E., Director of Public Works/City Engineer Approved By: Debra Rose, City Manager

Attachment 1

Attachment 2

CITY COUNCIL AGENDA REPORT
MEETING DATE: 4/1/2025
DEPARTMENT: Public Works
SUBJECT:

FIFTH AMENDMENT TO AGREEMENT WITH TAIT & ASSOCIATES, INC. FOR

STREET AND TRAFFIC ON-CALL ENGINEERING SERVICES - TASK ORDER #10 WIDENING/REALIGNMENT OF JERONIMO ROAD AT EL TORO ROAD RECOMMENDED ACTION(S):

1. Approve the Fifth Amendment to the contract for On-Call Street and Traffic Services with Tait & Associates, Inc. for a term extension to provide construction support for Intersection Widening/Realignment of Jeronimo Road at El Toro Road.

2. Authorize the Mayor to sign, and the City Clerk to attest, the Fifth Amendment substantially in the form attached.

EXECUTIVE SUMMARY:

Staff recommends extending the Professional Services Agreement (“Agreement”) with Tait & Associates, Inc. (“Tait”) by an additional two years to provide engineering support during construction of the Jeronimo Road widening project and during the one-year warranty period. There is no cost increase associated with the proposed Fifth Amendment. Tait provides Street and Traffic On-Call Engineering Services under the Agreement approved by City Council on April 17, 2018 (Attachment 1). The three-year Agreement with Tait allowed for two additional one-year extensions based upon performance.

Tait has performed to staff’s expectations throughout the term of the Agreement.

There have been three amendments to the Agreement. The first amendment increased the compensation amount and extended the term by one year (Attachment 2). The second amendment, approved by the City Manager, approved the second one-year term extension (Attachment 3). The City Council approved the third amendment extending the term for an additional two years, which is now set to expire on April 17, 2025 (Attachment 4).

Under the Street and Traffic On-Call Engineer Services Contract, Tait is currently providing design services for Widening/Realignment of Jeronimo Road at El Toro Road. The design for this improvement included acquiring right-of-way from the adjacent property owner prior to the project being advertised for construction.

The right-of-way acquisition is proceeding, and staff is preparing to advertise the project for construction.

To allow Tait to provide engineering support through construction, staff recommend the City Council approve the Fifth Amendment to the Agreement with Tait, to extend the Agreement for an additional two years (Attachment 5).

Staff recommends extending the Agreement by exercising the City Council’s discretionary authority to ensure Tait provides engineering services during the construction phase of this project and the one-year warranty review. The proposed Fifth Amendment to the Agreement with Tait would extend the term of the Agreement and make no changes to the compensation amount.

BACKGROUND:

The Public Works Department utilizes on-call engineering consultants to provide public works and engineering support services on an as-needed basis. These services include engineering design services for Capital Improvement Projects (“CIP”).

On April 17, 2018, the City Council approved Professional Consultant Services Agreements with Rick, Tait & Associates, and Harris & Associates for on-call street and engineering services for $250,000 each. The term of the Agreements was for three years from April 18, 2018, to April 17, 2021, with the option of two one-year extensions at the discretion of the City Council.

The original contracts were intended to cover multiple years and multiple CIP projects. Staff solicited proposals from the three firms and evaluated each based on the firm’s specific expertise, proposed cost, and availability. The City Council’s initial approval provided the compensation required to begin utilizing these consulting services with the understanding staff would routinely bring back amendments to City Council on an as-needed basis. The table below is a summary of the five previous amendments with Tait & Associates.

Amendment Date Approved Term Compensation Expiration
Date
First December 22,
2020
One Year
Extension
Increase of
$272,000
April 17, 2022
Second March 31, 2022 One Year
Extension
No Change April 17, 2023
Third March 8, 2023 Two Year
Extension
No Change April 17, 2025
Fourth November 9,
2023
No Change Increase of
$169,060
April 17, 2023
DISCUSSION:

The Jeronimo Widening/Realignment project will be advertised soon for bids for construction. Staff anticipates awarding a construction contract in the next few months. Since Tait is the design engineer for the Jeronimo Widening/Realignment project and is well-acquainted with the right-of-way acquisition and utility relocations, staff recommend extending the term of the Agreement an additional two years to support the project through construction and the one-year warranty period.

The City’s standard contract format uses an initial three-year term with two additional one-year extensions available based on performance for a five-year maximum term. The Agreement with Tait has been extended twice via two one- year extensions, and once by City Council for a two-year extension. The Agreement with Tait is set to expire on April 17, 2025.

Pursuant to the City’s Purchasing and Contracting Guidelines, staff completes a vendor performance assessment during a proposed contract amendment. The vendor performance is used as a guide to determine whether a contract should be amended, renewed, or terminated based on performance in the following categories: performance of scope of services; timeliness; budget performance; and customer service.

Tait & Associates, Inc. – Performance Review
April 17, 2018, through April 1, 2025
Category Unsatisfied – Very Satisfied
Performance of Scope
of services
☐Unsatisfied ☐ Satisfied ☒Very Satisfied ☐N/A
Timeliness ☐Unsatisfied ☐ Satisfied ☒Very Satisfied ☐N/A Budget Performance ☐Unsatisfied ☐Satisfied ☒Very Satisfied ☐N/A Customer Service ☐Unsatisfied ☐Satisfied ☒Very Satisfied ☐N/A Consistent with the City’s Purchasing and Contracting Guidelines, including vendor assessment, staff recommends the City Council exercise its discretionary authority to extend the Agreement to ensure Tait can continue to provide engineering services for the Jeronimo Widening/Realignment project. The Finance Department prepared the proposed Fifth Amendment and the City Attorney’s Office reviewed the document as to form. Staff recommend the City Council approve the proposed amendment to Tait to continue to provide engineering services for the project.

FISCAL IMPACT:

The proposed Fifth Amendment to the Tait Agreement would not increase the compensation amount. The Fifth Amendment would extend the term of the Tait Agreement by two years and maintain the current contractual rates.

ATTACHMENTS:

1. Agreement with Tait & Associates, Inc.

2. First Amendment to Agreement with Tait & Associates, Inc.

3. Second Amendment to Agreement with Tait & Associates, Inc.

4. Third Amendment to Agreement with Tait & Associates, Inc.

5. Fourth Amendment to Agreement with Tait & Associates, Inc

5. Proposed Fifth Amendment to Agreement with Tait & Associates, Inc.

Initiated By: Douglas Erdman, Assistant City Engineer
Submitted By: Thomas E. Wheeler, P.E., Director of Public Works/City Engineer Approved By: Debra Rose, City Manager

Attachment 1

Attachment 2

Attachment 3

Attachment 4
DocuSign Envelope ID: F1EA138F-0375-4E2B-9FD5-92257851949A 55136.00200\31919338.1 - 1 -

CITY OF LAKE FOREST

THIRD AMENDMENT TO

AGREEMENT FOR PROFESSIONAL CONSULTANT SERVICES

PARTIES AND DATE.

This Third Amendment to the Agreement for Professional Consultant Services (“Third Amendment”) is entered into on the 8 day of March ,
2023 , by and between the City of Lake Forest, a municipal corporation, organized under the laws of the State of California, with its principal place of business at 100 Civic Center Drive, Lake Forest, CA 92630 (“City”) and Tait & Associates, Inc., a California corporation, with its principal place of business at 701 N. Park Center Drive, Santa Ana, CA 92705 ("Consultant").

City and Consultant are sometimes individually referred to herein as "Party" and collectively as "Parties."
RECITALS.

2.1 Agreement. The Parties entered into that certain Agreement for Professional Street and Traffic Engineering Services dated April 17, 2018 (“Agreement”).

2.2 First Amendment. The Parties entered into that certain First Amendment to extend the term of the Agreement, increase the total amount of compensation under the Agreement, and amend the scope of services, dated December 22, 2020 (“First Amendment”).

2.3 Second Amendment. The Parties entered into that certain Second Amendment to extend the term of the agreement and update the Delivery of Notices, dated March 31, 2022 (“Second Amendment”).

2.4 Third Amendment. The Parties now desire to amend the Agreement in order to extend the term of the Agreement.

TERMS.

3.1 Term. Section 3.1.2 of the Agreement is hereby amended in its entirety to read as follows:

The term of this Agreement shall be from April 18, 2018 to April 17, 2025, unless earlier terminated as provided herein. Consultant shall complete the Services within the term of this Agreement, and shall meet any other established schedules and deadlines.

3.2 Remaining Provisions of Agreement. Except as otherwise specifically set forth in this Third Amendment, the remaining provisions of the Agreement shall remain in full force and effect.

DocuSign Envelope ID: F1EA138F-0375-4E2B-9FD5-92257851949A 55136.00200\31919338.1 - 2 -

CITY OF LAKE FOREST TAIT & ASSOCIATES, INC.

By:

Doug Cirbo
Mayor

ATTEST:

By:

Jake Vandervis
Vice President
[If Corporation, TWO SIGNATURES,
President OR Vice President AND Secretary
OR Treasurer REQUIRED]

By:

Lisa Berglund
City Clerk
By:

Jason Jones
Treasurer

APPROVED AS TO FORM:

By:

Best Best & Krieger LLP
City Attorney

Attachment 5

Attachment 6

STREET AND TRAFFIC ENGINEERING CONSULTING SERVICES
(2018-017.5)

City of Lake Forest
100 Civic Center Dr.

Lake Forest, CA 92630

Docusign Envelope ID: 0C48210A-F7A2-4BD7-851D-AC0363D27934 City of Lake Forest
Fifth Amendment to Professional Consultant Services Agreement Street and Traffic Engineering Consulting Services
I. PARTIES AND DATE. ................................ ................................ ..............

II. RECITALS. ................................ ................................ ..............................

III. TERMS................................. ................................ ................................ ..

IV. SIGNATURES. ................................ ................................ ........................

Docusign Envelope ID: 0C48210A-F7A2-4BD7-851D-AC0363D27934

Title: Street and Traffic Engineering Consulting Services 3 1. PARTIES AND DATE.

This Agreement is made and entered into this [***INSERT DAY***] day of [***INSERT MONTH***], [***INSERT YEAR***], by and between the City of Lake Forest, a municipal corporation, organized under the laws of the State of California, with its principal place of business at 100 Civic Center Drive, Lake Forest, California 92630 (“City”) and Tait & Associates, Inc., a California Corporation (Inc.) , with its principal place of business at 701 N. Park Center Drive, Santa Ana, CA 92705 (“Consultant”). City and Consultant are sometimes individually referred to herein as “Party” and collectively as “Parties.” Docusign Envelope ID: 0C48210A-F7A2-4BD7-851D-AC0363D27934

Title: Street and Traffic Engineering Consulting Services 4 2. RECITALS.

2.1. Agreement
The Parties entered into that certain Agreement for Street and Traffic Engineering Consulting Services dated April 17, 2018 (“Agreement”).

2.2. First Amendment
The Parties entered into that certain First Amendment to the Agreement dated December 22, 2020 ("First Amendment").

2.3. Second Amendment
The Parties entered into that certain Second Amendment to extend the term of the agreement and update the Delivery of Notices, dated March 31, 2022 (“Second Amendment”).

2.4. Third Amendment
The Parties entered into that certain Third Amendment to extend the term of the Agreement, dated March 8, 2023 (“Third Amendment”).

2.5. Fourth Amendment
The Parties entered into that certain fourth Amendment to amend the scope of services and increase the total compensation under the Agreement, dated November 9, 2023 ("Fourth Amendment").

2.6. Fifth Amendment
The Parties now desire to amend the Agreement in order to extend the term of the Agreement.

Docusign Envelope ID: 0C48210A-F7A2-4BD7-851D-AC0363D27934

Title: Street and Traffic Engineering Consulting Services 5 3. TERMS.

3.1. Term.

Section 3.1.2 of the Agreement is hereby amended in its entirety to read as follows:

The term of this Agreement shall be from April 18, 2018 to April 17, 2027, unless earlier terminated as provided herein. Consultant shall complet e the Services within the term of this Agreement, and shall meet any other established schedules and deadlines.

3.2. Remaining Provisions of Agreement.

Except as otherwise specifically set forth in this Fifth Amendment, the remaining provisions of the Agreement shall remain in full force and effect.

Docusign Envelope ID: 0C48210A-F7A2-4BD7-851D-AC0363D27934

Title: Street and Traffic Engineering Consulting Services 6 4. SIGNATURES.

4.1. SIGNATURES.

CITY OF LAKE FOREST Tait & Associates, Inc.

By: [AUTHORIZED CITY SIGNATURE]

Scott Voigts
Mayor
By: [VENDOR SIGNATURE 1]

Jake Vandervis
Vice President
[If Corporation, TWO SIGNATURES,
President OR Vice President AND Secretary
OR Treasurer REQUIRED]
ATTEST:

By: [CITY CLERK SIGNATURE]

Lisa Berglund
City Clerk
By: [VENDOR SIGNATURE 2]

Jason Jones
Treasurer
APPROVED AS TO FORM:

By: [CITY ATTORNEY SIGNATURE]

Best Best & Krieger LLP
City Attorney

[CONTRACT ADMINISTRATOR APPROVAL]
[PROJECT MANAGER APPROVAL]
[CITY CLERK - INSURANCE APPROVAL]

Docusign Envelope ID: 0C48210A-F7A2-4BD7-851D-AC0363D27934

CITY COUNCIL AGENDA REPORT
MEETING DATE: 4/1/2025
DEPARTMENT: Public Works
SUBJECT:

AWARD CONSTRUCTION CONTRACT TO HORIZONS CONSTRUCTION CO., INTERNATIONAL, INC. FOR MUSCO LED LIGHT REPLACEMENT PROJECT (23P04)
RECOMMENDED ACTION(S):

1. Approve contract documents for construction of Musco LED Light Replacement Project (23P04)

2. Adopt Resolution entitled: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE FOREST, CALIFORNIA, AMENDING THE 2023-2030 CAPITAL IMPROVEMENT PLAN; AMENDING APPROPRIATIONS FOR
FISCAL YEAR 2024-25

3. Award a contract in the amount of $1,250,200.76 to Horizons Construction Co. International, Inc. for the Musco LED Light Replacement Project

4. Authorize the Mayor to sign, and the City Clerk to attest the contract with Horizons Construction Co. International, Inc.

EXECUTIVE SUMMARY:

As part of the 2021-2028 Capital Improvement Program (“CIP”), the City Council approved a project (23P04) to retrofit the existing sports field lights with new LED lamps and make associated repairs to the existing electrical infrastructure. This project will replace outdated sports field lighting with energy-efficient LED fixtures at Heroes Park, upgrade the lighting control system, and improve electrical infrastructure at the site. Staff recommends awarding a $1,250,200.76 construction contract to Horizons Construction Co. International, Inc. (“Horizons”) for the Musco LED Light Replacement Project. The proposed contract was procured through a cooperative purchasing agreement with Sourcewell, leveraging pre-negotiated unit pricing to achieve cost savings. Should the City Council approve the recommended actions, work is expected to begin in June 2025, with a 60-working-day completion timeline.

BACKGROUND:

As part of the 2021-2028 CIP budget, the City Council approved a project (23P04) to retrofit the existing sports field lights with new LED lamps and make associated repairs to the existing electrical infrastructure. Due to the age of Heroes Park and lack of relevant electrical system documentation, staff took additional time to prepare plans and specifications (Attachment 1) to include more details about site conditions and the required electrical system repairs.

DISCUSSION:

The project scope includes removal of the old lighting fixtures and cross arms, installing new LED fixtures on 19 existing light poles with new cross arms, and upgrading the lighting control system. The project also would replace three aging electrical panels and cabinets. The new lighting will consume substantially less electricity, improve operational reliability, reduce future repair costs, and provide staff with the ability to operate and adjust the individual lights. With the reduction in energy consumption, staff is exploring potential grant and rebate funding opportunities.

Staff utilized a competitively bid, cooperative purchasing method of procurement for this project. Section 3.12.135 of the Lake Forest Municipal Code provides the City the option to purchase goods and services on a cooperative basis provided that the contract was a competitive solicitation and follows the approval limits established for the contract type.

The City of Lake Forest is a member of the Sourcewell cooperative purchasing agency, formerly known as the National Joint Powers Authority, which competitively bids construction tasks with pre-set unit prices and specifications for general construction services, including materials, equipment, and labor costs. This process allows the City to leverage pre-negotiated unit pricing for efficiency and cost savings. The City previously procured the Musco Sports Field Lighting for the Lake Forest Sports Park utilizing cooperative purchasing in 2014.

Sourcewell has partnered with Gordian to administer its Indefinite Quantity Construction (“ezIQC”) program in California. Gordian follows the Public Contract Code and acts in the capacity of a contract facilitator for Sourcewell by interfacing directly with public agencies seeking to access Sourcewell contracts.

Staff provided Gordian with the lighting and electrical improvement plans to review, and Gordian indicated that Horizons could provide the City with a bid per the ezIQC Contract Solicitation. Staff conducted a job walk with representatives from Gordian and Horizons at the park to review the scope of work.

Gordian oversaw the preparation of the bid with the contractor by ensuring that the work items for the project matched the bid items in the construction task catalog. Utilizing this process, Horizons provided the City with a bid price of $1,250,200.76. Gordian evaluated Horizons’ proposal before submitting it to the City and confirmed Horizons’ past projects and successful completion of similar projects. The cooperative bid process meets the requirements set forth by the City Council and has been approved by the City Attorney for this project.

The Heroes Park project requires specific lighting materials that are commonly used by cities for sports fields. The lighting materials are determined to be a significant cost to the project and can be purchased using the cooperative purchasing process.

Staff evaluated the bid for completeness and determined that Horizons provided the City with a balanced and competitive bid. Horizons also has extensive experience with sports field lighting installation projects. Staff recommends the City Council adopt a budget resolution and award a contract to Horizons.

The attached proposed budget resolution (Attachment 2) would increase funding for the 2023-2030 Capital Improvement Plan by $650,200.76 and appropriate the funds for the project. The Finance Department prepared the Agreement (Attachment 3) and the City Attorney approved it as to form. The proposal for Gordian includes the breakdown of costs for the project (Attachment 4). Upon approval of the agreement, staff anticipates that the work would begin in June 2025. The agreement specifies sixty working days for completion.

FISCAL IMPACT:

Approval of the recommended actions would award a contract valued at $1,250,200.76 to Horizons and would allocate $650,200.76 from the General Fund to the CIP project account.

ATTACHMENTS:

1. Project Plan and Specifications – Musco LED Light Replacement Project

2. Proposed Budget Resolution

3. Agreement with Horizons Construction Co. International, Inc. for the Musco LED Light Replacement Project

4. Gordian Reviewed Cost Proposal
Initiated By: Jonathan Poole, Senior Management Analyst Submitted By: Thomas Wheeler, P.E., Director of Public Works/City Engineer Approved By: Debra Rose, City Manager

Attachment 1

PROJECT SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 NOTES: All poles are existing. Light levels are subject to pole location conformation.

Some poles may be in glare zones for the soccer or baseball fields.

Heros Park LED RetroĮt
Lake Forest, CA
LighƟng System
Pole / Fixture Summary
Pole ID Pole Height Mtg Height Fixture Qty Luminaire Type Load Circuit A1-A2 70' 70' 3 TLC-LED-900 2.67 kW A
16' 1 TLC-BT-575 0.58 kW A
A3-A4 70' 70' 1 TLC-LED-600 0.58 kW G
70' 1 TLC-LED-900 0.89 kW G
16' 1 TLC-BT-575 0.58 kW G
A5-A6 70' 70' 1 TLC-LED-600 0.58 kW K
70' 1 TLC-LED-900 0.89 kW K
16' 1 TLC-BT-575 0.58 kW K
A7 70' 70' 3 TLC-LED-900 2.67 kW F
16' 1 TLC-BT-575 0.58 kW F
A8 70' 70' 3 TLC-LED-900 2.67 kW M
16' 1 TLC-BT-575 0.58 kW M
B1-B2 70' 70' 3 TLC-LED-1200 3.51 kW A
70' 1 TLC-LED-900 0.89 kW A
16' 1 TLC-BT-575 0.58 kW A
B3 70' 70' 3 TLC-LED-1200 3.51 kW G
16' 1 TLC-BT-575 0.58 kW G
B4 70' 70' 3 TLC-LED-1200 3.51 kW K
16' 1 TLC-BT-575 0.58 kW K
C1 70' 70' 2 TLC-LED-1200 2.34 kW B
70' 2 TLC-LED-900 1.78 kW B
16' 1 TLC-BT-575 0.58 kW B
C2 70' 70' 3 TLC-LED-1200 3.51 kW C
70' 3 TLC-LED-900 2.67 kW M
16' 2 TLC-BT-575 1.15 kW C
16' 1 TLC-BT-575 0.58 kW M
D1 70' 70' 2 TLC-LED-900 1.78 kW G
16' 2 TLC-BT-575 1.15 kW G
D3 70' 70' 2 TLC-LED-900 1.78 kW K
16' 2 TLC-BT-575 1.15 kW K
E1 70' 70' 2 TLC-LED-1200 2.34 kW G
70' 1 TLC-LED-900 0.89 kW G
16' 1 TLC-BT-575 0.58 kW G
E2 70' 70' 3 TLC-LED-1200 3.51 kW L
16' 1 TLC-BT-575 0.58 kW L
E3 70' 70' 2 TLC-LED-900 1.78 kW M
16' 1 TLC-BT-575 0.58 kW M
19 79 67.99 kW
Circuit Summary
Circuit Description Load Fixture Qty
A A1-A2/B1-B2 16.44 kW 18
B C1 (Field 1) 4.7 kW 5
C C2 (Field 1) 4.66 kW 5
F A7 3.25 kW 4
G A3-A4/B3/E1/D1 (Field 2) 14.91 kW 18
K A5-A6/B4/D3 (Field 3) 11.11 kW 14
L E2 4.09 kW 4
M E3-E4/C2/D4 8.85 kW 11
Fixture Type Summary
Type Source Wattage Lumens L90 L80 L70 Quantity
TLC-LED-900 LED 5700K - 75 CRI 890W 89,600 >120,000 >120,000 >120,000 30 TLC-LED-600 LED 5700K - 75 CRI 580W 65,600 >120,000 >120,000 >120,000 4 TLC-LED-1200 LED 5700K - 75 CRI 1170W 136,000 >120,000 >120,000 >120,000 22 TLC-BT-575 LED 5700K - 75 CRI 575W 52,000 >120,000 >120,000 >120,000 23

PROJECT SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 Heros Park LED RetroĮt
Lake Forest, CA
Light Level Summary
Calculation Grid Summary
IlluminationGrid Name Calculation Metric Ave Min Max Max/Min Ave/Min Circuits Fixture Qty 150' Spill Horizontal 0 0 0.03 0.00

A,B,C,D,E,

F,G,H,I,J,

K,L,M,N,O
79 150' Spill Max Candela (by Fixture) 385 2.01 2218 1106.13 191.51

A,B,C,D,E,

F,G,H,I,J,

K,L,M,N,O
79 150' Spill Max Vertical Illuminance Metric 0.01 0 0.08 0.00

A,B,C,D,E,

F,G,H,I,J,

K,L,M,N,O
79 Field 1 (Infield) Horizontal Illuminance 30.3 26 36 1.38 1.16 C,A,B 28 Field 1 (Outfield) Horizontal Illuminance 21.1 13 27 2.08 1.63 C,A,B 28 Field 2 (Infield) Horizontal Illuminance 31.5 24 37 1.53 1.31 G 18 Field 2 (Outfield) Horizontal Illuminance 22.9 13 31 2.32 1.76 G 18 Field 3 (Infield) Horizontal Illuminance 33.3 26 42 1.64 1.28 K,L 18 Field 3 (Outfield) Horizontal Illuminance 23.7 14 32 2.19 1.69 K,L 18 Field 4 (Infield) Horizontal Illuminance 31.6 21 37 1.72 1.51 F,M 15 Field 4 (Outfield) Horizontal Illuminance 20.2 11 29 2.55 1.83 F,M 15

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 30 30
27 27
26 20
20 23
22 15
36 38
31 34
33 28
23 25
28 28
16 41
42 39
37 32
29 26
25 30
30 18
35 41
38 34
29 25
23 26
32 27
19 26
33 34
31 26
20 19
22 24
21 20
25 29
31 25
21 20
20 18
15 16
25 28
30 28
26 23
21 14
18 22
23 29
29 29
26 22
20 26
27 27
28 29
26 15
26 26
26 25
24 17
17 A5
A6
B4
E2
D3
41'
49'
29'
110'
176'
28'
45'
27'
115'
183'
SCALE IN FEET 1 : 40
0' 40' 80'

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
THIS
GRID
OTHER
GRIDS
2 A5-A6 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 1 B4 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 D3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 E2 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
5 TOTALS 18 18 0
Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

GRID SUMMARY
Name: Field 3
Size: 200'/200'/200' - basepath 60'
Spacing: 20.0' x 20.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
InĮeld Ouƞield
Scan Average: 33.27 23.69
Maximum: 42 32
Minimum: 26 14
Avg / Min: 1.30 1.64
Max / Min: 1.64 2.19
UG (adjacent pts): 1.35 1.80
CU: 0.62
No. of Points: 25 70

LUMINAIRE INFORMATION
Applied Circuits: K, L
No. of Luminaires: 18
Total Load: 15.19 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciaƟon factor .

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

NOTES: All poles are existing. Light levels are
subject to pole location conformation.

Some poles may be in glare zones for
the soccer or baseball fields.

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 30 30
29 28
27 21
19 19
19 13
31 36
30 32
34 31
24 22
23 24
13 35
35 32
35 31
28 22
21 25
24 15
33 37
36 32
27 23
21 22
26 22
13 28
34 34
29 24
22 22
24 23
18 19
26 28
28 25
24 25
24 19
13 13
23 27
29 27
27 27
25 17
17 23
23 28
30 28
28 23
13 21
28 27
28 30
30 28
20 16
28 28
27 27
25 18
19 15 A3
A4
E1
B3
D1
27'
113'
39'
43'
118'
184'
36'
43'
186'
17'
SCALE IN FEET 1 : 40
0' 40' 80'

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
THIS
GRID
OTHER
GRIDS
2 A3-A4 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 1 B3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 D1 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 E1 70' - 70'

15.5'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
1 2
1 1
0 0
0 5 TOTALS 18 18 0
Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

GRID SUMMARY
Name: Field 2
Size: 200'/200'/200' - basepath 60'
Spacing: 20.0' x 20.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
InĮeld Ouƞield
Scan Average: 31.49 22.91
Maximum: 37 31
Minimum: 24 13
Avg / Min: 1.30 1.74
Max / Min: 1.53 2.32
UG (adjacent pts): 1.29 1.79
CU: 0.63
No. of Points: 25 73

LUMINAIRE INFORMATION
Applied Circuits: G
No. of Luminaires: 18
Total Load: 14.91 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciaƟon factor .

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

NOTES: All poles are existing. Light levels are
subject to pole location conformation.

Some poles may be in glare zones for
the soccer or baseball fields.

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 A1
A2
B1
B2
29 32
27 30
29 21
17 21
18 14
32 33
27 35
30 25
25 20
24 19
13 27
29 29
33 29
25 26
24 26
23 15
35 36
32 30
29 27
26 26
25 24
15 31
28 29
29 26
23 23
25 23
20 22
22 24
25 23
21 22
26 26
19 18
21 21
22 23
24 25
25 22
19 17
18 20
25 25
23 19
13 18
20 22
18 23
23 21
13 13
19 25
25 18
17 13
17 15
C1
C2
53'
148'
71'
39'
150'
45'
282'
125'
40'
65'
115'
282'
SCALE IN FEET 1 : 60
0' 60' 120'

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
THIS
GRID
OTHER
GRIDS
2 A1-A2 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
1 3
1 3
0 0
2 B1-B2 70' - 70'

15.5'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
3 1
1 3
1 1
0 0
0 1 C1 70' - 70'

15.5'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
2 2
1 2
0 0
0 1 C2 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-1200
3*
2/1*
3 0
2 3
3 1
0 6 TOTALS 32 28 4
* This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

GRID SUMMARY
Name: Field 1
Size: 300'/300'/300' - basepath 90'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
InĮeld Ouƞield
Scan Average: 30.25 21.13
Maximum: 36 27
Minimum: 26 13
Avg / Min: 1.17 1.65
Max / Min: 1.38 2.08
UG (adjacent pts): 1.30 1.65
CU: 0.74
No. of Points: 25 73

LUMINAIRE INFORMATION
Applied Circuits: A, B, C
No. of Luminaires: 28
Total Load: 25.8 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciaƟon factor .

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

NOTES: All poles are existing. Light levels are
subject to pole location conformation.

Some poles may be in glare zones for
the soccer or baseball fields.

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 A7
A8
30 36 36 35 35 27 20 14 11
32 35 31 31 35 26 17 18 17 13
34 32 34 34 28 25 15 17 21 14
33 30 31 29 24 21 19 18 19 14
33 37 30 24 21 20 20 22 23
27 29 29 24 22 24 26 24 20
21 23 22 22 22 23 22 22
17 21 22 20 19 19 16
18 24 23 18 15 12
22 18 13
165'
101'
203'
32'
39'
40'
31'
C2
SCALE IN FEET 1 : 30
0' 30' 60'

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
THIS
GRID
OTHER
GRIDS
2 A7-A8 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
1 3
1 3
0 0
1 C2 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-1200
3*
2/1*
3 3
1 0
0 2
3 1 E3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
1 2
1 2
0 0
4 TOTALS 20 15 5
* This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

GRID SUMMARY
Name: Field 4
Size: 180'/180'/180' - basepath 60'
Spacing: 20.0' x 20.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
InĮeld Ouƞield
Scan Average: 31.63 20.16
Maximum: 37 29
Minimum: 21 11
Avg / Min: 1.47 1.77
Max / Min: 1.72 2.55
UG (adjacent pts): 1.27 1.59
CU: 0.62
No. of Points: 25 56

LUMINAIRE INFORMATION
Applied Circuits: F, M
No. of Luminaires: 15
Total Load: 12.09 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciaƟon factor .

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

NOTES: All poles are existing. Light levels are
subject to pole location conformation.

Some poles may be in glare zones for
the soccer or baseball fields.

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 A5
A6
B4
E2
D3

0.00 0.00 0.00 0.01 0.01 0.02 0.03 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.01 0.01

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.01

0.02 0.03

0.03 0.01

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.01 0.010.000.000.000.000.000.010.020.010.01

0.00 0.00

0.00 0.00

0.00 0.00

0.01 0.02

0.03 0.03

0.02 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00
A3
A4
E1
B3
D1
A1
A2
B1
B2
C1
C2
A7
E3
A8
SCALE IN FEET 1 : 150
0' 150' 300'

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
THIS
GRID
OTHER
GRIDS
4 A1-A2
A7-A8
70' 0' 70'

15.52'
TLC-LED-900
TLC-BT-575
3 1
3 1
0 0
2 A3-A4 70' 0' 70'

15.52'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 2 A5-A6 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 2 B1-B2 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
3 1
1 3
1 1
0 0
0 1 B3 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 B4 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 C1 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
2 2
1 2
0 0
0 1 C2 70' 0' 70'

15.52'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-1200
3*
2/1*
3 3
3 3
0 0
0 1 D1 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 D3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 E1 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
1 2
1 1
0 0
0 1 E2 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 E3 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-900
1 2
1 2
0 0
19 TOTALS 79 79 0
* This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

GRID SUMMARY
Name: 150' Spill
Spacing: 30.0'
Height: 6.0' above grade

ILLUMINATION SUMMARY

HORIZONTAL FOOTCANDLES
EnƟre Grid
Scan Average: 0.0038
Maximum: 0.03
Minimum: 0.00
No. of Points: 107

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J, K, L, M, N, O No. of Luminaires: 79
Total Load: 67.98 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

NOTES: All poles are existing. Light levels are
subject to pole location conformation.

Some poles may be in glare zones for
the soccer or baseball fields.

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 A5
A6
B4
E2
D3

0.00 0.01 0.01 0.02 0.04 0.05 0.07 0.07 0.02 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.01

0.03 0.02

0.01 0.01

0.00 0.00

0.00 0.00

0.01 0.03

0.06 0.08

0.06 0.02

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.000.000.000.000.000.010.010.000.000.000.000.000.000.000.01

0.02 0.020.010.000.000.000.000.010.040.040.02

0.01 0.00

0.00 0.00

0.00 0.01

0.03 0.05

0.07 0.08

0.04 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00
A3
A4
E1
B3
D1
A1
A2
B1
B2
C1
C2
A7
E3
A8
SCALE IN FEET 1 : 150
0' 150' 300'

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
THIS
GRID
OTHER
GRIDS
4 A1-A2
A7-A8
70' 0' 70'

15.52'
TLC-LED-900
TLC-BT-575
3 1
3 1
0 0
2 A3-A4 70' 0' 70'

15.52'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 2 A5-A6 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 2 B1-B2 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
3 1
1 3
1 1
0 0
0 1 B3 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 B4 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 C1 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
2 2
1 2
0 0
0 1 C2 70' 0' 70'

15.52'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-1200
3*
2/1*
3 3
3 3
0 0
0 1 D1 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 D3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 E1 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
1 2
1 1
0 0
0 1 E2 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 E3 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-900
1 2
1 2
0 0
19 TOTALS 79 79 0
* This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

GRID SUMMARY
Name: 150' Spill
Spacing: 30.0'
Height: 6.0' above grade

ILLUMINATION SUMMARY

MAX VERTICAL FOOTCANDLES
EnƟre Grid
Scan Average: 0.0107
Maximum: 0.08
Minimum: 0.00
No. of Points: 107

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J, K, L, M, N, O No. of Luminaires: 79
Total Load: 67.98 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

NOTES: All poles are existing. Light levels are
subject to pole location conformation.

Some poles may be in glare zones for
the soccer or baseball fields.

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 A5
A6
B4
E2
D3
181 450 810 1164 1547 1780 1815 1352 436 616 593 539 496 426 467 226 76 24 34 37
28 64
151
295
296
160
104
36 22
220
862 790
576
357
202
60 18
37 423
1103
1988
2218
1568
393
5 2
11 22
4 14
9 4461217254309230134371119249376
589
53629422104931710891107816
489
216
20 18
132
557
1200
1800
2075
1899
936
17 21
22 29
32 63
68 44
4 5
4 5
16 24
25 18
8 5
66 A3
A4
E1
B3
D1
A1
A2
B1
B2
C1
C2
A7
E3
A8
SCALE IN FEET 1 : 150
0' 150' 300'

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
THIS
GRID
OTHER
GRIDS
4 A1-A2
A7-A8
70' 0' 70'

15.52'
TLC-LED-900
TLC-BT-575
3 1
3 1
0 0
2 A3-A4 70' 0' 70'

15.52'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 2 A5-A6 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 1
1 1
0 0
0 2 B1-B2 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
3 1
1 3
1 1
0 0
0 1 B3 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 B4 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 C1 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
2 2
1 2
0 0
0 1 C2 70' 0' 70'

15.52'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-1200
3*
2/1*
3 3
3 3
0 0
0 1 D1 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 D3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
2 2
2 2
0 0
1 E1 70' 0' 70'

15.52'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
1 2
1 1
0 0
0 1 E2 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 3
0 0
1 E3 70' 0' 15.52'
70'
TLC-BT-575
TLC-LED-900
1 2
1 2
0 0
19 TOTALS 79 79 0
* This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

GRID SUMMARY
Name: 150' Spill
Spacing: 30.0'
Height: 6.0' above grade

ILLUMINATION SUMMARY

CANDELA (PER FIXTURE)
EnƟre Grid
Scan Average: 384.9333
Maximum: 2218.20
Minimum: 2.01
No. of Points: 107

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J, K, L, M, N, O No. of Luminaires: 79
Total Load: 67.98 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

NOTES: All poles are existing. Light levels are
subject to pole location conformation.

Some poles may be in glare zones for
the soccer or baseball fields.

EQUIPMENT LAYOUT
Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: H.Sabers · File #142362D · 22-Feb-21 Field 3
200'/200'/200' - basepath 60'
A5
A6
B4
E2
D3 Field 2
200'/200'/200' - basepath 60'
A3
A4
E1
B3
D1
Field 1
300'/300'/300' - basepath 90'
A1
A2
B1
B2
C1
C2
Field 4
180'/180'/180' - basepath 60'
A7
E3
A8
SCALE IN FEET 1 : 120
0' 120' 240'
Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Heros Park LED RetroĮt
Lake Forest, CA

EQUIPMENT LAYOUT
INCLUDES:
· Field 1
· Field 2
· Field 3
· Field 4
Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

EQUIPMENT LIST FOR AREAS SHOWN
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

MOUNTING
HEIGHT

LUMINAIRE
TYPE
QTY /
POLE
4 A1-A2
A7-A8
70' - 70'

15.5'
TLC-LED-900
TLC-BT-575
3 1
4 A3-A6 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-600
1 1
1 2 B1-B2 70' - 70'

15.5'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
3 1
1 2 B3-B4 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 C1 70' - 70'

15.5'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
2 1 C2 70' - 70'

15.5'
70'
TLC-LED-900
TLC-BT-575
TLC-LED-1200
3*
2/1*
3 2 D1, D3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
2 2
1 E1 70' - 70'

15.5'
70'
TLC-LED-1200
TLC-BT-575
TLC-LED-900
2 1
1 1 E2 70' - 15.5'
70'
TLC-BT-575
TLC-LED-1200
1 3
1 E3 70' - 15.5'
70'
TLC-BT-575
TLC-LED-900
1 2
19 TOTALS 79
* This structure uƟlizes a back-to-back mounƟng conĮguraƟon

SINGLE LUMINAIRE AMPERAGE DRAW CHART
Ballast SpeciĮcaƟons
(.90 min power factor)
Line Amperage Per Luminaire
(max draw)
Single Phase Voltage 208
(60)
220
(60)
240
(60)
277
(60)
347
(60)
380
(60)
480
(60)
TLC-LED-900 5.3 5.0 4.6 4.0 3.2 2.9 2.3
TLC-LED-600 3.4 3.2 3.0 2.6 2.0 1.9 1.5
TLC-LED-1200 7.0 6.6 6.1 5.2 4.2 4.0 3.0
TLC-BT-575 3.4 3.2 2.9 2.5 2.0 1.8 1.5
NOTES: All poles are existing. Light levels are subject to pole location conformation.

Some poles may be in glare zones for the soccer or baseball fields.

This information is provided by Musco exclusively for this project. Reproduction or distribution of the enclosed documents or information without the written permission of Musco Sports Lighting, LLC is prohibited.

M-2719-en04-1

RETROFIT LIGHTING SPECIFICATION

PREPARED FOR

Heroes Park LED Retrofit

Ball Field Lighting Project
Lake Forest, CA
January 16, 2023

Project # 142362

SUBMITTED BY:

Musco Sports Lighting, LLC

2107 Stewart Road
PO Box 260
Muscatine, Iowa 52761
Local Phone: 563/263-2281
Toll Free: 800/756-1205
Fax: 800/374-6402

Page 2 of 7 ends

SECTION 26 56 68 – EXTERIOR ATHLETIC LIGHTING

Retrofit Lighting System with LED Upgrade

PART 1 – GENERAL

1.1 SUMMARY
A. Work covered by this section of the specifications shall conform to the contract documents, engineering plans as well as state and local codes.

B. The purpose of these specifications is to define the lighting system performance and design standards for Heroes Park using an LED Lighting source. The manufacturer / contractor shall supply lighting equipment to meet or exceed the standards set forth in these specifications.

C. The sports lighting will be for the following venues:

1. Ball Field 1

2. Ball Field 2

3. Ball Field 3

4. Ball Field 4

D. The primary goals of this sports lighting project are:

1. Energy Efficient Lighting Design – Upgrade by replacing existing HID luminaires with the same number of LED luminaires (or fewer), maintaining existing minimum required light levels and achieving the greatest possible amount of energy savings.

a. Guaranteed Light Levels: Selection of appropriate light levels impact the safety of the players and the enjoyment of spectators. Therefore light levels are guaranteed to not drop below specified target values for a period of 25 years. b. Environmental Light Control: It is the primary goal of this project to minimize spill light to adjoining properties and glare to the players, spectators and neighbors. c. Cost of Ownership: In order to reduce the operating budget, the preferred lighting system shall be energy efficient and cost effective to operate. All maintenance costs shall be eliminated for the duration of the warranty.

2. Control and Monitoring – To allow for optimized use of labor resources and avoid unneeded operation of the facility, customer requires a remote on/off control system for the lighting system.

Fields should be proactively monitored to detect luminaire outages over a 25- year life cycle. All communication and monitoring costs for 25-year period shall be included in the bid. a. Control and monitoring system shall provide contactor control of all existing circuits. Key switches shall be provided to provide field-level control of existing circuit groups.

1.2 ONFIELD LIGHTING PERFORMANCE
A. Illumination Levels and Design Factors: Playing surfaces shall be lit to an average target illumination level and uniformity as specified in the chart below. Lighting manufacturers will provide a guarantee that light levels will be sustained over the life of the warranty period. Lighting calculations shall be developed and field measurements taken on the grid spacing with the minimum number of grid points specified below.

Manufacturers will provide lumen maintenance data of the LED luminaires used per TM-21-11 and will Incorporate the lumen maintenance projections into the lighting designs to ensure target light levels are achieved throughout the guaranteed period of the system. Per IES guidelines, lumen maintenance hours should be reported based on the 6x multiplier of testing hours.

Page 3 of 7 ends

Area of Lighting Average Target Illumination
Levels
Maximum to Minimum
Uniformity Ratio Grid Points Grid Spacing
Field 1 30 footcandles infield,
20 footcandles outfield
2:1 infield,

2.5:1 outfield
25 infield,
73 outfield 30’x30’
Field 2 30 footcandles infield,
20 footcandles outfield
2:1 infield,

2.5:1 outfield
25 infield,
73 outfield 20’x20’
Field 3 30 footcandles infield,
20 footcandles outfield
2:1 infield,

2.5:1 outfield
25 infield,
70 outfield 20’x20’
Field 4 30 footcandles infield,
20 footcandles outfield
2:1 infield,

2.5:1 outfield
25 infield,
56 outfield 20’x20’

B. Color Temperature: The lighting system shall have a minimum color temperature of 5700K and a CRI of 75.

C. Playability: Lighting design and luminaire selection should be optimized for playability by reducing glare onfield and providing sufficient uplight.

1. Aiming Angles: To reduce glare, luminaire aiming should ensure the top of the luminaire field angle (based on sample photometric reports) is a minimum of 10 degrees below horizontal.

2. Glare control technology – Luminaires selected should have glare control technology including, but not limited to: external visors, internal shields and louvres. No symmetrical beam patterns are acceptable.

1.3 ENVIRONMENTAL LIGHT CONTROL
A. Light Control Luminaires: All luminaires shall utilize spill light and glare control devices including, but not limited to, internal shields, louvers and external shields. No symmetrical beam patterns are accepted.

B. Spill Light and Glare Control: The lighting equipment manufacturer shall assess both spill and glare at all areas of concern on adjacent properties. To minimize impact, values must not exceed the following levels taken at 3 feet above grade. Field measurements of spill light shall be taken at the areas of concern.

Average Maximum
150’ Specified Spill Line Horizontal Footcandles 0 fc .50 fc 150’ Specified Spill Line Max Vertical Footcandles .15 fc .75 fc 150’ Specified Spill Line Max Candela (taken at 5 ft above grade) 450 cd 3000 cd E. Spill Scans: Spill scans must be submitted indicating the amount of horizontal and vertical footcandles along the specified lines. Light levels shall be taken at 30-foot intervals along the boundary line.

Readings shall be taken with the meter orientation at both horizontal and aimed towards the most intense bank of lights. Illumination level shall be measured in accordance with the IESNA LM- 5-04 after 1 hour warm up.

F. Sample Photometry: The first page of a photometric report for all luminaire types proposed showing horizontal and vertical axial candle power shall be provided to demonstrate the capability of achiev ing the specified performance. Reports shall be certified by a qualified testing laboratory with a minimum of five years experience or by a manufacturer’s laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products . A summary of the horizontal and vertical aiming angles for each luminaire shall be included with the photometric report.

G. Field Verification – Lighting manufacturer shall supply field verification of environmental light control using a meter calibrated within the last 12 months:

1. Spill verification: The light sensing surface of the light meter should be held 36 inches above the playing surface with the sensing surface horizontal (for horizontal readings) or vertically pointed at

Page 4 of 7 ends

the brightest light bank (for max vertical readings)

1.4 Cost of Ownership
A. Manufacturer shall submit a 25 year Cost of Ownership summary that includes energy consumption, anticipated maintenance costs, and control costs. All costs associated with faulty luminaire replacement - equipment rentals, removal and installation labor, and shipping - are to be included in the maintenance costs.

PART 2 – PRODUCT

2.2 SPORTS LIGHTING SYSTEM CONSTRUCTION
A. Manufacturing Requirements: All components shall be designed and manufactured as a system. All luminaires, wire harnesses, drivers and other enclosures shall be factory assembled, aimed, wired and tested.

B. Durability: All exposed components shall be constructed of corrosion resistant material and/or coated to help prevent corrosion. All exposed carbon steel shall be hot dip galvanized per ASTM A123. All exposed aluminum shall be powder coated with high performance polyester or anodized.

All exterior reflective inserts shall be anodized, coated, and protected from direct environmental exposure to prevent reflective degradation or corrosion. All exposed hardware and fasteners shall be stainless steel, passivated and coated with aluminum-based thermosetting epoxy resin for protection against corrosion and stress corrosion cracking. Structural fasteners may be carbon steel and galvanized meeting ASTM A153 and ISO/EN 1461 (for hot dipped galvanizing), or ASTM B695 (for mechanical galvanizing). All wiring shall be enclosed within the cross-arms, pole, or electrical components enclosure.

C. System Description: Lighting system is intended to mount to existing structures and shall reuse existing foundations, poles, underground supply wiring, and control system. The system shall consist of the following:

1. Poletop luminaire assembly: Galvanized steel poletop luminaire assemblies to replace existing poletop by slip fit over the pole sections, bolting to top flange, or clamping to pole. Lighting manufacturer must supply new crossarms, or supply calculations that show c rossarms are strong enough to support new loads without deflection. OR lighting manufacturer must supply new galvanized steel bolt-on crossarm assemblies, or supply calculations that show crossarms are strong enough to support new loads without deflection.

2. All luminaires, visors, and poletop luminaire assemblies shall withstand 150 mi/h winds and maintain luminaire aiming alignment.

3. Manufacturer will supply all drivers and supporting electrical equipment a. Remote drivers and supporting electrical equipment shall be mounted approximately 10 feet above grade in aluminum enclosures. The enclosures shall be touch-safe and include drivers and fusing with indicator lights on fuses to notify when a fuse is to be re placed for each luminaire. Disconnect per circuit for each pole structure will be located in the enclosure. Integral drivers are not allowed.
b. Alternate: Integral drivers mounted at the top of the pole are allowed if lighting manufacturer is responsible for all costs and work associated with removal of faulty luminaires, and will require a pole mounted enclosure approximately 10 feet above grade.

The enclosure shall include a disconnect per circuit, individual luminaire fusing, and surge protection.
c. Manufacturer shall provide surge protection at the pole equal to or greater than 40 kA for each line to ground (Common Mode) as recommended by IEEE C62.41.2_2002.

5. Wire harness complete with an abrasion protection sleeve, strain relief and plug- in connections for fast, trouble-free installation.

Page 5 of 7 ends

6. Control cabinet to provide remote on-off control, monitoring, and entertainment features of the lighting system. See Section 2.3 for further details.

8. Manufacturer shall provide lightning grounding as defined by NFPA 780 and be UL Listed per UL 96 and UL 96A.
a. If grounding is not integrated into the structure, the manufacturer or installer shall supply grounding electrodes, down conductors, and exothermic weld kits. Electrodes and conductors shall be sized as required by NFPA 780.

9. Enhanced corrosion protection package: Due to the potentially corrosive environment for this project, manufacturers must provide documentation that their products meet the following enhanced requirements in addition to the standard durability protection specified above:
a) Exposed carbon steel horizontal surfaces on the crossarm assembly shall be galvanized to no less than a five (5) mil average thickness. b) Exposed die cast aluminum components shall be Type II anodized per MIL-STD- 8625 and coated with high performance polyester.
c) Exposed extruded aluminum components shall be Type II anodized per MIL-STD- 8625 and coated with high performance polyester.

D. Safety: All system components shall be UL listed for the appropriate application.

2.2 ELECTRICAL
A. Electric Power Requirements for the Sports Lighting Equipment:

1. Electric power: 480 Volt, 3 Phase

2. Maximum total voltage drop: Voltage drop to the disconnect switch located on the poles shall not exceed three (3) percent of the rated voltage.

B. Energy Consumption: The kW consumption for the field lighting system shall be 67.99.

2.3 CONTROL
A. Instant On/Off Capabilities: System shall provide for instant on/off of luminaires.

B. Lighting contactor cabinet(s) constructed of NEMA Type 4 aluminum, designed for easy installation with contactors, labeled to match field diagrams and electrical design. Manual off-on-auto selector switches shall be provided.

C. Contactor control of lights: To minimize wear on drivers and other electrical components and prevent lights from turning on due to communication loss, circuits must be controlled via contactor switching, not dimming driver output to zero.

D. Dimming: System shall provide for 3-stage dimming (high-medium-low). Dimming will be set via scheduling options (Website, app, phone, fax, email).

E. Remote Lighting Control System: System shall allow owner and users with a security code to schedule on/off system operation via a web site, phone, fax or email up to ten years in advance.

Manufacturer shall provide and maintain a two-way TCP/IP communication link. Trained staff shall be available 24/7 to provide scheduling support and assist with reporting needs.

The owner may assign various security levels to schedulers by function and/or fields. This function must be flexible to allow a range of privileges such as full scheduling capabilities for all fields to only having permission to execute “early off” commands by phone. Scheduling tool shall be capable of setting curfew limits.

Controller shall accept and store 7-day schedules, be protected against memory loss during power outages, and shall reboot once power is regained and execute any commands that would have occurred during outage.

F. Remote Monitoring System: System shall monitor lighting performance and notify manufacturer if

Page 6 of 7 ends

individual luminaire outage is detected so that appropriate maintenance can be scheduled. The controller shall determine switch position (manual or auto) and contactor status (open or closed).

G. Management Tools: Manufacturer shall provide a web-based database and dashboard tool of actual field usage and provide reports by facility and user group. Dashboard shall also show current status of luminaire outages, control operation and service. Mobile application will be provided suitable for IOS, Android and Blackberry devices.

Hours of Usage: Manufacturer shall provide a means of tracking actual hours of usage for the field lighting system that is readily accessible to the owner.

1. Cumulative hours: shall be tracked to show the total hours used by the facility

2. Report hours saved by using early off and push buttons by users.

H. Communication Costs: Manufacturer shall include communication costs for operating the control and monitoring system for a period of 25 years.

I. Communication with luminaire drivers: Control system shall interface with drivers in electrical components enclosures by means of powerline communication.

2.4 STRUCTURAL PARAMETERS
A. Wind Loads: Wind loads shall be based on the 2019 California Building Code. Wind loads to be calculated using ASCE 7-10, a design wind speed of 95, exposure category C and wind importance factor of 1.0.

B. Pole Structural Analysis: The stress analysis and safety factor of the poles shall conform to 2009 AASHTO Standard Specification for Structural Supports for Highway Signs, Luminaires, and Traffic Signals (LTS-5).

C. Foundation Drawings: Project specific foundation drawings stamped by a registered engineer in the state where the project is located are required. The foundation drawings must list the moment, shear (horizontal) force, and axial (vertical) force at ground level for each pole. These drawings must be submitted at time of bid to allow for accurate pricing.

PART 3 – EXECUTION

3.1 DELIVERY TIMING
B. Delivery Timing Equipment On-Site: The equipment must be on-site 10-12 weeks from receipt of approved submittals and receipt of complete order information.

3.2 FIELD QUALITY CONTROL
A. Illumination Measurements: Upon substantial completion of the project and in the presence of the Contractor, Project Engineer, Owner's Representative, and Manufacturer's Representative, illumination measurements shall be taken and verified. The illumination measurements shall be conducted in accordance with IESNA LM-5-04.

B. Field Light Level and offsite Glare Accountability

1. Light levels are guaranteed not to fall below the target maintained light levels for the entire warranty period of 25 years. These levels will be specifically stated as “guaranteed” on the illumination summary provided by the manufacturer.

2. The contractor/manufacturer shall be responsible for conducting initial light level and glare (candela) testing and an additional inspection of the system, in the presence of the owner, one year from the date of commissioning of the lighting.

3. The contractor/manufacturer will be held responsible for any and all changes needed to bring these fields back to compliance for light levels and uniformities. Contractor/Manufacturer will be held responsible for any damage to the fields during these repairs.

C. Correcting Non-Conformance: If, in the opinion of the Owner or his appointed Representative, the

Page 7 of 7 ends

actual performance levels including footcandles, uniformity ratios, uplight for aerial visibility, and offsite candela readings are not in conformance with the requirements of the performance specifications and submitted information, the Manufacturer shall be required to make adjustments to meet specifications and satisfy Owner.

3.4 WARRANTY AND GUARANTEE
A. 25-Year Warranty: Each manufacturer shall supply a signed warranty covering the entire system for 25 years from the date of shipment. Warranty shall guarantee specified light levels. Manufacturer shall maintain specifically-funded financial reserves to assure fulfillment of the warranty for the full term. Warranty does not cover weather conditions events such as lightning or hail damage, improper installation, vandalism or abuse, unauthorized repairs or alterations, or product made by other manufacturers.

B. Maintenance: Manufacturer shall monitor the performance of the lighting system, including on/off status, hours of usage and luminaire outage for 25 years from the date of equipment shipment. Parts and labor shall be covered such that individual luminaire outages will be repaired when the usage of any field is materially impacted. Manufacturer is responsible for removal and replacement of failed luminaires, including all parts, labor, shipping, and equipment rental associated with maintenance.

Owner agrees to check fuses in the event of a luminaire outage.

MUSCO LIGHTING, INC.

Light Structure Pole and Foundation Standard
This confidential report is provided exclusively for the use of engineering approval.

The technical information provided herein is the confidential property of Musco Lighting, Inc., and reproduction of this report or use of this information for anything other than its limited, intended purpose as to this project, without the written permission of Musco Lighting, Inc., is prohibited.

ITEM : Structural Calculations
Pole Foundation Standard

PROJECT : Heroes Park
LED Retrofit
Lake Forest, CA

PROJECT NO : 142362
363.631

DATE : 1/26/2023

ENGINEER :

JOSH RANDALL, SE No. 4506
9931 Muirlands Blvd
Irvine, CA 92618

MUSCO LIGHTING, INC.

Light Structure Pole and Foundation Standard
Calculation Index
CONTENTS:

Page Item
1-3 LSS70-A (w/ 3 Fixtures) -Wind Analysis
4-5 LSS70-A (w/ 3 Fixtures) -Seismic Analysis
6-8 LSS70-B (w/ 3 Fixtures) -Wind Analysis
9-10 LSS70-B (w/ 3 Fixtures) -Seismic Analysis
11-15 Precast Base by Rinker
16-18 LSS70-C (w/ 6 Fixtures) -Wind Analysis
19-20 LSS70-C (w/ 6 Fixtures) -Seismic Analysis
21-25 Precast Base by Rinker
26 Foundation Check
APPENDIX A ATC Hazards by Location Report
CODE REFERENCE:
2022 CBC
ACI 318-19
Building Code Requirements for Structural Concrete

AISC 360-16
Specifications for Structural Steel Buildings
NOTE: THIS IS AN ANALYSIS OF EXISTING MUSCO SPORTS LIGHTING POLES FOR THEIR PROPOSED NEW RETROFIT LIGHT CONFIGURATIONS. THE EXISTING POLES AND THEIR FOUNDATIONS ARE ANALYZED UNDER THE CURRENT BUILDING CODE.

ALL EXISTING FIXTURES AND BALLAST BOXES WILL BE REMOVED AND REPLACED WITH NEW FIXTURES AND BALLAST BOXES.
1/26/2023 LS70-A Wind
POLE DESIGNATION: LS70-A W/ 3 FIXTURES MAX. JOB NO: 363.631 MANUFACTURER: MUSCO PROJECT: Heroes Park
PROJECT NO: 142362 LOCATION: Lake Forest, CA

ASCE 7-16 POLE ID:

WIND CRITERIA 95 MPH,EXP C | P = SUPERIMPOSED WT + PO LE WT (A3-A6 Sim.) LOAD COMB 1.2 DEAD + 1.0 WIND v
^ |||a <-- <--FIXTURES, F/Af= qz*Gf*Cf = 32.96 PSF MA X (29.4-1) LED 1200 | |v| <-- <--where qz=.00256*Kz*Kzt*Kd*Ke(V) 2 = 27.25 PSF MAX (26.10-1) EPA/FIXTURE*, Af = 2.8 ft2 | ||| <-- <---
D.L./FIXTURE** = 56.0 lbs | |v| <-- ATTACHMENT NUMBER DIST. FROM PA Cf EPA Kz qz WIND,F WEIGHT,P D.L. ECE/FIXTURE*** = 20.0 lbs | ||| <-- TYPE TOP PO LE,FT SQ FT SQ FT PSF LBS LBS * EPA = EFFECTIVE PROJECTED AREA OF LIGHT FIXTURE | |v| <-- LED1200 3.0 0.5 1.0 2.81 1.178 27.21 277 168 INCLUDING CROSSARM, PER MUSCO ||| <-- 0.0 3.0 1.3 2.81 1.169 27.01 0 0 ** D.L.= DEAD LOAD OF FIXTURE, & l |v| <-- 0.0 5.5 1.3 2.81 1.160 26.80 0 0 CROSSARM, PER MUSCO ||| <-- 0.0 8.0 1.3 2.81 1.150 26.58 0 0 ***D.L.= DEAD LOAD OF ECE, | |v| <-- 0.0 10.5 1.3 2.81 1.141 26.36 0 0 PER MUSCO | ||| <-- 0.0 13.0 1.3 2.81 1.131 26.12 0 0 | |v| <-- 0.0 15.5 1.3 2.81 1.120 25.89 0 0
| ||| <-- 0.0 18.0 1.3 2.81 1.110 25.64 0 0
| |v| <-- 0.0 20.5 1.3 2.81 1.099 25.38 0 0
| ||| <-- LED575 1.0 56.1 2.05 1.3 2.67 0.855 19.75 64 65 | |v| <-- ECE 4.0 59.9 4.00 1.3 5.20 0.849 19.61 123 80 v | |b <-- TOTALS = 464 313
POLE, F/Af= qz*Gf*Cf = 39.55 PSF MAX (29.4-1)
where qz=.00256*Kz*Kzt*Kd*Ke(V) 2 = 27.25 PSF MAX (26.10-1)

LOADING DIAGRAM
INPUT
-> l = 71.55 ft. (ht. from adj. grade)
-> l = 71.55 ft. (ht. from grade)
->tA = 0.12 in. (pole thk. @ top)
->dA = 4.75 in. (pole diam. @ top)
->dB = 13.4 in. (pole diam. @ btm)
->tB = 0.179 in. (pole thk. @ btm)
->Fy = 38.0 ksi (fixt mount sect. = 5.25 ft)
->Fy = 55.0 ksi (other pole sect.)
-> E = 29,000 ksi
->Kzt= 1 (Figure 26.8-1)
->Kd = 1 (Table 26.6-1)
-> Kz = 1.179 MAX-EXP C @ 71.6 FT. (Table 26.10-1)
->Ke = 1.00 (Table 26.9-1)
-> Cf = 1.00 LIGHT FIXTURE (INCLUDED IN EPA)
-> Cf = 1.200 MAX (VARIES 0.5-1.2 FOR RND POLE) (Figure 29.4-1) POLE DAMPING, beta= 0.025 Per Musco test
OUTPUT
-> POLE NATURAL FREQUENCY = 0.500 Hz 1/(2PI*(DELTA/386)^0.5) where DELTA is due to self weight Section 26.11.5 Gust-Effect Factor -> Gf= 1.21 (Section 26.11.5) (Reference Vibration Problems in Engineering by Timoshenko, 4th ED. pg.34) constant epsilon,e = 0.2 Lz = 527.0 Pole Properties: constant l = 500 N1 = 2.793
Ia = 4.68 in4 taper = 0.140 in/ft Vz = 94.31 Rn = 0.073 Ib = 162 in4 db/da = 2.821 4.6n1h/Vz = 1.744
ra = 1.638 in rb = 4.675 in. 4.6n1B/Vz = 0.018 R = 1.082 Aa = 1.745 in2 Ab = 7.43 in2

15.4n1L/Vz = 0.062 gR = 4.021
Sa = 1.97 in3 Sb = 24.25 in3 c = 0.200
From Critical Buckling Loads of Tapered Columns, ASCE 2/62: Rh = 0.414 Iz = 0.191 n = Log (Ib/(Ia)/Log (dB/dA) = 3.42 RB = 0.988 Q = 0.920 P* = (Ib/Ia)/(Ib/Ia)^.333 = 10.6 RL = 0.960 G = 0.886
kl/req* (1/(P*)^.5)[kl/ra] = 338 (where k= 2.1) Gf = 1.210 AISC 360-16 Specification Table B4.1, Case 15
for Fy = 55.0 KSI 38 KSI
D/t < .45E/Fy = 237 343 (MAX) SHEAR,F= 0.934 KIPS MOMENT, M = 37.20 K-FT e= M/F = 39.83 FT AXIAL,P = 1.396 KIPS ASD Forces at groundline (for foundation design) D/t < .31E/Fy = 163 237 Noncompact SHEAR,F= 1.556 KIPS MOMENT, M = 62.00 K-FT e= M/F = 39.83 FT AXIAL,P = 1.675 KIPS Nominal Forces at groundline D/t < .07E/Fy = 37 53 Compact M < ΦMn = 115 K-FT Precast Base O.K.

D/t < .11E/Fy = 58 84 Slender element Section for Uniform Compression Pole Stress Check = 0.638 Max. < 1 Pole O.K.

Max. Deflection = 65.096 Inch <0.10H= 86 Inch AASHTO 10.4.2 A1, A2, A7, A8, B3, B4, E1, E2
Page
1 1/26/2023 LS70-A Wind
Distance Outside E3-4 E3-2 or E3-3 F8.1-F8.4 H1-1b H1-1a 2nd Order 1st Order C2.2a Total E7-19 from top Diameter Pole Cf Design comp Acting Design flex. Req'd flex. for for /1st Order Req'd shear Delta P-Delta 2nd Order ACTING DEFL of Pole of Pole,D thick,t D/t Kz qz Pole kl/r Fe strength, Pn unfactored, Pr strength, Mn strength, Mr Pr/Pc Pr/Pc <0.2 Pr/Pc ≥ 0.2 Moment CSR strength,, F Moment Moment Q MOM DUE M/I DUE TO DL FT IN IN PSF eqiv. KIPS KIPS K-FT K-FT FT-K O.K. KIPS IN FT-K FT-K TO DL IN

0 4.75 0.12 39.6 1.179 27.25 1.2 338 2.51 3.46 0.000 7.89 0.0 0. 000 0.000 N.A. 1.000 Y 0.000 65.1 0.0 0.0 1.40 0.00 0.000 39.1 1 4.75 0.12 39.6 1.176 27.17 1.2 338 2.51 3.46 0.174 7.89 0.1 0. 060 0.053 N.A. 1.222 Y 0.293 63.2 0.0 0.2 1.40 0.00 0.020 38.1 2 4.75 0.12 39.6 1.172 27.09 1.2 338 2.51 3.46 0.180 7.89 0.4 0. 062 0.096 N.A. 1.148 Y 0.308 61.4 0.1 0.5 1.40 0.18 0.058 37.0 3 4.75 0.12 39.6 1.169 27.01 1.2 338 2.51 3.46 0.186 7.89 0.8 0. 064 0.142 N.A. 1.132 Y 0.324 59.5 0.1 0.9 1.40 0.36 0.098 35.9 4 4.75 0.12 39.6 1.165 26.92 1.2 338 2.51 3.46 0.192 7.89 1.1 0. 066 0.189 N.A. 1.124 Y 0.339 57.7 0.1 1.2 1.40 0.55 0.139 34.9 5 4.75 0.12 39.6 1.162 26.84 1.2 338 2.51 3.46 0.198 7.89 1.4 0. 069 0.239 N.A. 1.119 Y 0.355 55.8 0.2 1.6 1.40 0.75 0.172 33.8 6 4.90 0.12 40.8 1.158 26.75 1.2 338 2.51 3.57 0.204 11.02 1.8 0 .069 0.217 N.A. 1.116 Y 0.370 54.0 0.2 2.0 1.16 0.95 0.195 32. 8 7 5.04 0.12 42.0 1.154 26.67 1.2 338 2.51 3.68 0.211 11.62 2.2 0 .069 0.244 N.A. 1.113 Y 0.386 52.2 0.2 2.4 1.14 1.15 0.215 31. 7 8 5.18 0.12 43.2 1.150 26.58 1.2 338 2.51 3.78 0.217 12.22 2.6 0 .069 0.269 N.A. 1.111 Y 0.403 50.4 0.3 2.9 1.13 1.37 0.232 30. 7 9 5.32 0.12 44.3 1.147 26.49 1.2 338 2.51 3.89 0.224 12.85 3.0 0 .069 0.292 N.A. 1.109 Y 0.420 48.7 0.3 3.3 1.12 1.59 0.246 29. 7 10 5.46 0.12 45.5 1.143 26.40 1.2 338 2.51 3.99 0.231 13.49 3.4 0.070 0.315 N.A. 1.107 Y 0.437 47.0 0.4 3.8 1.11 1.82 0.259 28 .7 11 5.60 0.12 46.7 1.139 26.31 1.2 338 2.51 4.10 0.238 14.14 3.9 0.070 0.337 N.A. 1.105 Y 0.454 45.3 0.4 4.3 1.10 2.05 0.269 27 .7 12 5.74 0.12 47.8 1.135 26.22 1.2 338 2.51 4.20 0.246 14.81 4.3 0.070 0.357 N.A. 1.103 Y 0.472 43.6 0.4 4.8 1.09 2.29 0.278 26 .8 13 5.88 0.12 49.0 1.131 26.12 0.7 338 2.51 4.31 0.253 15.50 4.8 0.071 0.377 N.A. 1.101 Y 0.483 42.0 0.5 5.3 1.08 2.54 0.286 25 .8 14 6.02 0.12 50.2 1.127 26.03 0.7 338 2.51 4.41 0.261 16.20 5.3 0.071 0.395 N.A. 1.100 Y 0.494 40.4 0.5 5.8 1.07 2.80 0.292 24 .9 15 6.16 0.12 51.3 1.122 25.93 0.7 338 2.51 4.52 0.269 16.91 5.8 0.072 0.412 N.A. 1.099 Y 0.505 38.8 0.6 6.4 1.06 3.07 0.298 24 .0 16 6.30 0.12 52.5 1.118 25.84 0.7 338 2.51 4.62 0.277 17.64 6.3 0.072 0.428 N.A. 1.097 Y 0.517 37.3 0.6 6.9 1.05 3.34 0.302 23 .1 17 6.44 0.12 53.7 1.114 25.74 0.7 338 2.51 4.72 0.285 18.39 6.8 0.073 0.443 N.A. 1.096 Y 0.528 35.8 0.7 7.5 1.04 3.62 0.306 22 .2 18 6.58 0.12 54.8 1.110 25.64 0.7 338 2.51 4.83 0.294 19.15 7.4 0.073 0.457 N.A. 1.095 Y 0.540 34.3 0.7 8.1 1.03 3.91 0.309 21 .3 19 6.72 0.12 56.0 1.105 25.54 0.7 338 2.51 4.93 0.303 19.93 7.9 0.074 0.471 N.A. 1.094 Y 0.552 32.9 0.7 8.6 1.02 4.21 0.312 20 .5 20 6.86 0.12 57.2 1.101 25.43 0.7 338 2.51 5.04 0.311 20.72 8.5 0.074 0.483 N.A. 1.093 Y 0.564 31.5 0.8 9.2 1.02 4.51 0.314 19 .7 21 7.00 0.12 58.3 1.096 25.33 0.7 338 2.51 5.14 0.320 21.53 9.0 0.075 0.496 N.A. 1.092 Y 0.576 30.1 0.8 9.9 1.01 4.83 0.315 18 .9 22 7.14 0.12 59.5 1.092 25.22 0.7 338 2.51 5.25 0.330 22.35 9.6 0.075 0.507 N.A. 1.091 Y 0.589 28.8 0.9 10.5 1.00 5.16 0.317 1 8.1 23 7.28 0.12 60.7 1.087 25.11 0.7 338 2.51 5.35 0.339 23.19 10. 2 0.076 0.518 N.A. 1.090 Y 0.602 27.5 0.9 11.1 1.00 5.49 0.318 17.3 24 7.42 0.12 61.8 1.082 25.00 0.7 338 2.51 5.46 0.349 24.04 10. 8 0.077 0.528 N.A. 1.089 Y 0.615 26.3 1.0 11.8 0.99 5.83 0.318 16.5 25 7.56 0.12 63.0 1.077 24.89 0.7 338 2.51 5.56 0.358 24.91 11. 4 0.077 0.538 N.A. 1.088 Y 0.628 25.1 1.0 12.4 0.98 6.19 0.319 15.8 26 7.70 0.12 64.2 1.073 24.78 0.7 338 2.51 5.67 0.368 25.79 12. 1 0.078 0.548 N.A. 1.087 Y 0.641 23.9 1.0 13.1 0.98 6.55 0.319 15.1 27 7.84 0.12 65.3 1.068 24.66 0.7 338 2.51 5.77 0.378 26.69 12. 7 0.079 0.557 N.A. 1.086 Y 0.655 22.7 1.1 13.8 0.97 6.92 0.319 14.4 28 7.98 0.12 66.5 1.062 24.55 0.7 338 2.51 5.88 0.388 27.60 13. 4 0.079 0.566 N.A. 1.085 Y 0.669 21.6 1.1 14.5 0.97 7.31 0.319 13.7 29 8.12 0.12 67.7 1.057 24.43 0.7 338 2.51 5.98 0.399 28.53 14. 1 0.080 0.574 N.A. 1.084 Y 0.682 20.5 1.2 15.2 0.96 7.70 0.319 13.1 30 8.26 0.12 68.8 1.052 24.30 0.7 338 2.51 6.09 0.410 29.48 14. 8 0.081 0.582 N.A. 1.083 Y 0.696 19.5 1.2 16.0 0.96 8.10 0.319 12.4 31 8.40 0.12 70.0 1.047 24.18 0.7 338 2.51 6.19 0.420 30.43 15. 5 0.081 0.590 N.A. 1.082 Y 0.711 18.5 1.3 16.7 0.95 8.52 0.318 11.8 32 8.54 0.12 71.2 1.041 24.05 0.7 338 2.51 6.29 0.431 31.41 16. 2 0.082 0.598 N.A. 1.081 Y 0.725 17.5 1.3 17.5 0.95 8.94 0.318 11.2 33 8.68 0.12 72.3 1.036 23.92 0.7 338 2.51 6.40 0.442 32.40 16. 9 0.083 0.605 N.A. 1.080 Y 0.740 16.5 1.3 18.3 0.94 9.38 0.317 10.7 34 8.82 0.12 73.5 1.030 23.79 0.7 338 2.51 6.50 0.454 33.40 17. 7 0.084 0.612 N.A. 1.079 Y 0.754 15.6 1.4 19.0 0.94 9.83 0.316 10.1 35 8.96 0.12 74.7 1.024 23.66 0.7 338 2.51 6.61 0.465 34.43 18. 4 0.084 0.619 N.A. 1.078 Y 0.769 14.8 1.4 19.8 0.94 10.29 0.31 6 9.6 36 9.10 0.12 75.8 1.018 23.52 0.7 338 2.51 6.71 0.477 35.46 19. 2 0.085 0.625 N.A. 1.077 Y 0.784 13.9 1.5 20.7 0.93 10.76 0.31 5 9.0 37 9.24 0.12 77.0 1.012 23.38 0.7 338 2.51 6.82 0.489 36.51 20. 0 0.086 0.632 N.A. 1.076 Y 0.799 13.1 1.5 21.5 0.93 11.24 0.31 4 8.5 38 9.38 0.12 78.2 1.006 23.23 0.7 338 2.51 6.92 0.506 37.58 20. 8 0.088 0.638 N.A. 1.074 Y 0.814 12.3 1.5 22.3 0.92 11.74 0.27 5 8.0 39 9.20 0.179 51.4 0.999 23.09 0.7 338 2.51 10.06 0.524 56.29 2 1.6 0.062 0.443 N.A. 1.073 Y 0.830 11.6 1.6 23.2 1.06 12.25 0. 237 7.6 40 9.34 0.179 52.2 0.993 22.94 0.7 338 2.51 10.22 0.542 57.91 2 2.4 0.064 0.447 N.A. 1.072 Y 0.845 10.9 1.6 24.1 1.05 12.78 0. 236 7.1 41 9.48 0.179 53.0 0.986 22.78 0.7 338 2.51 10.37 0.560 59.56 2 3.3 0.065 0.452 N.A. 1.071 Y 0.860 10.2 1.7 25.0 1.04 13.34 0. 235 6.7 42 9.62 0.179 53.8 0.979 22.62 0.7 338 2.51 10.53 0.578 61.22 2 4.2 0.066 0.455 N.A. 1.070 Y 0.875 9.5 1.7 25.9 1.04 13.90 0.2 34 6.3 43 9.76 0.179 54.5 0.972 22.46 0.7 338 2.51 10.69 0.597 62.92 2 5.0 0.067 0.459 N.A. 1.070 Y 0.890 8.9 1.7 26.8 1.03 14.49 0.2 34 5.9 44 9.90 0.179 55.3 0.965 22.29 0.7 338 2.51 10.84 0.615 64.63 2 5.9 0.068 0.463 N.A. 1.069 Y 0.906 8.3 1.8 27.7 1.03 15.10 0.2 33 5.5 45 10.04 0.179 56.1 0.957 22.12 0.7 338 2.51 11.00 0.635 66.37 26.9 0.069 0.467 N.A. 1.068 Y 0.921 7.7 1.8 28.7 1.02 15.72 0. 233 5.1 46 10.18 0.179 56.9 0.950 21.94 0.7 338 2.51 11.16 0.654 68.12 27.8 0.070 0.470 N.A. 1.067 Y 0.937 7.1 1.9 29.6 1.02 16.37 0. 232 4.7 47 10.32 0.179 57.7 0.942 21.76 0.7 338 2.51 11.31 0.674 69.91 28.7 0.071 0.474 N.A. 1.066 Y 0.953 6.5 1.9 30.6 1.01 17.03 0. 232 4.4 48 10.46 0.179 58.4 0.933 21.57 0.7 338 2.51 11.47 0.694 71.71 29.7 0.073 0.477 N.A. 1.065 Y 0.969 6.0 1.9 31.6 1.01 17.71 0. 231 4.0 49 10.60 0.179 59.2 0.925 21.37 0.7 338 2.51 11.62 0.714 73.54 30.7 0.074 0.481 N.A. 1.064 Y 0.984 5.5 2.0 32.6 1.00 18.42 0. 231 3.7 50 10.74 0.179 60.0 0.916 21.17 0.7 338 2.51 11.78 0.734 75.39 31.7 0.075 0.484 N.A. 1.063 Y 1.000 5.0 2.0 33.7 1.00 19.14 0. 231 3.4 Page
2 1/26/2023 LS70-A Wind51 10.88 0.179 60.8 0.907 20.96 0.7 338 2.51 11.94 0.755 77.26 32.7 0.076 0.487 N.A. 1.062 Y 1.016 4.6 2.0 34.7 1.00 19.89 0. 231 3.1 52 11.02 0.179 61.6 0.898 20.74 0.7 338 2.51 12.09 0.776 79.16 33.7 0.077 0.490 N.A. 1.061 Y 1.032 4.1 2.1 35.8 0.99 20.65 0. 230 2.8 53 11.16 0.179 62.4 0.888 20.51 0.7 338 2.51 12.25 0.797 81.07 34.7 0.078 0.493 N.A. 1.060 Y 1.048 3.7 2.1 36.8 0.99 21.44 0. 230 2.5 54 11.30 0.179 63.1 0.877 20.27 0.7 338 2.51 12.40 0.819 83.02 35.8 0.079 0.496 N.A. 1.060 Y 1.065 3.3 2.1 37.9 0.98 22.25 0. 230 2.3 55 11.44 0.179 63.9 0.867 20.02 0.7 338 2.51 12.56 0.841 84.98 36.9 0.080 0.499 N.A. 1.059 Y 1.081 3.0 2.2 39.0 0.98 23.07 0. 230 2.0 56 11.58 0.179 64.7 0.855 19.76 0.7 338 2.51 12.72 0.863 86.97 38.0 0.081 0.502 N.A. 1.058 Y 1.097 2.6 2.2 40.1 0.98 23.93 0. 229 1.8 57 11.72 0.179 65.5 0.849 19.61 0.7 338 2.51 12.87 0.950 88.98 39.1 0.089 0.509 N.A. 1.057 Y 1.177 2.3 2.2 41.3 0.97 24.80 0. 230 1.6 58 11.86 0.179 66.3 0.849 19.61 0.7 338 2.51 13.03 0.973 91.01 40.3 0.090 0.512 N.A. 1.056 Y 1.193 2.0 2.3 42.5 0.97 25.76 0. 230 1.4 59 12.00 0.179 67.1 0.849 19.61 0.7 338 2.51 13.18 0.996 93.06 41.5 0.091 0.516 N.A. 1.055 Y 1.209 1.7 2.3 43.8 0.97 26.75 0. 230 1.2 60 12.14 0.179 67.8 0.849 19.61 0.7 338 2.51 13.34 1.099 95.14 42.8 0.099 0.523 N.A. 1.054 Y 1.349 1.5 2.3 45.1 0.96 27.75 0. 231 1.0 61 12.28 0.179 68.6 0.849 19.61 0.7 338 2.51 13.50 1.122 97.24 44.1 0.100 0.528 N.A. 1.053 Y 1.366 1.2 2.3 46.4 0.96 28.86 0. 232 0.9 62 12.42 0.179 69.4 0.849 19.61 0.7 338 2.51 13.65 1.146 99.36 45.5 0.101 0.532 N.A. 1.052 Y 1.383 1.0 2.4 47.8 0.96 30.00 0. 233 0.7 63 12.56 0.179 70.2 0.849 19.61 0.7 338 2.51 13.81 1.170 101.5 1 46.9 0.102 0.536 N.A. 1.051 Y 1.401 0.8 2.4 49.3 0.95 31.15 0 .234 0.6 64 12.70 0.179 71.0 0.849 19.61 0.7 338 2.51 13.97 1.194 103.6 8 48.3 0.103 0.540 N.A. 1.050 Y 1.418 0.7 2.4 50.7 0.95 32.34 0 .235 0.5 65 12.84 0.179 71.7 0.849 19.61 0.7 338 2.51 14.12 1.219 105.8 7 49.7 0.104 0.544 N.A. 1.049 Y 1.436 0.5 2.4 52.1 0.95 33.54 0 .235 0.3 66 12.98 0.179 72.5 0.849 19.61 0.7 338 2.51 14.28 1.243 108.0 8 51.2 0.105 0.548 N.A. 1.048 Y 1.454 0.4 2.4 53.6 0.94 34.77 0 .236 0.3 67 13.12 0.179 73.3 0.849 19.61 0.7 338 2.51 14.43 1.268 110.3 2 52.6 0.105 0.552 N.A. 1.047 Y 1.472 0.3 2.5 55.1 0.94 36.03 0 .237 0.2 68 13.26 0.179 74.1 0.849 19.61 0.7 338 2.51 14.59 1.294 112.5 8 54.1 0.106 0.556 N.A. 1.046 Y 1.490 0.2 2.5 56.6 0.94 37.31 0 .237 0.1 69 13.40 0.179 74.9 0.849 19.61 0.7 338 2.51 14.75 1.319 114.8 6 55.6 0.107 0.559 N.A. 1.044 Y 1.509 0.1 2.5 58.1 0.93 38.62 0 .238 0.1 70 13.54 0.179 75.7 0.849 19.61 0.7 338 2.51 14.90 1.345 117.1 6 57.1 0.108 0.563 N.A. 1.043 NA 1.527 0.0 2.5 59.6 0.93 39.95 0 .238 0.0 71 13.68 0.179 76.4 0.849 19.61 0.7 338 2.51 15.06 1.371 119.4 9 58.7 0.109 0.566 N.A. 1.042 NA 1.546 0.0 2.5 61.1 0.93 41.31 0 .239 0.0 72 13.82 0.179 77.2 0.849 19.61 0.7 338 2.51 15.21 1.416 121.8 4 60.2 0.112 0.570 N.A. 1.041 NA 1.565 0.0 2.5 62.7 0.93 42.69 0 .000 0.0 Page
3 KNA

STRUCTURAL ENGINEERS
Seismic Loading
Reference: 2019 CBC, ASCE 7-16
INPUT:

Job Location: Lake Forest, CA
Site Class D-Default ATC

0.2 Sec MCE, Ss 1.211 g ATC

1.0 Sec MCE, S
1 0.436 g ATC
Site Coeff., Fa 1.200 ATC
Site Coeff., Fv 1.864 ATC
SMS = Fa SS 1.453 g ATC
SM1 = Fv S1 0.813 g ATC
SDS = 2/3SMS 0.969 g ATC
SD1 = 2/3SM1 0.542 g ATC
Ts =SD1/SDS 0.559 sec
Long Period transition period, TL 8.0 sec ASCE 7-16 -Figure 22-12 Risk Category II Table 1604.5
Seismic Design Category D 2019 CBC Section 1613.3.5
OUTPUT:

Light Pole Class LS70A
Fundamental Period, T 2.00 sec 1/Pole Natural Frequency Seismic coeff., R 1.5 ASCE 7-16 Table 15.4-2
Overstrength Factor,
Ω 1.5 ASCE 7-16 Table 15.4-2
Importance Factor, I 1.00 ASCE 7-16 Section 15.4.1.1 & Table 1.5-2 Redundancy factor, ρ 1.0 ASCE 7-16 Section 15.6

DESIGN SEISMIC FORCE
V = C
SW ASCE 7-16 Eqn. 12.8-1
CS = SDS/(R/I) for T≤TS 0.646 g ASCE 7-16 Eqn. 12.8-2
Cs max. for 1.5Ts <T≤ TL, Cs =1.5 SD1/T(R/I) 0.271 g ASCE 7-16 Sect. 11.4.8 & Eqn. 12.8-3 C
S min = 0.044S DSI ≥ 0.03 0.043 g ASCE 7-16 Eqn. 15.4-1 if S1≥ 0.6g, CS min = 0.8S1/(R/I) N.A. g ASCE 7-16 Eqn. 15.4-2 Load Combination, 1.2D+ 1.0E ASCE 7-16 Section 2.3.2 Load Comb 5 where E = Eh + Ev ASCE 7-16 Eqn. 12.4-1
and Eh = pQ
E 0.271 W ASCE 7-16 Eqn. 12.4-3
and Ev = 0.2SDSD 0.194 D ASCE 7-16 Eqn. 12.4-4
Load Combination, 1.2D + (pQe + 0.2SDSD)
Load Combination, 1.2D + (pQe + 0.2SDSD) 1.394 D + 0.271 W Total Seismic Weight, W = 1.922 kips See following page SEISMIC SHEAR, V = 0.665 kips < 1.556 kips WIND SHEAR WIND CONTROLS 1/26/2023 Page
4 KNA

STRUCTURAL ENGINEERS
Seismic Loading
Vertical Distribution of Seismic Force, Fx = CvxV ASCE7-16 Eqn. 12.8-11 & Section 12.8.5 k= 1.750
Item w hx wxhx
k
wxhx
k/∑wxhx
k Cvx*V OTM
fixtures 0.168 71.00 292 0.354 0.184 13.10
0 0.000 0.000 0.00
0 0.000 0.000 0.00
Top Pole Section 0.034 68.90 56 0.068 0.035 2.44
2nd Pole Section 0.343 49.80 321 0.389 0.202 10.08
1st Pole Section 0.698 18.76 118 0.143 0.075 1.40
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
LED575 0.065 15.50 8 0.010 0.005 0.08
ECE 0.080 15.00 9 0.011 0.006 0.09
1/2 Precast base above grade 0.534 8.00 20 0.025 0.013 0.10 Sum 1.922 825 1.000 0.520 27.28
Total Dead Load at grade 2.456
SEISMIC OTM = 27.28 kip-ft < 62.00 kip-ft Wind OTM WIND CONTROLS 1/26/2023 Page
5 1/26/2023 LS70-B Wind
POLE DESIGNATION: LS70-B W/ 3 FIXTURES MAX. JOB NO: 363.631 MANUFACTURER: MUSCO PROJECT: Heroes Park
PROJECT NO: 142362 LOCATION: Lake Forest, CA

ASCE 7-16 POLE ID: E2
WIND CRITERIA 95 MPH,EXP C | P = SUPERIMPOSED WT + PO LE WT (D1, D3 Sim.) LOAD COMB 1.2 DEAD + 1.0 WIND v
^ |||a <-- <--FIXTURES, F/Af= qz*Gf*Cf = 33.44 PSF MA X (29.4-1) LED 1200 | |v| <-- <--where qz=.00256*Kz*Kzt*Kd*Ke(V) 2 = 27.32 PSF MAX (26.10-1) EPA/FIXTURE*, Af = 2.3 ft2 | ||| <-- <---
D.L./FIXTURE** = 56.0 lbs | |v| <-- ATTACHMENT NUMBER DIST. FROM PA Cf EPA Kz qz WIND,F WEIGHT,P D.L. ECE/FIXTURE*** = 20.0 lbs | ||| <-- TYPE TOP PO LE,FT SQ FT SQ FT PSF LBS LBS * EPA = EFFECTIVE PROJECTED AREA OF LIGHT FIXTURE | |v| <-- LED1200 3.0 0.5 1.0 2.31 1.181 27.28 231 168 INCLUDING CROSSARM, PER MUSCO ||| <-- 0.0 3.0 1.3 2.31 1.172 27.08 0 0 ** D.L.= DEAD LOAD OF FIXTURE, & l |v| <-- 0.0 5.5 1.3 2.31 1.163 26.87 0 0 CROSSARM, PER MUSCO ||| <-- 0.0 8.0 1.3 2.31 1.154 26.65 0 0 ***D.L.= DEAD LOAD OF ECE, | |v| <-- 0.0 10.5 1.3 2.31 1.144 26.43 0 0 PER MUSCO | ||| <-- 0.0 13.0 1.3 2.31 1.134 26.20 0 0 | |v| <-- 0.0 15.5 1.3 2.31 1.124 25.97 0 0
| ||| <-- 0.0 18.0 1.3 2.31 1.113 25.72 0 0
| |v| <-- 0.0 20.5 1.3 2.31 1.102 25.47 0 0
| ||| <-- LED575 1.0 56.9 2.05 1.3 2.67 0.855 19.75 65 65 | |v| <-- ECE 4.0 60.7 4.00 1.3 5.20 0.849 19.61 125 80 v | |b <-- TOTALS = 420 313
POLE, F/Af= qz*Gf*Cf = 40.12 PSF MAX (29.4-1)
where qz=.00256*Kz*Kzt*Kd*Ke(V) 2 = 27.32 PSF MAX (26.10-1)

LOADING DIAGRAM
INPUT
-> l = 72.39 ft. (ht. from adj. grade)
-> l = 72.39 ft. (ht. from grade)
->tA = 0.12 in. (pole thk. @ top)
->dA = 4.75 in. (pole diam. @ top)
->dB = 13.40 in. (pole diam. @ btm)
->tB = 0.179 in. (pole thk. @ btm)
->Fy = 38.0 ksi (fixt mount sect. = 5.25 ft)
->Fy = 55.0 ksi (other pole sect.)
-> E = 29,000 ksi
->Kzt= 1 (Figure 26.8-1)
->Kd = 1 (Table 26.6-1)
-> Kz = 1.182 MAX-EXP C @ 72.4 FT. (Table 26.10-1)
->Ke = 1.00 (Table 26.9-1)
-> Cf = 1.00 LIGHT FIXTURE (INCLUDED IN EPA)
-> Cf = 1.200 MAX (VARIES 0.5-1.2 FOR RND POLE) (Figure 29.4-1) POLE DAMPING, beta= 0.025 Per Musco test
OUTPUT
-> POLE NATURAL FREQUENCY = 0.473 Hz 1/(2PI*(DELTA/386)^0.5) where DELTA is due to self weight Section 26.11.5 Gust-Effect Factor -> Gf= 1.22 (Section 26.11.5) (Reference Vibration Problems in Engineering by Timoshenko, 4th ED. pg.34) constant epsilon,e = 0.2 Lz = 528.2
Pole Properties: constant l = 500 N1 = 2.645
Ia = 4.68 in4 taper = 0.140 in/ft Vz = 94.48 Rn = 0.075 Ib = 162 in4 db/da = 2.821 4.6n1h/Vz = 1.668
ra = 1.638 in rb = 4.675 in. 4.6n1B/Vz = 0.017 R = 1.117 Aa = 1.745 in2 Ab = 7.43 in2 15.4n1L/Vz = 0.058 gR = 4.007 Sa = 1.97 in3 Sb = 24.25 in3 c = 0.200
From Critical Buckling Loads of Tapered Columns, ASCE 2/62: Rh = 0.426 Iz = 0.191 n = Log (Ib/(Ia)/Log (dB/dA) = 3.42 RB = 0.988 Q = 0.920 P* = (Ib/Ia)/(Ib/Ia)^.333 = 10.6 RL = 0.962 G = 0.886
kl/req* (1/(P*)^.5)[kl/ra] = 341 (where k= 2.1) Gf = 1.224 AISC 360-16 Specification Table B4.1, Case 15
for Fy = 55.0 KSI 38 KSI
D/t < .45E/Fy = 237 343 (MAX) SHEAR,F= 0.921 KIPS MOMENT, M = 36.25 K-FT e= M/F = 39.36 FT AXIAL,P = 1.537 KIPS ASD Forces at groundline (for foundation design) D/t < .31E/Fy = 163 237 Noncompact SHEAR,F= 1.535 KIPS MOMENT, M = 60.42 K-FT e= M/F = 39.36 FT AXIAL,P = 1.844 KIPS Nominal Forces at groundline D/t < .07E/Fy = 37 53 Compact M < ΦMn = 115 K-FT Precast Base O.K.

D/t < .11E/Fy = 58 84 Slender element Section for Uniform Compression Pole Stress Check = 0.554 Max. < 1 Pole O.K.

Max. Deflection = 56.831 Inch <0.10H= 87 Inch AASHTO 10.4.2 Page
6 1/26/2023 LS70-B Wind
Distance Outside E3-4 E3-2 or E3-3 F8.1-F8.4 H1-1b H1-1a 2nd Order 1st Order C2.2a Total E7-19 from top Diameter Pole Cf Design comp Acting Design flex. Req'd flex. for for /1st Order Req'd shear Delta P-Delta 2nd Order ACTING DEFL of Pole of Pole,D thick,t D/t Kz qz Pole kl/r Fe strength, Pn unfactored, Pr strength, Mn strength, Mr Pr/Pc Pr/Pc <0.2 Pr/Pc ≥ 0.2 Moment CSR strength,, F Moment Moment Q MOM DUE M/I DUE TO DL FT IN IN PSF eqiv. KIPS KIPS K-FT K-FT FT-K O.K. KIPS IN FT-K FT-K TO DL IN -
0 4.75 0.120 39.6 1.182 27.32 1.2 341 2.45 3.38 0.000 7.89 0.0 0 .000 0.000 N.A. 1.000 Y 0.000 56.8 0.0 0.0 1.40 0.00 0.000 43. 68 1 4.75 0.120 39.6 1.179 27.24 1.2 341 2.45 3.38 0.174 7.89 0.1 0 .062 0.050 N.A. 1.207 Y 0.247 55.4 0.0 0.1 1.40 0.00 0.020 42. 61 2 4.75 0.120 39.6 1.175 27.16 1.2 341 2.45 3.38 0.180 7.89 0.4 0 .064 0.086 N.A. 1.137 Y 0.263 53.9 0.1 0.4 1.40 0.18 0.058 41. 54 3 4.75 0.120 39.6 1.172 27.08 1.2 341 2.45 3.38 0.186 7.89 0.6 0 .066 0.125 N.A. 1.122 Y 0.278 52.4 0.1 0.7 1.40 0.36 0.098 40. 47 4 4.75 0.120 39.6 1.168 26.99 1.2 341 2.45 3.38 0.192 7.89 0.9 0 .068 0.166 N.A. 1.114 Y 0.294 51.0 0.1 1.0 1.40 0.55 0.139 39. 41 5 4.75 0.120 39.6 1.165 26.91 1.2 341 2.45 3.38 0.201 7.89 1.2 0 .071 0.210 N.A. 1.110 Y 0.310 49.5 0.1 1.4 1.40 0.75 0.144 38. 35 6 4.90 0.179 27.4 1.161 26.82 1.2 341 2.45 5.14 0.210 17.52 1.6 0.049 0.123 N.A. 1.107 Y 0.326 48.1 0.2 1.7 1.40 0.95 0.136 37 .30 7 5.04 0.179 28.2 1.157 26.74 1.2 341 2.45 5.30 0.220 18.44 1.9 0.050 0.138 N.A. 1.104 Y 0.342 46.7 0.2 2.1 1.38 1.17 0.151 36 .26 8 5.18 0.179 28.9 1.154 26.65 1.2 341 2.45 5.45 0.230 19.39 2.2 0.051 0.153 N.A. 1.102 Y 0.359 45.3 0.2 2.5 1.36 1.39 0.164 35 .23 9 5.32 0.179 29.7 1.150 26.57 1.2 341 2.45 5.60 0.240 20.35 2.6 0.051 0.167 N.A. 1.101 Y 0.376 43.9 0.3 2.9 1.34 1.63 0.175 34 .21 10 5.46 0.179 30.5 1.146 26.48 1.2 341 2.45 5.75 0.250 21.35 3. 0 0.052 0.180 N.A. 1.099 Y 0.393 42.5 0.3 3.3 1.32 1.87 0.185 3 3.20 11 5.60 0.179 31.3 1.142 26.39 1.2 341 2.45 5.91 0.261 22.36 3. 4 0.053 0.193 N.A. 1.098 Y 0.411 41.2 0.3 3.7 1.31 2.12 0.194 3 2.20 12 5.74 0.179 32.1 1.138 26.30 1.2 341 2.45 6.06 0.272 23.40 3. 8 0.054 0.206 N.A. 1.097 Y 0.429 39.9 0.4 4.2 1.29 2.39 0.201 3 1.21 13 5.88 0.179 32.8 1.134 26.20 0.7 341 2.45 6.21 0.283 24.46 4. 2 0.055 0.218 N.A. 1.095 Y 0.440 38.5 0.4 4.7 1.28 2.67 0.208 3 0.23 14 6.02 0.179 33.6 1.130 26.11 0.7 341 2.45 6.36 0.294 25.54 4. 7 0.055 0.229 N.A. 1.094 Y 0.451 37.2 0.4 5.1 1.26 2.96 0.214 2 9.27 15 6.16 0.179 34.4 1.126 26.01 0.7 341 2.45 6.52 0.306 26.65 5. 1 0.056 0.240 N.A. 1.094 Y 0.462 36.0 0.5 5.6 1.25 3.26 0.219 2 8.31 16 6.30 0.179 35.2 1.122 25.92 0.7 341 2.45 6.67 0.318 27.78 5. 6 0.057 0.250 N.A. 1.093 Y 0.474 34.7 0.5 6.1 1.24 3.57 0.223 2 7.37 17 6.44 0.179 36.0 1.118 25.82 0.7 341 2.45 6.82 0.330 28.93 6. 1 0.058 0.259 N.A. 1.092 Y 0.486 33.5 0.6 6.7 1.22 3.89 0.227 2 6.45 18 6.58 0.179 36.8 1.113 25.72 0.7 341 2.45 6.97 0.343 30.10 6. 6 0.059 0.268 N.A. 1.092 Y 0.498 32.3 0.6 7.2 1.21 4.23 0.231 2 5.53 19 6.72 0.179 37.5 1.109 25.62 0.7 341 2.45 7.13 0.355 31.30 7. 1 0.060 0.277 N.A. 1.091 Y 0.510 31.1 0.6 7.7 1.20 4.58 0.234 2 4.63 20 6.86 0.179 38.3 1.105 25.52 0.7 341 2.45 7.28 0.368 32.52 7. 6 0.061 0.286 N.A. 1.091 Y 0.522 29.9 0.7 8.3 1.19 4.94 0.237 2 3.75 21 7.00 0.179 39.1 1.100 25.42 0.7 341 2.45 7.43 0.382 33.76 8. 1 0.062 0.294 N.A. 1.090 Y 0.535 28.8 0.7 8.9 1.18 5.31 0.239 2 2.88 22 7.14 0.179 39.9 1.096 25.31 0.7 341 2.45 7.58 0.395 35.02 8. 7 0.063 0.301 N.A. 1.090 Y 0.548 27.6 0.8 9.5 1.17 5.70 0.241 2 2.02 23 7.28 0.179 40.7 1.091 25.21 0.7 341 2.45 7.74 0.409 36.31 9. 2 0.063 0.309 N.A. 1.089 Y 0.561 26.5 0.8 10.1 1.16 6.10 0.243 21.18 24 7.42 0.179 41.5 1.086 25.10 0.7 341 2.45 7.89 0.423 37.62 9. 8 0.064 0.316 N.A. 1.089 Y 0.574 25.4 0.9 10.7 1.15 6.52 0.245 20.35 25 7.56 0.179 42.2 1.081 24.99 0.7 341 2.45 8.04 0.438 38.95 10 .4 0.065 0.323 N.A. 1.088 Y 0.587 24.4 0.9 11.3 1.14 6.95 0.24 6 19.53 26 7.70 0.179 43.0 1.077 24.88 0.7 341 2.45 8.19 0.452 40.31 11 .0 0.066 0.329 N.A. 1.088 Y 0.601 23.3 1.0 11.9 1.13 7.40 0.24 8 18.73 27 7.84 0.179 43.8 1.072 24.76 0.7 341 2.45 8.35 0.467 41.69 11 .6 0.067 0.336 N.A. 1.087 Y 0.614 22.3 1.0 12.6 1.12 7.86 0.24 9 17.95 28 7.98 0.179 44.6 1.067 24.65 0.7 341 2.45 8.50 0.483 43.09 12 .2 0.068 0.342 N.A. 1.087 Y 0.628 21.3 1.1 13.3 1.12 8.33 0.25 0 17.18 29 8.12 0.179 45.4 1.062 24.53 0.7 341 2.45 8.65 0.498 44.51 12 .8 0.069 0.348 N.A. 1.086 Y 0.642 20.3 1.1 13.9 1.11 8.82 0.25 1 16.42 30 8.26 0.179 46.1 1.056 24.41 0.7 341 2.45 8.80 0.514 45.96 13 .5 0.070 0.354 N.A. 1.086 Y 0.657 19.4 1.2 14.6 1.10 9.33 0.25 2 15.68 31 8.40 0.179 46.9 1.051 24.28 0.7 341 2.45 8.96 0.529 47.43 14 .2 0.071 0.359 N.A. 1.085 Y 0.671 18.5 1.2 15.4 1.09 9.85 0.27 4 14.96 32 8.10 0.179 45.3 1.046 24.16 0.7 341 2.45 8.63 0.544 44.35 14 .8 0.076 0.401 N.A. 1.085 Y 0.685 17.6 1.3 16.1 1.11 10.38 0.2 97 14.25 33 8.24 0.179 46.1 1.040 24.03 0.7 341 2.45 8.79 0.560 45.80 15 .5 0.076 0.406 N.A. 1.084 Y 0.699 16.7 1.3 16.8 1.10 10.94 0.2 96 13.56 34 8.38 0.179 46.8 1.035 23.90 0.7 341 2.45 8.94 0.576 47.26 16 .2 0.077 0.411 N.A. 1.083 Y 0.714 15.8 1.4 17.6 1.09 11.50 0.2 96 12.88 35 8.52 0.179 47.6 1.029 23.77 0.7 341 2.45 9.09 0.592 48.75 17 .0 0.078 0.416 N.A. 1.083 Y 0.728 15.0 1.4 18.4 1.09 12.09 0.2 96 12.22 36 8.66 0.179 48.4 1.023 23.64 0.7 341 2.45 9.24 0.609 50.26 17 .7 0.079 0.420 N.A. 1.082 Y 0.742 14.2 1.5 19.1 1.08 12.69 0.2 95 11.58 37 8.80 0.179 49.2 1.017 23.50 0.7 341 2.45 9.40 0.625 51.80 18 .4 0.080 0.425 N.A. 1.081 Y 0.757 13.4 1.5 19.9 1.07 13.30 0.2 95 10.96 38 8.94 0.179 50.0 1.011 23.36 0.7 341 2.45 9.55 0.643 53.36 19 .2 0.081 0.429 N.A. 1.081 Y 0.772 12.6 1.6 20.8 1.07 13.94 0.2 94 10.36 39 9.08 0.179 50.7 1.005 23.21 0.7 341 2.45 9.70 0.660 54.94 20 .0 0.082 0.434 N.A. 1.080 Y 0.787 11.9 1.6 21.6 1.06 14.59 0.2 94 9.77 40 9.22 0.179 51.5 0.998 23.06 0.7 341 2.45 9.85 0.677 56.54 20 .8 0.082 0.438 N.A. 1.079 Y 0.802 11.2 1.6 22.4 1.06 15.26 0.2 93 9.20 41 9.36 0.179 52.3 0.992 22.91 0.7 341 2.45 10.01 0.695 58.17 2 1.6 0.083 0.442 N.A. 1.079 Y 0.817 10.5 1.7 23.3 1.05 15.94 0. 292 8.65 42 9.50 0.179 53.1 0.985 22.76 0.7 341 2.45 10.16 0.713 59.82 2 2.4 0.084 0.446 N.A. 1.078 Y 0.832 9.8 1.7 24.2 1.04 16.65 0.2 92 8.11 43 9.64 0.179 53.9 0.978 22.60 0.7 341 2.45 10.31 0.732 61.49 2 3.2 0.085 0.450 N.A. 1.077 Y 0.848 9.2 1.8 25.0 1.04 17.37 0.2 91 7.60 44 9.78 0.179 54.7 0.971 22.43 0.7 341 2.45 10.46 0.750 63.18 2 4.1 0.086 0.454 N.A. 1.076 Y 0.863 8.6 1.8 25.9 1.03 18.11 0.2 90 7.10 45 9.92 0.179 55.4 0.964 22.26 0.7 341 2.45 10.62 0.769 64.90 2 5.0 0.087 0.457 N.A. 1.075 Y 0.879 8.0 1.9 26.9 1.03 18.87 0.2 90 6.61 46 10.06 0.179 56.2 0.956 22.09 0.7 341 2.45 10.77 0.788 66.64 25.9 0.088 0.461 N.A. 1.075 Y 0.895 7.4 1.9 27.8 1.02 19.65 0. 289 6.15 47 10.20 0.179 57.0 0.948 21.91 0.7 341 2.45 10.92 0.808 68.40 26.8 0.089 0.464 N.A. 1.074 Y 0.911 6.8 2.0 28.7 1.02 20.45 0. 288 5.70 48 10.34 0.179 57.8 0.940 21.73 0.7 341 2.45 11.07 0.828 70.19 27.7 0.090 0.468 N.A. 1.073 Y 0.927 6.3 2.0 29.7 1.01 21.27 0. 288 5.27 49 10.48 0.179 58.6 0.932 21.54 0.7 341 2.45 11.23 0.848 72.00 28.6 0.091 0.471 N.A. 1.072 Y 0.943 5.8 2.1 30.7 1.01 22.10 0. 287 4.86 50 10.62 0.179 59.4 0.924 21.34 0.7 341 2.45 11.38 0.868 73.83 29.6 0.092 0.475 N.A. 1.071 Y 0.959 5.3 2.1 31.7 1.00 22.96 0. 286 4.46 Page
7 1/26/2023 LS70-B Wind51 10.76 0.179 60.1 0.915 21.13 0.7 341 2.45 11.53 0.888 75.68 30.5 0.092 0.478 N.A. 1.070 Y 0.975 4.9 2.1 32.7 1.00 23.84 0. 286 4.08 52 10.90 0.179 60.9 0.906 20.92 0.7 341 2.45 11.68 0.909 77.56 31.5 0.093 0.481 N.A. 1.069 Y 0.991 4.4 2.2 33.7 1.00 24.74 0. 285 3.72 53 11.04 0.179 61.7 0.896 20.70 0.7 341 2.45 11.84 0.930 79.46 32.5 0.094 0.484 N.A. 1.068 Y 1.007 4.0 2.2 34.7 0.99 25.66 0. 284 3.37 54 11.18 0.179 62.5 0.886 20.47 0.7 341 2.45 11.99 0.952 81.38 33.5 0.095 0.487 N.A. 1.067 Y 1.024 3.6 2.3 35.8 0.99 26.60 0. 283 3.04 55 11.32 0.179 63.3 0.876 20.23 0.7 341 2.45 12.14 0.973 83.32 34.6 0.096 0.490 N.A. 1.066 Y 1.040 3.2 2.3 36.9 0.98 27.56 0. 283 2.73 56 11.46 0.179 64.0 0.865 19.98 0.7 341 2.45 12.29 0.995 85.29 35.6 0.097 0.493 N.A. 1.065 Y 1.056 2.9 2.3 37.9 0.98 28.54 0. 282 2.44 57 11.60 0.179 64.8 0.853 19.72 0.7 341 2.45 12.45 1.082 87.28 36.7 0.104 0.500 N.A. 1.064 Y 1.137 2.5 2.4 39.1 0.98 29.55 0. 282 2.16 58 11.74 0.179 65.6 0.849 19.61 0.7 341 2.45 12.60 1.105 89.29 37.9 0.105 0.503 N.A. 1.063 Y 1.153 2.2 2.4 40.3 0.97 30.64 0. 282 1.90 59 11.88 0.179 66.4 0.849 19.61 0.7 341 2.45 12.75 1.127 91.33 39.0 0.106 0.507 N.A. 1.062 Y 1.170 1.9 2.4 41.4 0.97 31.76 0. 282 1.65 60 12.02 0.179 67.2 0.849 19.61 0.7 341 2.45 12.90 1.150 93.39 40.2 0.107 0.510 N.A. 1.061 Y 1.186 1.7 2.5 42.7 0.96 32.90 0. 281 1.43 61 12.16 0.179 68.0 0.849 19.61 0.7 341 2.45 13.06 1.253 95.47 41.5 0.115 0.518 N.A. 1.060 Y 1.328 1.4 2.5 43.9 0.96 34.06 0. 282 1.22 62 12.30 0.179 68.7 0.849 19.61 0.7 341 2.45 13.21 1.277 97.57 42.8 0.116 0.522 N.A. 1.059 Y 1.345 1.2 2.5 45.3 0.96 35.33 0. 282 1.02 63 12.44 0.179 69.5 0.849 19.61 0.7 341 2.45 13.36 1.301 99.70 44.1 0.117 0.527 N.A. 1.058 Y 1.363 1.0 2.6 46.7 0.95 36.61 0. 282 0.84 64 12.58 0.179 70.3 0.849 19.61 0.7 341 2.45 13.51 1.325 101.8 5 45.5 0.118 0.531 N.A. 1.057 Y 1.380 0.8 2.6 48.1 0.95 37.93 0 .283 0.68 65 12.72 0.179 71.1 0.849 19.61 0.7 341 2.45 13.67 1.349 104.0 2 46.9 0.118 0.535 N.A. 1.055 Y 1.398 0.6 2.6 49.5 0.95 39.26 0 .283 0.54 66 12.86 0.179 71.9 0.849 19.61 0.7 341 2.45 13.82 1.373 106.2 1 48.3 0.119 0.539 N.A. 1.054 Y 1.416 0.5 2.6 50.9 0.95 40.62 0 .283 0.41 67 13.00 0.179 72.6 0.849 19.61 0.7 341 2.45 13.97 1.398 108.4 3 49.7 0.120 0.543 N.A. 1.053 Y 1.434 0.4 2.6 52.4 0.94 42.01 0 .283 0.30 68 13.14 0.179 73.4 0.849 19.61 0.7 341 2.45 14.12 1.423 110.6 7 51.2 0.121 0.547 N.A. 1.052 Y 1.452 0.2 2.7 53.8 0.94 43.42 0 .283 0.21 69 13.28 0.179 74.2 0.849 19.61 0.7 341 2.45 14.28 1.449 112.9 3 52.6 0.122 0.551 N.A. 1.051 Y 1.471 0.2 2.7 55.3 0.94 44.86 0 .284 0.14 70 13.42 0.179 75.0 0.849 19.61 0.7 341 2.45 14.43 1.474 115.2 2 54.1 0.123 0.554 N.A. 1.049 Y 1.489 0.1 2.7 56.8 0.93 46.32 0 .284 0.08 71 13.56 0.179 75.8 0.849 19.61 0.7 341 2.45 14.58 1.500 117.5 3 55.6 0.123 0.558 N.A. 1.048 NA 1.508 0.0 2.7 58.3 0.93 47.80 0 .284 0.03 72 13.70 0.179 76.6 0.849 19.61 0.7 341 2.45 14.73 1.526 119.8 6 57.1 0.124 0.561 N.A. 1.047 NA 1.527 0.0 2.7 59.8 0.93 49.32 0 .284 0.01 73 13.84 0.179 77.3 0.849 19.61 0.7 341 2.45 14.89 1.553 122.2 1 58.7 0.125 0.565 N.A. 1.046 NA 1.547 0.0 2.7 61.4 0.93 50.86 0 .000 0.00 Page
8 KNA

STRUCTURAL ENGINEERS
Seismic Loading
Reference: 2019 CBC, ASCE 7-16
INPUT:

Job Location: Lake Forest, CA
Site Class D-Default ATC

0.2 Sec MCE, Ss 1.211 g ATC

1.0 Sec MCE, S
1 0.436 g ATC
Site Coeff., Fa 1.200 ATC
Site Coeff., Fv 1.864 ATC
SMS = Fa SS 1.453 g ATC
SM1 = Fv S1 0.813 g ATC
SDS = 2/3SMS 0.969 g ATC
SD1 = 2/3SM1 0.542 g ATC
Ts =SD1/SDS 0.559 sec
Long Period transition period, TL 8.0 sec ASCE 7-16 -Figure 22-12 Risk Category II Table 1604.5
Seismic Design Category D 2019 CBC Section 1613.3.5
OUTPUT:

Light Pole Class LS70-B
Fundamental Period, T 2.11 sec 1/Pole Natural Frequency Seismic coeff., R 1.5 ASCE 7-16 Table 15.4-2
Overstrength Factor,
Ω 1.5 ASCE 7-16 Table 15.4-2
Importance Factor, I 1.00 ASCE 7-16 Section 15.4.1.1 & Table 1.5-2 Redundancy factor, ρ 1.0 ASCE 7-16 Section 15.6

DESIGN SEISMIC FORCE
V = C
SW ASCE 7-16 Eqn. 12.8-1
CS = SDS/(R/I) for T≤TS 0.646 g ASCE 7-16 Eqn. 12.8-2
Cs max. for 1.5Ts <T≤ TL, Cs =1.5 SD1/T(R/I) 0.256 g ASCE 7-16 Sect. 11.4.8 & Eqn. 12.8-3 C
S min = 0.044S DSI ≥ 0.03 0.043 g ASCE 7-16 Eqn. 15.4-1 if S1≥ 0.6g, CS min = 0.8S1/(R/I) N.A. g ASCE 7-16 Eqn. 15.4-2 Load Combination, 1.2D+ 1.0E ASCE 7-16 Section 2.3.2 Load Comb 5 where E = Eh + Ev ASCE 7-16 Eqn. 12.4-1
and Eh = pQ
E 0.256 W ASCE 7-16 Eqn. 12.4-3
and Ev = 0.2SDSD 0.194 D ASCE 7-16 Eqn. 12.4-4
Load Combination, 1.2D + (pQe + 0.2SDSD)
Load Combination, 1.2D + (pQe + 0.2SDSD) 1.394 D + 0.256 W Total Seismic Weight, W = 2.222 kips See following page SEISMIC SHEAR, V = 0.706 kips < 1.535 kips WIND SHEAR WIND CONTROLS 1/26/2023 Page
9 KNA

STRUCTURAL ENGINEERS
Seismic Loading
Vertical Distribution of Seismic Force, Fx = CvxV ASCE7-16 Eqn. 12.8-11 & Section 12.8.5 k= 1.807
Item w hx wxhx
k
wxhx
k/∑wxhx
k Cvx*V OTM
fixtures 0.168 70.50 367 0.308 0.175 12.35
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
Top Pole Section 0.034 68.50 70 0.059 0.034 2.31
2nd Pole Section 0.357 53.25 470 0.394 0.224 11.94
1st Pole Section 0.839 22.00 223 0.187 0.107 2.35
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
LED575 0.080 15.50 11 0.009 0.005 0.08
ECE 0.210 15.00 28 0.023 0.013 0.20
1/2 Precast base above grade 0.534 8.00 23 0.019 0.011 0.09 Sum 2.222 1193 1.000 0.570 29.32
Total Dead Load at grade 2.756
SEISMIC OTM = 29.32 kip-ft < 60.42 kip-ft Wind OTM WIND CONTROLS 1/26/2023 Page
10 engineer: CLC
design: Musco Pole Design 3B
Pole Calcuations - Page 1
ACI 318-14
Inputs
Pole Type fpy = Strand Yield Strength
Do = Outer Diameter fpu = Strand Ultimate Strength
Di = Inner Diameter f' c = 28 Day Strength of Concrete Dtc = Diameter of Tendon Circle Es = Elastic Modulus of Strand dt = Strand Diameter IPF = Initial Prestress Factor
n = Number of Tendons PLF = Prestress Loss Factor
Aps = Area of Single Strand a =
Φ = Resistance Factor c =
ß1 = f'c ≥ 8 ksi
Determine Concrete Compression Forces (Bending Only)
Calculate the Properties of the Compression Zone
A.
co = D o/3 = Initial Guess
ro = D o /2 =
Θo = 2 * cos -1 ((r o - a)/r o) =
Io = r o
4/8* Θ o- sin(Θ o)+(2*sin(Θ o)*sin(Θ o/2)²) =
Ao = (r o²*cos -1 *(r o-a)/r o)-((r o-a)*√((2*r o*a)-a²) = yro = (4*r o*sin(Θ o/2)³)/(3*(Θ o-sin(Θ .))) =
B.
ri = D i/2 =
ai =
Θi = 2 * cos -1 ((r i - a i)/r i) =
Ii = r i
4/8* Θ i- sin(Θ i)+(2*sin(Θ i)*sin(Θ i/2)²) =
Ai = (r i²*cos -1 *(r i-a)/r i)-((r i-a)*√((2*r i*a)-a²) = yri = (4*r i*sin(Θ i/2)³)/(3*(Θ i-sin(Θ i))) =
Note:

Conclusion
A
Ac = A o - A i = Area of the Compression Zone
Ic = I o - (I i+A i+y ri ²) = Mass Moment of Intertia of Combined Section y = (A o*y o - A i*y i) / A c = Centroid for the Combined Arc Section yc = c + r o + y = Centroid for the Effective Compression Area A' = π*(r o²-r i²)-A c = Area of the Tension Zone with the Strand Included

3.83 in

75.6 in²

0.65 4.44 in

2.32 692.7 in^4

35.14 in²

4.31 in

1.03 6.5 in^4

0.8 in²

2.83 in

0.40 in
677.4 in^4

4.35 in

0.153 in²

34.3 in²
Calculate the Combined Section Properties:

Calculate the Section Properties based on Outer Radius (Note: These Calculations Assume there is no core in the pole)

6.66 in
Calculate the Section Properties based on Inner Radius (Note: These Calculations Assume there is no core in the pole)

3.06 in
If the inner raidius is outside the compression zone, I i & A i will be set to 0

6.15 in

3.99 in

13.32 in
3B

0.90 6.125 in

10.32 in

0.5 in
12 0.82
230.0 ksi
270.0 ksi

9.5 ksi
29000.0 ksi

0.64 a
ai
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
11 engineer: CLC
design: Musco Pole Design 3B
Pole Calcuations - Page 2
Determine Concrete Compression Forces (Bending Only)
Conclusion Continued
B. Compute the Effective Compression Area
Note:

Apscomp = N c * A ps =
Ae = A c - A pscomp =
C.

Fc = A e * 0.85 * f' c =
Determine Steel Tensile Forces
Calculate the Total Prestressing Force.
fse = IPF * PLF * f pu = Total Prestressing Stress
εse = f se /E s = Prestressing Strain
fpy /E s = Maximum Tendon Yield Strain
Fps = ε se * A st * E s = Force in Single Prestress Strand Ft = Σ Line Forces = From the Tension Line Table
Converge the Forces to Achieve a Balance Condition
c =
Fc - Ft =
Converge the Forces to Achieve a Balance Condition 0
A. Compressive Force Moment
Mcf = (F c*y c)/(12*in/ft) =
B. Tension Force Moment
Mt = ΣM ti = Sum of Moments in the Tendon Line Table
Calculate Ultimate Moment Capacity
Extreme Tensile Strain = Within Transition Zone
Mn = M cf + M t =
Ma = ΦM n =
Mcr = Cracking Moment (See Page 3)
Calculate Development Length
fse =
fpy / f pu =
γp =
Approximate f ps = (1-( γp*ρ*f pu ))/(f' c*ß 1)*f pu = ACI 318-14 Eqn 20.3.2.3.1 Ld = (f se /3000)*d b + (f ps -f se )/1000 * d b = ACI 318-14 Eqn 25.4.8.1 38.8 in

87.4 k*ft

40.6 k*ft
273.5 kip
0 kip
273.5 kip
Effective Area of Concrete in Compression
Compute the Compression Force

21.7 6.15 in

0.46 in²

33.87 in²

0.0049

0.0079
141.7 ksi
Then number of strands in compression (N c) is
determinde by the results of the calculations in the
Tendon Strain Table.
172.1 ksi

0.0028
127.9 kip*ft
115.2 kip*ft

57.2 kip*ft
141.7 ksi

0.85 0.40
Centroid of Effective
Concrete Compression Area
~
Effective Concrete
Compression Area
Neutral Axis
a
ro
d
c
Tendon with Maximum
Tensile Strain y͞
y͞c
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
12 engineer: CLC
design: Musco Pole Design 3B
Pole Calcuations - Page 3
Calculation of Mcr and Other Properties
nt = n - n c =
dp = Σ Elevations of Tendons in Tension/n t =
Distance from Centroid of Tension Steel to Center of Pole d = d p - r o =
bo = D o - d p =
Area of the Outer Region Determined by b o
Aco ' = r o²*cos -1 ((r o-b o)/r o)-((r o-b o)*√((2*r o*b o)-r o²)) = Area of the Outer Region Determined by b i
bi = b o - (r o - r i) =
Aci ' = r i²*cos-1((r i-b i)/r i)-((r i-b i)*√((2*r i*b i)-r i²)) = A'' = A co '-A ci '=
Atot = π*(r o²-r i²) = Total Concrete Area
bdp = A t = A tot - A'' =
fr = 7.5*√f' c = Modulus of Rupture
fpe = n*A ps *f se /A tot =
Ig = π/4 * ((D o)4-(D i)4) = Moment of Inertia of Gross Section Mcr = (f r+f pe )/A t*(I g/r o) = Cracking Moment (ACI 318-14 24.2.3.9) ρ = Reinforcement Ratio

57.2 k*in
2367.6 psi
731.0 psi

0.0207
9 8.23 in

1.57 in

5.09 in

49.0 in²

1.50 in

5.6 in²

43.4 in²
109.9 in²

66.5 in²
1476.12 in
ri
ro dp
At
rt
Centroid of the
Strand in Tension
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
13 project:
project number:
engineer: CLC
design: Musco Pole Design 3B
Pole Calcuations - Tendon Line Tension Table
ACI 318-14
nt = Number of Tendons Aps = Area of a Strand
E = Modulus of Elasticity c =
15 16
17 18
10 11
14 12
13 273.53

0.00 0.00

0.00 1787.76
19 20
21 22
23 24

0.0000
25 26

40.56 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

56.7644

45.5879
MOMENT
(FT-KIPS)

16.06 26.97

14.64 0.0000

0.0000

34.4114

26.2297

11.6175

0.00 0.00

0.00 0.00

0.00 0.00

1.95 -5.92
-8.64
-4.50

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 75.93

0.00 0.00

0.00 0.00

0.00 0.0000

0.0000

0.0000

0.0000
Σ =

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
LINE
n

LINE STRAIN
S(e
b + εse )

0.0077

0.0059

0.0026

0.0000

0.0000

0.0128

0.0078

0.0103

0.0146
1 2
3 4
5 6
7 8
9 12 0.153 in²
29000 ksi 6.15 in

0.0000

0.0000
fps
(KSI)
222.03
424.48
371.01
297.96
224.91
171.44

0.0000

0.0000

0.0000
FORCE
(KIPS)

33.9705

64.9462
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
14 project:
project number:
engineer: CLC
design: Musco Pole Design 3B
Pole Calcuations - Tendon Line Tension Table
ACI 318-14
nt = Number of Tendons c = From Iteration
ro = Outer Radius εse = Prestressing Strain
Dtc = Diameter of Tendon Circle εsmax = Maximum Tendon Yield Strain a = ß1 * c
Σ = 3
0 0
0 0
0 0.00

0.00 0.00

0.00 0.00

0.00 0
0 0
0 0
0 0.00

0.00 0.00

0.00 0.00

0.00 0.00
0 0

11.82 11.13

9.24 6.66

4.08 0.00

0.00 0.0077

0.0073

0.0064

0.0051

0.0039

0.0030

0.0026
0 0
0 0
0 1
1 NA

0.0064

0.0073

0.00 4.08

6.66 9.24

11.13 0.00
0 0
1 0.0003
-0.0010
-0.0019
-0.0023
-0.0019
-0.0010
NA
NA
NA
NA
NA
NA
NA

0.0024
NA
NA
NA
NA
NA

4.08 6.66

9.24 2.19
NA
NA
NA
NA
NA

0.0030

0.0039

0.0051
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

11.13 NA
NA
NA
NA
NA
NA
NA
NA NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
120
150
180

11.82 11.13

9.24 6.66

4.08 2.19

1.50 NA
NA
NA
NA
0 30
60 NA
NA
NA
NA
NA
NA

2.09 2.62

3.14 3.67

4.19 4.71
240
270
300
NA
NA
TENDON w/in
COMP. BLOCK?
(Y = 1, N = 0)
TENDON ELEV.

TO THOSE IN TEN.
(FROM COMP. SIDE)

BENDING
STRAIN
εb
TOTAL
STRAIN
εb + e se
NA
NA
NA
NA

5.24 5.76

0.00 0.52

1.05 1.57
22 23
24 25
26 16
17 18
19 20
21 10
11 12
13 14
15 4
5 6
7 8
9 (DEGREES)
TENDON
#
1 2
3 12

6.66 in

10.32 3.99 in
ANGLE
(FROM VERT)
(RADIANS)

74.04 in

6.15 in

0.0049

0.0079
0 0
0 NA
NA
NA
NA
330

0.0003

0.0015
210
90 0.0024

0.0015
(FROM COMP. SIDE)

0.0028
TENDON ELEV.
(INCHES)
ANGLE
(FROM VERT)
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
15 1/26/2023 LS70-C Wind
POLE DESIGNATION: LSS70-C W/ 6 FIXTURES MAX. JOB NO: 363.631 MANUFACTURER: MUSCO PROJECT: Heroes Park
PROJECT NO: 142362 LOCATION: Lake Forest, CA

ASCE 7-16 POLE ID: C2
WIND CRITERIA 95 MPH,EXP C | P = SUPERIMPOSED WT + POLE WT LOAD COMB 1.2 DEAD + 1.0 WIND v
^ |||a <-- <--FIXTURES, F/Af= qz*Gf*Cf = 32.47 PSF MA X (29.4-1) LED 1200 | |v| <-- <--where qz=.00256*Kz*Kzt*Kd*Ke(V) 2 = 27.26 PSF MAX (26.10-1) EPA/FIXTURE*, Af = 2.3 ft2 | ||| <-- <---
D.L./FIXTURE** = 56.0 lbs | |v| <-- ATTACHMENT NUMBER DIST. FROM PA Cf EPA Kz qz WIND,F WEIGHT,P D.L. ECE/FIXTURE*** = 20.0 lbs | ||| <-- TYPE TOP PO LE,FT SQ FT SQ FT PSF LBS LBS * EPA = EFFECTIVE PROJECTED AREA OF LIGHT FIXTURE | |v| <-- LED1200 3.0 0.5 1.0 2.31 1.178 27.22 224 168 INCLUDING CROSSARM, PER MUSCO ||| <-- LED900 3.0 0.5 1.93 1.3 2.51 1.178 27.22 244 153 ** D.L.= DEAD LOAD OF FIXTURE, & l |v| <-- 0.0 5.5 1.3 2.31 1.160 26.81 0 0 CROSSARM, PER MUSCO ||| <-- 0.0 8.0 1.3 2.31 1.151 26.59 0 0 ***D.L.= DEAD LOAD OF ECE, | |v| <-- 0.0 10.5 1.3 2.31 1.141 26.37 0 0 PER MUSCO | ||| <-- 0.0 13.0 1.3 2.31 1.131 26.14 0 0 | |v| <-- 0.0 15.5 1.3 2.31 1.121 25.90 0 0
| ||| <-- 0.0 18.0 1.3 2.31 1.110 25.66 0 0
| |v| <-- LED575 2.0 56.2 1.82 1.3 2.37 0.855 19.75 111 109 | ||| <-- LED575 1.0 56.2 1.98 1.3 2.57 0.855 19.75 60 65 | |v| <-- ECE 9.0 59.5 9.00 1.3 11.70 0.849 19.61 273 180 v | |b <-- TOTALS = 913 675
POLE, F/Af= qz*Gf*Cf = 22.73 PSF MAX (29.4-1)
where qz=.00256*Kz*Kzt*Kd*Ke(V)
2 = 27.26 PSF MAX (26.10-1)

LOADING DIAGRAM
INPUT
-> l = 71.72 ft. (ht. from adj. grade)
-> l = 71.72 ft. (ht. from grade)
->tA = 0.125 in. (pole thk. @ top)
->dA = 7.00 in. (pole diam. @ top)
->dB = 15.75 in. (pole diam. @ btm)
->tB = 0.179 in. (pole thk. @ btm)
->Fy = 38.0 ksi (fixt mount sect. = 5.25 ft)
->Fy = 55.0 ksi (other pole sect.)
-> E = 29,000 ksi
->Kzt= 1 (Figure 26.8-1)
->Kd = 1 (Table 26.6-1)
-> Kz = 1.180 MAX-EXP C @ 71.7 FT. (Table 26.10-1)
->Ke = 1.00 (Table 26.9-1)
-> Cf = 1.00 LIGHT FIXTURE (INCLUDED IN EPA)
-> Cf = 0.700 MAX (VARIES 0.5-1.2 FOR RND POLE) (Figure 29.4-1) POLE DAMPING, beta= 0.025 Per Musco test
OUTPUT
-> POLE NATURAL FREQUENCY = 0.528 Hz 1/(2PI*(DELTA/386)^0.5) where DELTA is due to self weight Section 26.11.5 Gust-Effect Factor -> Gf= 1.19 (Section 26.11.5) (Reference Vibration Problems in Engineering by Timoshenko, 4th ED. pg.34) constant epsilon,e = 0.2 Lz = 527.3
Pole Properties: constant l = 500 N1 = 2.953
Ia = 15.96 in4 taper = 0.140 in/ft Vz = 94.34 Rn = 0.071 Ib = 265 in4 db/da = 2.250 4.6n1h/Vz = 1.848
ra = 2.431 in rb = 5.506 in. 4.6n1B/Vz = 0.024 R = 1.039 Aa = 2.700 in2 Ab = 8.76 in2 15.4n1L/Vz = 0.082 gR = 4.035 Sa = 4.56 in3 Sb = 33.70 in3 c = 0.200
From Critical Buckling Loads of Tapered Columns, ASCE 2/62: Rh = 0.398 Iz = 0.191 n = Log (Ib/(Ia)/Log (dB/dA) = 3.47 RB = 0.984 Q = 0.920 P* = (Ib/Ia)/(Ib/Ia)^.333 = 6.5 RL = 0.948 G = 0.886
kl/req* (1/(P*)^.5)[kl/ra] = 291 (where k= 2.1) Gf = 1.191 AISC 360-16 Specification Table B4.1, Case 15
for Fy = 55.0 KSI 38 KSI
D/t < .45E/Fy = 237 343 (MAX) SHEAR,F= 1.309 KIPS MOMENT, M = 50.75 K-FT e= M/F = 38.76 FT AXIAL,P = 2.212 KIPS ASD Forces at groundline (for foundation design) D/t < .31E/Fy = 163 237 Noncompact SHEAR,F= 2.182 KIPS MOMENT, M = 84.59 K-FT e= M/F = 38.76 FT AXIAL,P = 2.654 KIPS Nominal Forces at groundline D/t < .07E/Fy = 37 53 Compact M
D/t < .11E/Fy = 58 84 Slender element Section for Uniform Compression Pole Stress Check = 0.558 Max. Deflection = 41.720 Inch <0.10H= 86 Inch AASHTO 10.4.2 < ΦMn= 159 K-FT Precast Base O.K.

Max. < 1 Pole O.K.
(B1, B2, C1, E3 Sim.)
Page
16 1/26/2023 LS70-C Wind
Distance Outside E3-4 E3-2 or E3-3 F8.1-F8.4 H1-1b H1-1a 2nd Order 1st Order C2.2a Total E7-19 from top Diameter Pole Cf Design comp Acting Design flex. Req'd flex. for for /1st Order Req'd shear Delta P-Delta 2nd Order ACTING DEFL of Pole of Pole,D thick,t D/t Kz qz Pole kl/r Fe strength, Pn unfactored, Pr strength, Mn strength, Mr Pr/Pc Pr/Pc <0.2 Pr/Pc ≥ 0.2 Moment CSR strength,, F Moment Moment Q MOM DUE M/I DUE TO DL FT IN IN PSF eqiv. KIPS KIPS K-FT K-FT FT-K O.K. KIPS IN FT -K FT-K TO DL IN

0 7.00 0.125 56.0 1.180 27.26 0.7 291 3.37 7.19 0.000 16.71 0.0 0.000 0.000 N.A. 1.000 Y 0.000 41.7 0.0 0.0 1.185 0.00 0.000 3 5.03 1 7.00 0.125 56.0 1.177 27.18 0.7 291 3.37 7.19 0.330 16.71 0.2 0.055 0.044 N.A. 1.140 Y 0.481 40.7 0.0 0.3 1.185 0.00 0.011 3 4.21 2 7.00 0.125 56.0 1.173 27.10 0.7 291 3.37 7.19 0.339 16.71 0.7 0.057 0.076 N.A. 1.094 Y 0.495 39.7 0.1 0.8 1.185 0.34 0.032 3 3.39 3 7.00 0.125 56.0 1.170 27.02 0.7 291 3.37 7.19 0.349 16.71 1.2 0.058 0.109 N.A. 1.084 Y 0.508 38.7 0.1 1.3 1.185 0.68 0.054 3 2.57 4 7.00 0.125 56.0 1.166 26.94 0.7 291 3.37 7.19 0.358 16.71 1.7 0.060 0.143 N.A. 1.080 Y 0.521 37.6 0.1 1.9 1.185 1.04 0.076 3 1.75 5 7.00 0.125 56.0 1.162 26.85 0.7 291 3.37 7.19 0.371 16.71 2.3 0.062 0.178 N.A. 1.078 Y 0.534 36.6 0.2 2.4 1.185 1.40 0.078 3 0.93 6 7.36 0.179 41.1 1.159 26.77 0.7 291 3.37 10.75 0.385 37.03 2. 8 0.043 0.103 N.A. 1.077 Y 0.547 35.6 0.2 3.0 1.154 1.78 0.074 30.12 7 7.50 0.179 41.9 1.155 26.68 0.7 291 3.37 10.96 0.400 38.35 3. 4 0.044 0.116 N.A. 1.076 Y 0.561 34.6 0.3 3.6 1.145 2.17 0.084 29.32 8 7.64 0.179 42.7 1.151 26.59 0.7 291 3.37 11.17 0.414 39.70 3. 9 0.045 0.129 N.A. 1.075 Y 0.575 33.7 0.3 4.2 1.136 2.58 0.093 28.52 9 7.78 0.179 43.4 1.147 26.51 0.7 291 3.37 11.38 0.429 41.07 4. 5 0.045 0.141 N.A. 1.075 Y 0.589 32.7 0.3 4.9 1.128 3.00 0.101 27.72 10 7.92 0.179 44.2 1.143 26.42 0.7 291 3.37 11.59 0.444 42.46 5 .1 0.046 0.152 N.A. 1.075 Y 0.604 31.7 0.4 5.5 1.12 3.43 0.109 26.94 11 8.06 0.179 45.0 1.139 26.33 0.7 291 3.37 11.80 0.460 43.87 5 .7 0.047 0.164 N.A. 1.074 Y 0.618 30.8 0.4 6.1 1.112 3.89 0.11 7 26.15 12 8.20 0.179 45.8 1.135 26.23 0.7 291 3.37 12.01 0.475 45.31 6 .3 0.047 0.174 N.A. 1.074 Y 0.633 29.8 0.5 6.8 1.104 4.35 0.12 3 25.38 13 8.34 0.179 46.6 1.131 26.14 0.7 291 3.37 12.22 0.491 46.77 7 .0 0.048 0.185 N.A. 1.074 Y 0.648 28.9 0.5 7.5 1.097 4.84 0.13 0 24.61 14 8.48 0.179 47.4 1.127 26.05 0.7 291 3.37 12.43 0.507 48.25 7 .6 0.049 0.195 N.A. 1.074 Y 0.663 27.9 0.6 8.2 1.09 5.34 0.136 23.85 15 8.62 0.179 48.1 1.123 25.95 0.7 291 3.37 12.64 0.524 49.75 8 .3 0.050 0.204 N.A. 1.074 Y 0.679 27.0 0.6 8.9 1.083 5.85 0.14 1 23.09 16 8.76 0.179 48.9 1.119 25.85 0.7 291 3.37 12.85 0.540 51.28 9 .0 0.050 0.214 N.A. 1.073 Y 0.694 26.1 0.7 9.7 1.076 6.38 0.14 6 22.35 17 8.90 0.179 49.7 1.115 25.76 0.7 291 3.37 13.06 0.557 52.83 9 .7 0.051 0.223 N.A. 1.073 Y 0.710 25.2 0.7 10.4 1.07 6.93 0.15 1 21.61 18 9.04 0.179 50.5 1.110 25.66 0.7 291 3.37 13.27 0.574 54.41 1 0.4 0.052 0.232 N.A. 1.073 Y 0.726 24.4 0.8 11.2 1.064 7.50 0. 156 20.88 19 9.18 0.179 51.3 1.106 25.55 0.7 291 3.37 13.48 0.592 56.00 1 1.2 0.053 0.240 N.A. 1.073 Y 0.742 23.5 0.8 12.0 1.057 8.08 0. 160 20.16 20 9.32 0.179 52.1 1.102 25.45 0.7 291 3.37 13.69 0.610 57.62 1 1.9 0.053 0.248 N.A. 1.073 Y 0.758 22.6 0.9 12.8 1.052 8.68 0. 164 19.45 21 9.46 0.179 52.8 1.097 25.35 0.7 291 3.37 13.90 0.628 59.26 1 2.7 0.054 0.256 N.A. 1.072 Y 0.775 21.8 0.9 13.6 1.046 9.30 0. 167 18.75 22 9.60 0.179 53.6 1.092 25.24 0.7 291 3.37 14.11 0.646 60.93 1 3.5 0.055 0.264 N.A. 1.072 Y 0.792 21.0 1.0 14.4 1.04 9.94 0.1 71 18.06 23 9.74 0.179 54.4 1.088 25.13 0.7 291 3.37 14.32 0.665 62.61 1 4.3 0.056 0.272 N.A. 1.072 Y 0.809 20.1 1.0 15.3 1.035 10.59 0 .174 17.38 24 9.88 0.179 55.2 1.083 25.02 0.7 291 3.37 14.53 0.683 64.32 1 5.1 0.056 0.279 N.A. 1.072 Y 0.826 19.3 1.1 16.2 1.03 11.26 0. 177 16.71 25 10.02 0.179 56.0 1.078 24.91 0.7 291 3.37 14.74 0.702 66.05 15.9 0.057 0.287 N.A. 1.071 Y 0.843 18.6 1.1 17.0 1.025 11.96 0.180 16.06 26 10.16 0.179 56.7 1.073 24.80 0.7 291 3.37 14.95 0.722 67.81 16.8 0.058 0.294 N.A. 1.071 Y 0.860 17.8 1.2 18.0 1.02 12.67 0 .183 15.41 27 10.30 0.179 57.5 1.068 24.68 0.7 291 3.37 15.16 0.741 69.59 17.6 0.059 0.301 N.A. 1.071 Y 0.878 17.0 1.2 18.9 1.015 13.40 0.185 14.77 28 10.44 0.179 58.3 1.063 24.57 0.7 291 3.37 15.37 0.761 71.39 18.5 0.059 0.307 N.A. 1.070 Y 0.895 16.3 1.3 19.8 1.01 14.15 0 .188 14.14 29 10.58 0.179 59.1 1.058 24.45 0.7 291 3.37 15.58 0.782 73.21 19.4 0.060 0.314 N.A. 1.070 Y 0.913 15.6 1.4 20.8 1.006 14.92 0.190 13.53 30 10.72 0.179 59.9 1.053 24.33 0.7 291 3.37 15.79 0.801 75.06 20.3 0.061 0.320 N.A. 1.070 Y 0.931 14.8 1.4 21.8 1.001 15.71 0.205 12.92 31 10.42 0.179 58.2 1.048 24.20 0.7 291 3.37 15.34 0.821 71.18 21.3 0.064 0.352 N.A. 1.069 Y 0.949 14.1 1.5 22.8 1.011 16.53 0.220 12.33 32 10.56 0.179 59.0 1.042 24.08 0.7 291 3.37 15.55 0.841 73.00 22.2 0.065 0.358 N.A. 1.069 Y 0.967 13.5 1.5 23.8 1.006 17.36 0.221 11.75 33 10.70 0.179 59.8 1.036 23.95 0.7 291 3.37 15.76 0.862 74.84 23.2 0.066 0.364 N.A. 1.068 Y 0.984 12.8 1.6 24.8 1.002 18.21 0.223 11.18 34 10.84 0.179 60.6 1.031 23.81 0.7 291 3.37 15.97 0.882 76.71 24.2 0.066 0.370 N.A. 1.068 Y 1.002 12.2 1.6 25.9 0.997 19.08 0.225 10.63 35 10.98 0.179 61.3 1.025 23.68 0.7 291 3.37 16.18 0.903 78.60 25.2 0.067 0.376 N.A. 1.068 Y 1.020 11.5 1.7 26.9 0.993 19.97 0.226 10.09 36 11.12 0.179 62.1 1.019 23.54 0.7 291 3.37 16.39 0.924 80.51 26.2 0.068 0.382 N.A. 1.067 Y 1.038 10.9 1.8 28.0 0.989 20.89 0.227 9.56 37 11.26 0.179 62.9 1.013 23.40 0.7 291 3.37 16.60 0.946 82.44 27.3 0.068 0.387 N.A. 1.067 Y 1.056 10.3 1.8 29.1 0.985 21.82 0.229 9.05 38 11.40 0.179 63.7 1.007 23.26 0.7 291 3.37 16.81 0.968 84.40 28.4 0.069 0.393 N.A. 1.066 Y 1.075 9.7 1.9 30.2 0.981 22.78 0 .230 8.55 39 11.54 0.179 64.5 1.000 23.11 0.7 291 3.37 17.02 0.990 86.38 29.4 0.070 0.398 N.A. 1.066 Y 1.093 9.2 1.9 31.4 0.977 23.76 0 .231 8.06 40 11.68 0.179 65.3 0.994 22.96 0.7 291 3.37 17.23 1.012 88.38 30.5 0.070 0.403 N.A. 1.065 Y 1.112 8.6 2.0 32.5 0.974 24.76 0 .232 7.59 41 11.82 0.179 66.0 0.987 22.81 0.7 291 3.37 17.44 1.034 90.41 31.7 0.071 0.408 N.A. 1.064 Y 1.130 8.1 2.0 33.7 0.97 25.78 0. 233 7.13 42 11.96 0.179 66.8 0.980 22.65 0.7 291 3.37 17.65 1.057 92.46 32.8 0.072 0.413 N.A. 1.064 Y 1.149 7.6 2.1 34.9 0.967 26.82 0 .234 6.69 43 12.10 0.179 67.6 0.973 22.49 0.7 291 3.37 17.86 1.080 94.53 34.0 0.073 0.418 N.A. 1.063 Y 1.168 7.1 2.1 36.1 0.963 27.89 0 .235 6.26 44 12.24 0.179 68.4 0.966 22.32 0.7 291 3.37 18.07 1.104 96.62 35.1 0.073 0.423 N.A. 1.063 Y 1.187 6.6 2.2 37.3 0.96 28.99 0. 235 5.84 45 12.38 0.179 69.2 0.959 22.15 0.7 291 3.37 18.28 1.127 98.74 36.3 0.074 0.428 N.A. 1.062 Y 1.205 6.1 2.3 38.6 0.956 30.10 0 .236 5.44 46 12.52 0.179 69.9 0.951 21.97 0.7 291 3.37 18.49 1.151 100.8 8 37.6 0.075 0.432 N.A. 1.061 Y 1.224 5.7 2.3 39.9 0.953 31.24 0.237 5.05 47 12.66 0.179 70.7 0.943 21.79 0.7 291 3.37 18.70 1.175 103.0 4 38.8 0.075 0.437 N.A. 1.061 Y 1.244 5.3 2.4 41.1 0.95 32.40 0 .237 4.67 48 12.80 0.179 71.5 0.935 21.60 0.7 291 3.37 18.91 1.200 105.2 2 40.0 0.076 0.441 N.A. 1.060 Y 1.263 4.8 2.4 42.4 0.947 33.59 0.238 4.31 49 12.94 0.179 72.3 0.926 21.40 0.7 291 3.37 19.12 1.224 107.4 3 41.3 0.077 0.446 N.A. 1.059 Y 1.282 4.5 2.5 43.8 0.944 34.80 0.238 3.97 50 13.08 0.179 73.1 0.918 21.20 0.7 291 3.37 19.33 1.249 109.6 6 42.6 0.078 0.450 N.A. 1.059 Y 1.301 4.1 2.5 45.1 0.941 36.04 0.239 3.64 Page
17 1/26/2023 LS70-C Wind51 13.22 0.179 73.9 0.909 20.99 0.7 291 3.37 19.54 1.275 111.9 1 43.9 0.078 0.454 N.A. 1.058 Y 1.320 3.7 2.5 46.5 0.938 37.30 0.239 3.32 52 13.36 0.179 74.6 0.899 20.78 0.7 291 3.37 19.75 1.300 114.1 9 45.2 0.079 0.458 N.A. 1.057 Y 1.339 3.4 2.6 47.8 0.935 38.59 0.240 3.01 53 13.50 0.179 75.4 0.889 20.55 0.7 291 3.37 19.96 1.326 116.4 9 46.6 0.080 0.462 N.A. 1.056 Y 1.358 3.0 2.6 49.2 0.932 39.90 0.240 2.72 54 13.64 0.179 76.2 0.879 20.31 0.7 291 3.37 20.17 1.352 118.8 1 48.0 0.080 0.466 N.A. 1.056 Y 1.378 2.7 2.7 50.6 0.93 41.24 0 .241 2.45 55 13.78 0.179 77.0 0.869 20.07 0.7 291 3.37 20.38 1.378 121.1 5 49.4 0.081 0.470 N.A. 1.055 Y 1.397 2.4 2.7 52.1 0.927 42.60 0.241 2.19 56 13.92 0.179 77.8 0.857 19.81 0.7 291 3.37 20.58 1.405 123.5 2 50.8 0.082 0.474 N.A. 1.054 Y 1.416 2.2 2.8 53.5 0.924 43.99 0.241 1.94 57 14.06 0.179 78.6 0.849 19.61 0.7 291 3.37 20.79 1.606 125.9 1 52.3 0.093 0.484 N.A. 1.053 Y 1.607 1.9 2.8 55.1 0.922 45.41 0.242 1.71 58 14.20 0.179 79.3 0.849 19.61 0.7 291 3.37 21.00 1.633 128.3 2 53.9 0.093 0.489 N.A. 1.053 Y 1.626 1.7 2.8 56.7 0.919 47.03 0.243 1.49 59 14.34 0.179 80.1 0.849 19.61 0.7 291 3.37 21.21 1.660 130.7 5 55.5 0.094 0.494 N.A. 1.052 Y 1.645 1.4 2.9 58.4 0.917 48.68 0.244 1.29 60 14.48 0.179 80.9 0.849 19.61 0.7 291 3.37 21.42 1.868 133.2 1 57.3 0.105 0.504 N.A. 1.051 Y 1.938 1.2 2.9 60.2 0.914 50.35 0.246 1.10 61 14.62 0.179 81.7 0.849 19.61 0.7 291 3.37 21.63 1.896 135.6 9 59.3 0.105 0.511 N.A. 1.050 Y 1.958 1.0 2.9 62.2 0.912 52.23 0.248 0.93 62 14.76 0.179 82.5 0.849 19.61 0.7 291 3.37 21.84 1.924 138.1 9 61.2 0.106 0.517 N.A. 1.049 Y 1.978 0.8 3.0 64.2 0.91 54.14 0 .249 0.77 63 14.90 0.179 83.2 0.849 19.61 0.7 291 3.37 22.05 1.952 140.7 2 63.2 0.106 0.524 N.A. 1.048 Y 1.998 0.7 3.0 66.2 0.907 56.08 0.251 0.62 64 15.04 0.179 84.0 0.849 19.61 0.7 291 3.37 22.26 1.981 143.2 7 65.2 0.107 0.530 N.A. 1.047 Y 2.019 0.5 3.0 68.3 0.905 58.05 0.252 0.49 65 15.18 0.179 84.8 0.849 19.61 0.7 291 3.37 22.47 2.010 145.8 4 67.3 0.107 0.536 N.A. 1.046 Y 2.039 0.4 3.1 70.3 0.903 60.04 0.254 0.38 66 15.32 0.179 85.6 0.849 19.61 0.7 291 3.37 22.68 2.039 148.4 3 69.3 0.108 0.542 N.A. 1.045 Y 2.060 0.3 3.1 72.4 0.901 62.07 0.255 0.28 67 15.46 0.179 86.4 0.849 19.61 0.7 291 3.37 22.89 2.069 151.0 5 71.4 0.108 0.547 N.A. 1.044 Y 2.081 0.2 3.1 74.5 0.899 64.12 0.256 0.19 68 15.60 0.179 87.2 0.849 19.61 0.7 291 3.37 23.10 2.098 153.6 9 73.5 0.109 0.553 N.A. 1.043 Y 2.102 0.1 3.1 76.6 0.897 66.20 0.257 0.12 69 15.74 0.179 87.9 0.849 19.61 0.7 291 3.37 23.31 2.128 156.3 5 75.6 0.110 0.558 N.A. 1.042 Y 2.123 0.1 3.1 78.7 0.895 68.32 0.258 0.07 70 15.88 0.179 88.7 0.849 19.61 0.7 291 3.37 23.52 2.159 159.0 3 77.7 0.110 0.564 N.A. 1.041 NA 2.145 0.0 3.1 80.9 0.893 70.46 0.259 0.03 71 16.02 0.179 89.5 0.849 19.61 0.7 291 3.37 23.73 2.189 161.7 4 79.9 0.111 0.569 N.A. 1.039 NA 2.167 0.0 3.2 83.0 0.891 72.63 0.260 0.01 72 16.16 0.179 90.3 0.849 19.61 0.7 291 3.37 23.94 2.220 164.4 7 82.0 0.111 0.574 N.A. 1.038 NA 2.189 0.0 3.2 85.2 0.889 74.84 0.000 0.00 Page
18 KNA

STRUCTURAL ENGINEERS
Seismic Loading
Reference: 2019 CBC, ASCE 7-16
INPUT:

Job Location: Lake Forest, CA
Site Class D-Default
ATC

0.2 Sec MCE, Ss 1.211 g ATC

1.0 Sec MCE, S1 0.436 g ATC
Site Coeff., Fa 1.200 ATC
Site Coeff., Fv 1.864 ATC
SMS = Fa SS 1.453 g ATC

SM1 = Fv S1 0.813 g ATC
SDS = 2/3SMS 0.969 g ATC
SD1 = 2/3SM1 0.542 g ATC
Ts =SD1/SDS 0.559 sec
Long Period transition period, TL 8.0 sec ASCE 7-16 -Figure 22-12 Risk Category II Table 1604.5
Seismic Design Category D 2019 CBC Section 1613.3.5
OUTPUT:

Light Pole Class LS70-C
Fundamental Period, T 1.89 sec 1/Pole Natural Frequency

Seismic coeff., R 1.5 ASCE 7-16 Table 15.4-2
Overstrength Factor,
Ω 1.5 ASCE 7-16 Table 15.4-2
Importance Factor, I 1.00 ASCE 7-16 Section 15.4.1.1 & Table 1.5-2 Redundancy factor, ρ 1.0 ASCE 7-16 Section 15.6

DESIGN SEISMIC FORCE
V = C
SW ASCE 7-16 Eqn. 12.8-1
CS = SDS/(R/I) for T≤TS 0.646 g ASCE 7-16 Eqn. 12.8-2
Cs max. for 1.5Ts <T≤ TL, Cs =1.5 SD1/T(R/I) 0.286 g ASCE 7-16 Sect. 11.4.8 & Eqn. 12.8-3 C
S min = 0.044S DSI ≥ 0.03 0.043 g ASCE 7-16 Eqn. 15.4-1 if S1≥ 0.6g, CS min = 0.8S1/(R/I) N.A. g ASCE 7-16 Eqn. 15.4-2 Load Combination, 1.2D+ 1.0E ASCE 7-16 Section 2.3.2 Load Comb 5 where E = Eh + Ev ASCE 7-16 Eqn. 12.4-1
and Eh = pQ
E 0.286 W ASCE 7-16 Eqn. 12.4-3
and Ev = 0.2SDSD 0.194 D ASCE 7-16 Eqn. 12.4-4
Load Combination, 1.2D + (pQe + 0.2SDSD)
Load Combination, 1.2D + (pQe + 0.2SDSD) 1.394 D + 0.286 W Total Seismic Weight, W = 2.930 kips See following page SEISMIC SHEAR, V = 1.032 kips < 2.182 kips WIND SHEAR WIND CONTROLS 1/26/2023 Page
19 KNA

STRUCTURAL ENGINEERS
Seismic Loading
Vertical Distribution of Seismic Force, Fx = CvxV ASCE7-16 Eqn. 12.8-11 & Section 12.8.5 k= 1.696
Item w hx wxhx
k
wxhx
k/∑wxhx
k Cvx*V OTM
fixtures 0.168 71.24 233 0.191 0.160 11.39
fixtures 0.153 71.24 213 0.174 0.146 10.37
0 0.000 0.000 0.00
0 0.000 0.000 0.00
Top Pole Section 0.063 69.13 83 0.068 0.057 3.94
2nd Pole Section 0.491 54.20 429 0.350 0.294 15.93
1st Pole Section 1.026 22.85 207 0.169 0.142 3.24
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
LED575 0.109 15.50 11 0.009 0.008 0.12
LED575 0.065 15.50 7 0.006 0.005 0.07
ECE 0.180 15.00 18 0.015 0.012 0.18
1/2 Precast base above grade 0.675 8.00 23 0.019 0.016 0.13 Sum 2.930 1225 1.000 0.839 45.37
Total Dead Load at grade 3.604
SEISMIC OTM = 45.37 kip-ft < 84.59 kip-ft Wind OTM WIND CONTROLS 1/26/2023 Page
20 engineer: CLC
design: Musco Pole Design 4B
Pole Calcuations - Page 1
ACI 318-14
Inputs
Pole Type fpy = Strand Yield Strength
Do = Outer Diameter fpu = Strand Ultimate Strength
Di = Inner Diameter f' c = 28 Day Strength of Concrete Dtc = Diameter of Tendon Circle Es = Elastic Modulus of Strand dt = Strand Diameter IPF = Initial Prestress Factor
n = Number of Tendons PLF = Prestress Loss Factor
Aps = Area of Single Strand a =
Φ = Resistance Factor c =
ß1 = f'c ≥ 8 ksi
Determine Concrete Compression Forces (Bending Only)
Calculate the Properties of the Compression Zone
A.
co = D o/3 = Initial Guess
ro = D o /2 =
Θo = 2 * cos -1 ((r o - a)/r o) =
Io = r o
4/8* Θ o- sin(Θ o)+(2*sin(Θ o)*sin(Θ o/2)²) =
Ao = (r o²*cos -1 *(r o-a)/r o)-((r o-a)*√((2*r o*a)-a²) = yro = (4*r o*sin(Θ o/2)³)/(3*(Θ o-sin(Θ .))) =
B.
ri = D i/2 =
ai =
Θi = 2 * cos -1 ((r i - a i)/r i) =
Ii = r i
4/8* Θ i- sin(Θ i)+(2*sin(Θ i)*sin(Θ i/2)²) =
Ai = (r i²*cos -1 *(r i-a)/r i)-((r i-a)*√((2*r i*a)-a²) = yri = (4*r i*sin(Θ i/2)³)/(3*(Θ i-sin(Θ i))) =
Note:

Conclusion
A
Ac = A o - A i = Area of the Compression Zone
Ic = I o - (I i+A i+y ri ²) = Mass Moment of Intertia of Combined Section y = (A o*y o - A i*y i) / A c = Centroid for the Combined Arc Section yc = c + r o + y = Centroid for the Effective Compression Area A' = π*(r o²-r i²)-A c = Area of the Tension Zone with the Strand Included

3.76 in
100.4 in²

0.65 5.22 in

2.10 1194.3 in^4

37.95 in²

5.51 in

0.75 9.5 in^4

0.6 in²

4.01 in

0.29 in
1168.1 in^4

5.54 in

0.153 in²

37.4 in²
Calculate the Combined Section Properties:

Calculate the Section Properties based on Outer Radius (Note: These Calculations Assume there is no core in the pole)

7.835 in
Calculate the Section Properties based on Inner Radius (Note: These Calculations Assume there is no core in the pole)

4.19 in
If the inner raidius is outside the compression zone, I i & A i will be set to 0

6.06 in

3.94 in

15.67 in
4B

0.90 8.375 in

12.625 in

0.5 in
12 0.82
230.0 ksi
270.0 ksi

9.5 ksi
29000.0 ksi

0.64 a
ai
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
21 engineer: CLC
design: Musco Pole Design 4B
Pole Calcuations - Page 2
Determine Concrete Compression Forces (Bending Only)
Conclusion Continued
B. Compute the Effective Compression Area
Note:

Apscomp = N c * A ps =
Ae = A c - A pscomp =
C.

Fc = A e * 0.85 * f' c =
Determine Steel Tensile Forces
Calculate the Total Prestressing Force.
fse = IPF * PLF * f pu = Total Prestressing Stress
εse = f se /E s = Prestressing Strain
fpy /E s = Maximum Tendon Yield Strain
Fps = ε se * A st * E s = Force in Single Prestress Strand Ft = Σ Line Forces = From the Tension Line Table
Converge the Forces to Achieve a Balance Condition
c =
Fc - Ft =
Converge the Forces to Achieve a Balance Condition 0
A. Compressive Force Moment
Mcf = (F c*y c)/(12*in/ft) =
B. Tension Force Moment
Mt = ΣM ti = Sum of Moments in the Tendon Line Table
Calculate Ultimate Moment Capacity
Extreme Tensile Strain = Within Transition Zone
Mn = M cf + M t =
Ma = ΦM n =
Mcr = Cracking Moment (See Page 3)
Calculate Development Length
fse =
fpy / f pu =
γp =
Approximate f ps = (1-( γp*ρ*f pu ))/(f' c*ß 1)*f pu = ACI 318-14 Eqn 20.3.2.3.1 Ld = (f se /3000)*d b + (f ps -f se )/1000 * d b = ACI 318-14 Eqn 25.4.8.1 48.7 in

93.3 k*ft

83.5 k*ft
298.0 kip
0 kip
298.0 kip
Effective Area of Concrete in Compression
Compute the Compression Force

21.7 6.06 in

0.46 in²

36.90 in²

0.0049

0.0079
141.7 ksi
Then number of strands in compression (N c) is
determinde by the results of the calculations in the
Tendon Strain Table.
191.8 ksi

0.0040
176.8 kip*ft
159.2 kip*ft

75.7 kip*ft
141.7 ksi

0.85 0.40
Centroid of Effective
Concrete Compression Area
~
Effective Concrete
Compression Area
Neutral Axis
a
ro
d
c
Tendon with Maximum
Tensile Strain y͞
y͞c
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
22 engineer: CLC
design: Musco Pole Design 4B
Pole Calcuations - Page 3
Calculation of Mcr and Other Properties
nt = n - n c =
dp = Σ Elevations of Tendons in Tension/n t =
Distance from Centroid of Tension Steel to Center of Pole d = d p - r o =
bo = D o - d p =
Area of the Outer Region Determined by b o
Aco ' = r o²*cos -1 ((r o-b o)/r o)-((r o-b o)*√((2*r o*b o)-r o²)) = Area of the Outer Region Determined by b i
bi = b o - (r o - r i) =
Aci ' = r i²*cos-1((r i-b i)/r i)-((r i-b i)*√((2*r i*b i)-r i²)) = A'' = A co '-A ci '=
Atot = π*(r o²-r i²) = Total Concrete Area
bdp = A t = A tot - A'' =
fr = 7.5*√f' c = Modulus of Rupture
fpe = n*A ps *f se /A tot =
Ig = π/4 * ((D o)4-(D i)4) = Moment of Inertia of Gross Section Mcr = (f r+f pe )/A t*(I g/r o) = Cracking Moment (ACI 318-14 24.2.3.9) ρ = Reinforcement Ratio

75.7 k*in
1888.4 psi
731.0 psi

0.0166
9 9.75 in

1.92 in

5.92 in

66.7 in²

2.27 in

12.1 in²

54.6 in²
137.8 in²

83.1 in²
2718.19 in
ri
ro dp
At
rt
Centroid of the
Strand in Tension
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
23 project:
project number:
engineer: CLC
design: Musco Pole Design 4B
Pole Calcuations - Tendon Line Tension Table
ACI 318-14
nt = Number of Tendons Aps = Area of a Strand
E = Modulus of Elasticity c =
15 16
17 18
10 11
14 12
13 297.99

0.00 0.00

0.00 1947.62
19 20
21 22
23 24

0.0000
25 26

83.54 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

65.0605

51.1839
MOMENT
(FT-KIPS)

23.73 42.50

26.76 0.0000

0.0000

37.3073

27.1489

11.7154

0.00 0.00

0.00 0.00

0.00 0.00

7.59 -4.28
-8.34
-4.43

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 76.57

0.00 0.00

0.00 0.00

0.00 0.0000

0.0000

0.0000

0.0000
Σ =

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000

0.0000
LINE
n

LINE STRAIN
S(e
b + εse )

0.0079

0.0061

0.0026

0.0000

0.0000

0.0147

0.0084

0.0115

0.0159
1 2
3 4
5 6
7 8
9 12 0.153 in²
29000 ksi 6.06 in

0.0000

0.0000
fps
(KSI)
230.00
460.00
425.23
334.54
243.84
177.44

0.0000

0.0000

0.0000
FORCE
(KIPS)

35.1900

70.3800
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
24 project:
project number:
engineer: CLC
design: Musco Pole Design 4B
Pole Calcuations - Tendon Line Tension Table
ACI 318-14
nt = Number of Tendons c = From Iteration
ro = Outer Radius εse = Prestressing Strain
Dtc = Diameter of Tendon Circle εsmax = Maximum Tendon Yield Strain a = ß1 * c
Σ = 3
0 0
0 0
0 0.00

0.00 0.00

0.00 0.00

0.00 0
0 0
0 0
0 0.00

0.00 0.00

0.00 0.00

0.00 0.00
0 0

14.1475

13.30 10.99

7.84 4.68

0.00 0.00

0.0079

0.0079

0.0073

0.0058

0.0042

0.0031

0.0026
0 0
0 0
0 1
1 NA

0.0073

0.0079

0.00 4.68

7.84 10.99

13.30 0.00
0 0
1 0.0009
-0.0007
-0.0018
-0.0022
-0.0018
-0.0007
NA
NA
NA
NA
NA
NA
NA

0.0036
NA
NA
NA
NA
NA

4.68 7.84

10.99 2.37
NA
NA
NA
NA
NA

0.0031

0.0042

0.0058
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

13.30 NA
NA
NA
NA
NA
NA
NA
NA NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
120
150
180

14.15 13.30

10.99 7.84

4.68 2.37

1.52 NA
NA
NA
NA
0 30
60 NA
NA
NA
NA
NA
NA

2.09 2.62

3.14 3.67

4.19 4.71
240
270
300
NA
NA
TENDON w/in
COMP. BLOCK?
(Y = 1, N = 0)
TENDON ELEV.

TO THOSE IN TEN.
(FROM COMP. SIDE)

BENDING
STRAIN
εb
TOTAL
STRAIN
εb + e se
NA
NA
NA
NA

5.24 5.76

0.00 0.52

1.05 1.57
22 23
24 25
26 16
17 18
19 20
21 10
11 12
13 14
15 4
5 6
7 8
9 (DEGREES)
TENDON
#
1 2
3 12

7.84 in

12.625

3.94 in
ANGLE
(FROM VERT)
(RADIANS)

87.76 in

6.06 in

0.0049

0.0079
0 0
0 NA
NA
NA
NA
330

0.0009

0.0024
210
90 0.0036

0.0024
(FROM COMP. SIDE)

0.0040
TENDON ELEV.
(INCHES)
ANGLE
(FROM VERT)
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
25 DESIGN OF EMBEDDED POLE FOOTING-

NONCONSTRAINED
2019 CBC Section 1807.3.2.1

KNA STRUCTURAL ENGINEERS
Mark/Type LS70-A LS70-B LS70-C
Grade
INPUT

Shear, P lbs = 934 921 1,309
height of P above grade, h ft = 41.8 41.4 40.8
allow lateral brg pressure, s psf/ft = 200 200 200
max allow lateral brg pressure psf/ft = 2400 2400 2400
Pier Diameter, b ft = 2.5 2.5 2.5

OUPUT

Moment at grade, M ft-lbs = 39,069 38,096 53,373
acting lateral brg pressure, S
1 psf = 596 591 667
allow lateral brg pressure, S1 psf = 596 591 667
A=2.34P/(S1b) = 1.47 1.46 1.84
Min req'd embedment, d ft = 8.94 8.87 10.00
=A/2{1+(1+4.36h/A)
1/2}
Add Depth to Ignore 2.00 2.00 2.00
Total Embed Required 10.94 10.87 12.00
USE 30 IN DIAMETER ---> 12'-0
USE 30 IN DIAMETER ---> 12'-0
USE 30 IN DIAMETER ---> 14'-0
Page
26 1/26/23, 10:33 AM ATC Hazards by Location
https://hazards.atcouncil.org/#/wind?lat=33.622902694543875&lng=-117.68753878129603&address= 1/1 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Hazards by Location
Search Information
Coordinates: 33.622902694543875, -117.68753878129603
Elevation: 410 ft
Timestamp: 2023-01-26T18:32:55.261Z
Hazard Type: Wind
ASCE 7-16
MRI 10-Year 66mph
MRI 25-Year 72mph
MRI 50-Year 77mph
MRI 100-Year 82mph
Risk Category I 89mph
Risk Category II 95mph
Risk Category III 102mph
Risk Category IV 106mph
ASCE 7-10
MRI 10-Year 72mph
MRI 25-Year 79mph
MRI 50-Year 85mph
MRI 100-Year 91mph
Risk Category I 100mph
Risk Category II 110mph
Risk Category III-IV 115mph
ASCE 7-05
ASCE 7-05 Wind Speed 85mph
The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirmany output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design.

Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Disclaimer
Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should usethe last wind speed contour of the coastal area – in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightlyhigher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within awind-borne debris region.

Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions.

While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The materialpresented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability byengineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience andknowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodiesresponsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 410 ft
Map data ©2023 Google, INEGI

APPENDIX A
1/26/23, 10:40 AM ATC Hazards by Location
https://hazards.atcouncil.org/#/seismic?lat=33.622902694543875&lng=-117.68753878129603&address= 1/2 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Hazards by Location
Search Information
Coordinates: 33.622902694543875, -117.68753878129603
Elevation: 410 ft
Timestamp: 2023-01-26T18:34:12.877Z
Hazard Type: Seismic
Reference Document: ASCE7-16
Risk Category: II
Site Class: D-default
Basic Parameters
Name Value Description
SS 1.211 MCER ground motion (period=0.2s)
S1 0.436 MCER ground motion (period=1.0s)
SMS 1.453 Site-modified spectral acceleration value
SM1 * null Site-modified spectral acceleration value
SDS 0.969 Numeric seismic design value at 0.2s SA
SD1 * null Numeric seismic design value at 1.0s SA
* See Section 11.4.8
Additional Information
Name Value Description
SDC * null Seismic design category
Fa 1.2 Site amplification factor at 0.2s
Fv * null Site amplification factor at 1.0s
CRS 0.939 Coefficient of risk (0.2s)
CR1 0.934 Coefficient of risk (1.0s)
PGA 0.506 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 0.607 Site modified peak ground acceleration
TL 8 Long-period transition period (s)
SsRT 1.211 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.289 Factored uniform-hazard spectral acceleration (2% probability ofexceedance in 50 years) SsD 1.916 Factored deterministic acceleration value (0.2s) S1RT 0.436 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.467 Factored uniform-hazard spectral acceleration (2% probability ofexceedance in 50 years) S1D 0.658 Factored deterministic acceleration value (1.0s) PGAd 0.786 Factored deterministic acceleration value (PGA) * See Section 11.4.8
The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirmany output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design.

Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Disclaimer
Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. 410 ft
Map data ©2023 Google, INEGI

1/26/23, 10:40 AM ATC Hazards by Location
https://hazards.atcouncil.org/#/seismic?lat=33.622902694543875&lng=-117.68753878129603&address= 2/2 While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The materialpresented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability byengineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience andknowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodiesresponsible for building code approval and interpretation for the building site described by latitude/longitude location in the report.

Control System Summary
Project InformationProject #:142362Project Name:Heroes Park LED RetrofitDate:01/18/23Project Engineer:Hunter SabersSales Representative:Karin AndersonControl System Type:Control-LinkTM Control and Monitoring SystemCommunication Type:PowerLine-STScan:142362DDocument ID:142362P1V4-0118093612Distribution Panel Location or ID:Panel Board D Field 1 & Field 4Total # of Distribution Panel Locations for Project:3Design Voltage/Hertz/Phase:480/60/1Control Voltage:120Equipment ListingDESCRIPTIONAPPROXIMATE SIZE

1.Control and Monitoring Cabinet24 X 72
QTYSIZE (AMPS)Total Contactors 830 AMP Total Off/On/Auto Switches: 5 Project Specific Notes:

Materials Checklist
Contractor/Customer Supplied:

A dedicated control circuit must be suppliedper distribution panel location If the control voltage is NOT available,a control transformer is required Electrical distribution panel to provideovercurrent protection for circuits HID rated or D-curve circuit breaker sizedper full load amps on Circuit Summary byZone Chart Wiring
See chart on page 2 for wiring requirements
Equipment grounding conductor and splicesmust be insulated (per circuit) Lightning ground protection (per pole), ifnot Musco supplied Electrical conduit wireway system
Entrance hubs rated NEMA 4, must bedie-cast zinc, PVC, or copper-freedie-cast aluminum Mounting hardware for cabinets
Breaker lock-on device to preventunauthorized power interruption to controlpower and powerline connection (if present) Anti-corrosion compound to apply to ends ofwire, if necessaryCall Control-Link CentralTM operations centerat 877/347-331 9 to schedule activation of thecontrol system upon completion of the installation.Note: Activation may take up to 1 1 /2 hours.

IMPORTANT NOTES

1. Please confirm that the design voltage listed above is accurate for thisfacility. Design voltage/phase is defined as the voltage/phase being connectedand utilized at each lighting pole's electrical components enclosure disconnect.Inaccurate design voltage/phase can result in additional costs and delays.Contact your Musco sales representative to confirm this item.2. In a 3 phase design, all 3 phases are to be run to each pole. When a 3 phasedesign is used Musco's single phase luminaires come pre-wired to utilize all 3phases across the entire facility.3. One contactor is required for each pole. When a pole has multiple circuits, onecontactor is required for each circuit. All contactors are 100% rated for thepublished continuous load. All contactors are 3 pole.4. If the lighting system will be fed from more than one distribution location,additional equipment may be required. Contact your Musco sales representative.5. A single control circuit must be supplied per control system.6. Size overcurrent devices using the full load amps column of the Circuit SummaryBy Zone chart- Minimum power factor is 0.9.NOTE: Ref er to Installation Instructions f or more details onequipment inf ormation and the installation requirements.

C1999,2023 Musco Sports Lighting,LLCForm: T-5030-1T:\142\142362P1V4-0118093612.pdf Control System Summary
Heroes Park LED Retrofit / 142362 - 142362DPanel Board D Field 1 & Field 4 - Page 2 of 12 T:\142\142362P1V4-0118093612.pdf
Control System SummaryHeroes Park LED Retrofit / 142362 - 142362DPanel Board D Field 1 & Field 4 - Page 3 of 12 T:\142\142362P1V4-0118093612.pdf
CONTROL POWER CONSUMPTION120V Single PhaseVA loadingof MuscoSuppliedEquipmentINRUSH: 1960.0SEALED: 208.0SWITCHING SCHEDULE Field/Zone Description
Zones
Field 11,2,3 -Field 11-Field 12-Field 13
Field 4 Service 14,5 -Field 44-Field 45
CIRCUIT SUMMARY BY ZONEPOLECIRCUIT DESCRIPTION# OFFIXTURES# OFDRIVERS*FULLLOADAMPSCONTACTORSIZE (AMPS)CONTACTORIDZONE A1Field 14 48.330C11
A2Field 14 48.330C21
B1Field 15 512.830C31
B2Field 15 512.830C41
C1Field 15 512.130C52
C2Field 15 512.030C63
A7Field 44 48.330C74
C2Field 44 48.330C85*Full Load Amps based on amps per driver.

Control System SummaryHeroes Park LED Retrofit / 142362 - 142362DPanel Board D Field 1 & Field 4 - Page 4 of 12 T:\142\142362P1V4-0118093612.pdf
PANEL SUMMARYCABINET#CONTROLMODULELOCATIONCONTACTORIDCIRCUIT DESCRIPTIONFULLLOADAMPSDISTRIBUTIONPANEL ID (BYOTHERS)CIRCUITBREAKERPOSITION (BYOTHERS) 11C1Pole A18.32
11C2Pole A28.32
11C3Pole B112.83
11C4Pole B212.83
11C5Pole C112.09
11C6Pole C211.99
11C7Pole A78.32
11C8Pole C28.32
ZONE SCHEDULECIRCUIT DESCRIPTIONZONESELECTORSWITCHZONE DESCRIPTIONPOLE IDCONTACTORIDZone 11Field 1A1C1A2C2B1C3B2C4 Zone 22Field 1C1C5
Zone 33Field 1C2C6
Zone 44Field 4A7C7
Zone 55Field 4C2C8
Control System Summary
Project InformationProject #:142362Project Name:Heroes Park LED RetrofitDate:01/18/23Project Engineer:Hunter SabersSales Representative:Karin AndersonControl System Type:Control-LinkTM Control and Monitoring SystemCommunication Type:PowerLine-STScan:142362DDocument ID:142362P1V4-0118093612Distribution Panel Location or ID:Panel Board B Field 2Total # of Distribution Panel Locations for Project:3Design Voltage/Hertz/Phase:480/60/1Control Voltage:120Equipment ListingDESCRIPTIONAPPROXIMATE SIZE

1.Control and Monitoring Cabinet24 X 48
QTYSIZE (AMPS)Total Contactors 530 AMP Total Off/On/Auto Switches: 1 Project Specific Notes:

Materials Checklist
Contractor/Customer Supplied:

A dedicated control circuit must be suppliedper distribution panel location If the control voltage is NOT available,a control transformer is required Electrical distribution panel to provideovercurrent protection for circuits HID rated or D-curve circuit breaker sizedper full load amps on Circuit Summary byZone Chart Wiring
See chart on page 2 for wiring requirements
Equipment grounding conductor and splicesmust be insulated (per circuit) Lightning ground protection (per pole), ifnot Musco supplied Electrical conduit wireway system
Entrance hubs rated NEMA 4, must bedie-cast zinc, PVC, or copper-freedie-cast aluminum Mounting hardware for cabinets
Breaker lock-on device to preventunauthorized power interruption to controlpower and powerline connection (if present) Anti-corrosion compound to apply to ends ofwire, if necessaryCall Control-Link CentralTM operations centerat 877/347-331 9 to schedule activation of thecontrol system upon completion of the installation.Note: Activation may take up to 1 1 /2 hours.

IMPORTANT NOTES

1. Please confirm that the design voltage listed above is accurate for thisfacility. Design voltage/phase is defined as the voltage/phase being connectedand utilized at each lighting pole's electrical components enclosure disconnect.Inaccurate design voltage/phase can result in additional costs and delays.Contact your Musco sales representative to confirm this item.2. In a 3 phase design, all 3 phases are to be run to each pole. When a 3 phasedesign is used Musco's single phase luminaires come pre-wired to utilize all 3phases across the entire facility.3. One contactor is required for each pole. When a pole has multiple circuits, onecontactor is required for each circuit. All contactors are 100% rated for thepublished continuous load. All contactors are 3 pole.4. If the lighting system will be fed from more than one distribution location,additional equipment may be required. Contact your Musco sales representative.5. A single control circuit must be supplied per control system.6. Size overcurrent devices using the full load amps column of the Circuit SummaryBy Zone chart- Minimum power factor is 0.9.NOTE: Ref er to Installation Instructions f or more details onequipment inf ormation and the installation requirements.

C1999,2023 Musco Sports Lighting,LLCForm: T-5030-1T:\142\142362P1V4-0118093612.pdf Control System Summary
Heroes Park LED Retrofit / 142362 - Panel Board B Field 2 - Page 6 of 12 T:\142\142362P1V4-0118093612.pdf
Control System SummaryHeroes Park LED Retrofit / 142362 - Panel Board B Field 2 - Page 7 of 12 T:\142\142362P1V4-0118093612.pdf
CONTROL POWER CONSUMPTION120V Single PhaseVA loadingof MuscoSuppliedEquipmentINRUSH: 1225.0SEALED: 130.0SWITCHING SCHEDULE Field/Zone Description
Zones
Field 21
CIRCUIT SUMMARY BY ZONEPOLECIRCUIT DESCRIPTION# OFFIXTURES# OFDRIVERS*FULLLOADAMPSCONTACTORSIZE (AMPS)CONTACTORIDZONE A3Field 23 35.230C11
A4Field 23 35.230C21
B3Field 24 410.530C31
D1Field 24 47.530C41
E1Field 24 49.830C51*Full Load Amps based on amps per driver.

Control System SummaryHeroes Park LED Retrofit / 142362 - Panel Board B Field 2 - Page 8 of 12 T:\142\142362P1V4-0118093612.pdf
PANEL SUMMARYCABINET#CONTROLMODULELOCATIONCONTACTORIDCIRCUIT DESCRIPTIONFULLLOADAMPSDISTRIBUTIONPANEL ID (BYOTHERS)CIRCUITBREAKERPOSITION (BYOTHERS) 22C1Pole A35.22
22C2Pole A45.22
22C3Pole B310.54
22C4Pole D17.48
22C5Pole E19.80
ZONE SCHEDULECIRCUIT DESCRIPTIONZONESELECTORSWITCHZONE DESCRIPTIONPOLE IDCONTACTORIDZone 11Field 2A3C1A4C2B3C3D1C4E1C5 Control System Summary
Project InformationProject #:142362Project Name:Heroes Park LED RetrofitDate:01/18/23Project Engineer:Hunter SabersSales Representative:Karin AndersonControl System Type:Control-LinkTM Control and Monitoring SystemCommunication Type:PowerLine-STScan:142362DDocument ID:142362P1V4-0118093612Distribution Panel Location or ID:Panel Board A Field 3 & Field 4Total # of Distribution Panel Locations for Project:3Design Voltage/Hertz/Phase:480/60/1Control Voltage:120Equipment ListingDESCRIPTIONAPPROXIMATE SIZE

1.Control and Monitoring Cabinet24 X 72
QTYSIZE (AMPS)Total Contactors 730 AMP Total Off/On/Auto Switches: 3 Project Specific Notes:

Materials Checklist
Contractor/Customer Supplied:

A dedicated control circuit must be suppliedper distribution panel location If the control voltage is NOT available,a control transformer is required Electrical distribution panel to provideovercurrent protection for circuits HID rated or D-curve circuit breaker sizedper full load amps on Circuit Summary byZone Chart Wiring
See chart on page 2 for wiring requirements
Equipment grounding conductor and splicesmust be insulated (per circuit) Lightning ground protection (per pole), ifnot Musco supplied Electrical conduit wireway system
Entrance hubs rated NEMA 4, must bedie-cast zinc, PVC, or copper-freedie-cast aluminum Mounting hardware for cabinets
Breaker lock-on device to preventunauthorized power interruption to controlpower and powerline connection (if present) Anti-corrosion compound to apply to ends ofwire, if necessaryCall Control-Link CentralTM operations centerat 877/347-331 9 to schedule activation of thecontrol system upon completion of the installation.Note: Activation may take up to 1 1 /2 hours.

IMPORTANT NOTES

1. Please confirm that the design voltage listed above is accurate for thisfacility. Design voltage/phase is defined as the voltage/phase being connectedand utilized at each lighting pole's electrical components enclosure disconnect.Inaccurate design voltage/phase can result in additional costs and delays.Contact your Musco sales representative to confirm this item.2. In a 3 phase design, all 3 phases are to be run to each pole. When a 3 phasedesign is used Musco's single phase luminaires come pre-wired to utilize all 3phases across the entire facility.3. One contactor is required for each pole. When a pole has multiple circuits, onecontactor is required for each circuit. All contactors are 100% rated for thepublished continuous load. All contactors are 3 pole.4. If the lighting system will be fed from more than one distribution location,additional equipment may be required. Contact your Musco sales representative.5. A single control circuit must be supplied per control system.6. Size overcurrent devices using the full load amps column of the Circuit SummaryBy Zone chart- Minimum power factor is 0.9.NOTE: Ref er to Installation Instructions f or more details onequipment inf ormation and the installation requirements.

C1999,2023 Musco Sports Lighting,LLCForm: T-5030-1T:\142\142362P1V4-0118093612.pdf Control System Summary
Heroes Park LED Retrofit / 142362 - Panel Board A Field 3 & Field 4 - Page 10 of 12 T:\142\142362P1V4-0118093612.pdf
Control System SummaryHeroes Park LED Retrofit / 142362 - Panel Board A Field 3 & Field 4 - Page 11 of 12 T:\142\142362P1V4-0118093612.pdf
CONTROL POWER CONSUMPTION120V Single PhaseVA loadingof MuscoSuppliedEquipmentINRUSH: 1715.0SEALED: 182.0SWITCHING SCHEDULE Field/Zone Description
Zones
Field 31,2 -Field 31-Field 32
Field 4 Service33
CIRCUIT SUMMARY BY ZONEPOLECIRCUIT DESCRIPTION# OFFIXTURES# OFDRIVERS*FULLLOADAMPSCONTACTORSIZE (AMPS)CONTACTORIDZONE A5Field 33 35.230C11
A6Field 33 35.230C21
B4Field 34 410.530C31
D3Field 34 47.530C41
E2Field 34 410.530C52
A8Field 44 48.330C63
E3Field 43 36.030C73*Full Load Amps based on amps per driver.

Control System SummaryHeroes Park LED Retrofit / 142362 - Panel Board A Field 3 & Field 4 - Page 12 of 12 T:\142\142362P1V4-0118093612.pdf
PANEL SUMMARYCABINET#CONTROLMODULELOCATIONCONTACTORIDCIRCUIT DESCRIPTIONFULLLOADAMPSDISTRIBUTIONPANEL ID (BYOTHERS)CIRCUITBREAKERPOSITION (BYOTHERS) 33C1Pole A55.22
33C2Pole A65.22
33C3Pole B410.54
33C4Pole D37.48
33C5Pole E210.54
33C6Pole A88.32
33C7Pole E36.03
ZONE SCHEDULECIRCUIT DESCRIPTIONZONESELECTORSWITCHZONE DESCRIPTIONPOLE IDCONTACTORIDZone 11Field 3A5C1A6C2B4C3D3C4 Zone 22Field 3E2C5
Zone 33Field 4A8C6E3C7
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Installation Instructions:

Light-Structure System™ Retrofit Lighting System
MKT-4150-10
TLC-LED-1200 w BT Retrofit
Cover Illustration

RWS / DMP
8 September 2021
[MKT-4150-10]
1 3
5 Upgrade to TLC for LED® with 5 Easy Pieces™
approach to system design
Poletop L uminaire Assembly
Wire Harness
Electrical Components Enclosure
Existing Galvanized Steel Pole
Existing Precast Concrete Base
5 4
3 2
1 4
2 Installation Instructions: Light-Structure System™ Retrofit Lighting System 2 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Table of Contents
Before Y ou Begin
Safety Information ..................................................................................... 3 About These Instructions ........................................................................ 3 Standard Tools/Supplies Checklist ....................................................... 4 Electrical System Requirements ............................................................ 5 Components Matching and Labeling ................................................ 5 Documents We Provide ............................................................................ 6 Unloading Instructions ........................................................................... 7 Inspections ................................................................................................... 8 Disassembly
Overview ....................................................................................................... 9 Bolt-On Crossarm Removal ...................................................................13 Electrical Components Enclosure and BallTracker®
Luminaire
Overview
.....................................................................................................14 Assembly Procedure ................................................................................16 Installation Procedure .............................................................................21 Luminaire Attachment
Overview
.....................................................................................................24 Assembly Procedure ................................................................................24 Poletop Luminaire Assembly
Overview
.....................................................................................................27 Assembly Procedure ................................................................................27 Bolt-on Crossarms
Overview
.....................................................................................................31 Assembly Procedure ................................................................................31 Wire Harness
Overview
.....................................................................................................34 Assembly Procedure ................................................................................35 Connecting to Supply Wiring
Overview
.....................................................................................................36 Installation Procedure .............................................................................36 Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
3 Before Y ou Begin
Safety Information
Electrical Safety Guidelines
Use extreme caution near overhead power lines or underground utilities. Observe all safety precautions for high-voltage equipment. Only qualified personnel may perform wiring. Follow all applicable building and electrical codes.

General Safety Guidelines
Follow proper safety procedures during installation. Installers must wear the appropriate personal protective equipment including:
• Hard hat
• Steel-toed shoes
• Leather work gloves
• Eye protection
Locate all underground utilities prior to digging.

All tools and equipment supplied by Musco are designed for specific use as described in these instructions. Do not use them in any other manner. Do not alter structural members in any way, such as bend, weld, or drill, without prior authorization from Musco.

Luminaires generate up to 2.6 mA per driver on the equipment grounding conductor and are designed to meet leakage current requirements per IEC 61347-1.

The luminaires should be positioned so that prolonged staring into the luminaire at a distance closer than 12–37 m (40–121 ft) is not expected, per IEC/TR 62778. See table.

Luminaire Distance
TLC-LED-400 24 m (79 ft)
TLC-LED-550 24 m (79 ft)
TLC-BT-575 20 m (65 ft)
TLC-LED-600 24 m (79 ft)
TLC-LED-900 24 m (79 ft)
TLC-LED-1200 37 m (121 ft)
TLC-LED-1500 37 m (121 ft)
About These Instructions
These instructions give basic assembly procedures for the Light-Structure System retrofit. They are not a comprehensive guide to all possible situations. Direct any questions to your local Musco representative.

Throughout this manual note these important symbols:

The safety alert symbol alerts you of situations that
require care and caution to avoid serious personal injury.

The stop and check symbol signals you to stop and
verify conditions before proceeding.

The contact Musco symbol appears in special situations
where you may need to contact Musco for further
information.

The tip symbol points out advice that makes
installation easier.

The recycle symbol identifies recyclable materials.

The go-to arrow indicates a branch in a procedure for
special situations. In the case of optional equipment, the instructions may be in another document.

Installation Instructions: Light-Structure System™ Retrofit Lighting System 4 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Before Y ou Begin
Refer to supplemental instructions provided for
additional tools required.Standard Tools/Supplies Checklist Contractor/installer supplied tools Function Page
Hammer, pry-bar, banding cutters Unloading equipment 7
Ground resistance meter Verifying existing lightning ground system 8 Angle grinder Removal of poletop luminaire assembly 12
Dead blow mallet Removal of poletop luminaire assembly 12 Two 11⁄2 ton chain-type come-alongs Jacking pole sections together 27 Large Phillips-head screwdriver Tightening captive screws to seal enclosure to pole hub 11, 16 Standard screwdriver Tightening distribution lugs, 45 A disconnect switch 10, 35 Torque wrench with 3/8, 7/16 and 9/16 in sockets Tightening luminaire retaining cable and spreader bar hardware.

Must cover a range of torque from 5 ft•lb to 40 ft•lb (6 N•m to 55 N•m) 17, 32
Torque wrench to cover the following ranges:
60 in•lb (6.8 N•m) to 120 in•lb (13.6 N•m)
16 ft•lb (21.7 N•m) to 40 ft•lb (54.2 N•m)
Proper torquing of fasteners
17 – 32
Electrical fish tape, electrician’s tape Feeding wire harness through pole 17 Spray paint, chalk, or flags Marking points to sight in aiming 28 10 ft (3 m) stepladder or small line truck Connecting supply wires to electrical enclosure 34, 35 Musco supplied tools Function Page
9/16 in wrench Tightening poletop set screw, pole cap fastener, enclosure hanger bolt , and spr eader bar hardware
11 – 32
11/16 in socket, extension, breaker bar, and 11/16 in wrench Tightening structural fasteners 13, 31 7/16 in ratcheting combination wrench Tightening captive bolts to secure luminaire assembly 26 5/32 in hex key Attaching handhole covers on base and steel pole 33, 35 3/16 in hex key Attaching grounding conductors inside electrical enclosure 35 5/16 in hex key Attaching grounding conductors inside pole at handhole 35 5 mm hex key Landing primary feed wires on 125 A disconnect switch 35 Dishwashing liquid (original Dawn®, ECOS® Pro, or
DIAO
™ brand)
Lubricating pole slip-fit connections 27
Machinery needed Function Page
Crane or forklift with nylon strapping and 8 ft (2.5 m) sling (sized to weight of poletop luminaire assembly)
Unloading materials, poletop assembly
7, 11 – 13,
21, 27
Manlift or bucket truck Poletop setting and removal, enclosure setting and removal 7, 11 – 13, 21, 27
Load-rated crane, nylon slings, and shackles Setting poletops 9 – 13, 21 – 23, 25 – 35
Documents Y ou Need
❏ Musco Pole Assembly Drawing
❏ Field Aiming Diagram
❏ Control System Summary
If you do not have all of these documents, contact your local Musco representative.

Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Before Y ou Begin
5 F1
Poletop luminaire assembly
Luminaire
BallTracker®
luminaire
Wire harness
Electrical components enclosure
Electrical System Requirements
A qualified electrician must handle the electrical supply installation and hook-up in accordance with national, state, and local codes. Your electrician should review this information before installation begins.

Ensure supply wiring is rated for 90°C. Review the label inside the electrical components enclosure door and Control System Summary for voltage and phase requirements.

Always dispose of electronic waste in accordance with all applicable laws and regulations.

Components Matching and Labeling
Pole locations are identified by a pole ID (A1, A2, B1, B2, etc.) on the Field Aiming Diagram. These IDs are also marked on the individual components:
• Poletop luminaire assemblies, bolt-on crossarms, and luminaire shipping cartons • Wire harnesses
• Electrical components enclosures
Installation Instructions: Light-Structure System™ Retrofit Lighting System 6 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Before Y ou Begin
Documents We Provide
Field Aiming Diagram
The Field Aiming Diagram is your map for locating all poles on your project. It gives this information:
• Pole IDs, locations, and heights
• Luminaire IDs
• Common aiming point for all poles, or individual aiming points for each pole
• Full load current for each luminaire
Control System Summary
Projects with a control system include a Control System Summary. It gives this information:
• Control system diagram and details
• Contactors and cabinets
• Lighting circuits
• Voltage, phase, and frequency
• Full load current for each circuit
Musco Pole Assembly Drawing
This drawing provides information related to the installation of the poletop luminaire assembly.
• Poletop or crossarm weight
• Poletop luminaire assembly minimum overlaps

F OUNDAT ION AND P OL E AS S E MB L Y DR AW ING
Illinois C ollege F ootball - J ac ks onville, IL , US A Date: 08/21/2014 S c ale: N/A
R ep: B rian Hartman P age: 1 of 1
P rojec t: 116537 P roduc tion
C opyright 2014 Mus co S ports Lighting, LLC . Not to be reproduced in whole or part without the written cons ent of Mus co S ports Lighting, LLC .

T AB LE 1: P OLE AS S E MB LY
P OLE
ID

MOUNT ING

HE IG HT
ft (m)
# OF

LUMINAIR E S

AS S E MB LE D
P OLE W E IG HT 3
lb (kg)

OV E R LAP DIME NS IONS
in (mm)

A B C D E
F 1 70 (21.3) 13 3559 (1614) S ee Note 1 33 (829) N/A N/A 24 (614) F 2 70 (21.3) 13 3492 (1584) S ee Note 1 33 (829) N/A N/A 24 (603) F 3 70 (21.3) 11 2547 (1155) S ee Note 1 29 (729) N/A N/A 20 (520) F 4 70 (21.3) 11 2547 (1155) S ee Note 1 29 (729) N/A N/A 20 (520) P ole As s embly Notes :

1. S teel pole s hould overlap concrete bas e and be s eated tight with 1 1/2 ton come-alongs (contractor provided).

2. Align weldmarks on s teel s ections before as s embling.

3. As s embled pole weight includes s teel s ections , cros s arms , luminaires , and electrical components enclos ures .

4. T his document is not intended for us e as an as s embly ins truction. S ee Ins tallation Ins tructions : Light-S tructure G reen Lighting S ys temT M for complete as s embly procedure.

T AB LE 2: F OUNDAT ION DE T AILS
P OLE
ID

C ONC R E T E

B AS E W E IG HT
lb( kg)
B UR IAL INF OR MAT ION 3,4
F
in (mm)
G
ft (m)
C ONC R E T E B AC K F ILL 1,2
yd3 ( m 3)
C UT
B AS E
LIG HT NING G R OUND 5

T Y P E

S UP P LE ME NT AL

INS T R UC T ION
F 1 5250 (2381) P E R S T AMP E D S T R UC T UR AL DE S IG N NO INT E G R AT E D 6 F 2 5250 (2381) P E R S T AMP E D S T R UC T UR AL DE S IG N Y E S C ONC R E T E E NC AS E D 7
M-1519-E NUS -1
F 3 3780 (1715) P E R S T AMP E D S T R UC T UR AL DE S IG N NO INT E G R AT E D 6 F 4 3780 (1715) P E R S T AMP E D S T R UC T UR AL DE S IG N NO INT E G R AT E D 6 F oundation Notes :

1. C oncrete backfill is calculated to 2 ft (0.6m) below grade (no overage included). T op 2 ft (0.6m) to be clas s 5 s oil compacted to 95% dens ity of s urrounding undis turbed s oil unles s otherwis e s pecified in s tamped s tructural des ign.

2. C oncrete backfill required 3000 lb/in 2 (20 MP a) minimum unles s otherwis e s pecified in s tamped s tructural des ign.

3. F oundation des ign per 2009 IB C ,90 ,expos ure category C ,variation S T D.

4. As s umes IB C clas s 5 s oils .

5. S tandard bas es include integrated lightning protection. If bas es are cut, s upplemental lightning protection is required.

C ontact Mus co for materials and ins truction.

6. Lightning protection is a manufacturer ins talled concrete encas ed electrode and connector. G round c onnection is made when concrete bas e is ins talled and footing is poured. No additional s teps required.

7. Manfacturer s upplied grounding electrode is ins talled by contractor in pole footing prior to pouring. F inal connection is made after pole as s embly.

SEE

DETAIL A
E
B (if required)
weldmark
C (if required)
D (if required)
A
F
G
2 ft
(0.6 m)

DETAIL A

DETAIL B
SEE

DETAIL B

INTEGRATED

LIGHTNING
GROUND 5, 6
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Before Y ou Begin
7 Unloading Instructions
A typical shipment includes electrical components enclosures, wire harnesses, and poletop luminaire assemblies with
luminaires.

For ease of installation, set all matched components by the proper pole location as noted on the Field Aiming
Diagram.

Tools/Materials Needed
❏ Crane with nylon web sling or forklift (load rated)
❏ Hammer
❏ Pry bar
❏ Banding cutters
Warning
Crushing hazard.

Do not cut shipping bands or remove blocking
from equipment until it is supported by unloading
equipment.
• Check bill of lading to verify you have all materials. • Inspect all materials for shipping damage.
• Store electrical components enclosures and luminaires in a dry location or cover with tarp until ready to install.

If additional information is needed, contact your local Musco representative.

Please recycle.

Luminaires, wire harnesses, and other components are
shipped in recyclable cardboard packaging.

Installation Instructions: Light-Structure System™ Retrofit Lighting System 8 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Before Y ou Begin
Inspections
A qualified inspector must examine the base and pole
sections for damage or prior field modifications.

Repair grout on baseplate poles (if necessary).

If pole is equipped with an external ground rod, test
earth ground connection of pole. If greater than
25 ohms, install additional ground rod and retest.

Repeat until < 25 ohms.

To the extent possible, inspect power supply wiring for good condition. Leakage current should not exceed
20 mA.

Notify your local Musco representative if concerns are
identified with any of these items.

1 2
3 4
Grout
Anchor bolts
[MKT-4812]
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
9 Disassembly
Overview
Remove the existing equipment to be replaced: electrical components enclosures, wire harness, and poletop luminaire assembly (or bolt-on crossarms).

Tools/Materials Needed
Musco Supplied (For bolt-on crossarms.)
❏ 11/16 in socket, ¾ in drive
❏ Breaker bar, ¾ in drive
❏ 4 in extension, ¾ in drive
❏ 11/16 in wrench
Contractor Supplied
❏ 9/16 in wrench, 9/16 in socket and ratchet
❏ Angle grinder with metal cutting wheel
❏ Crane and slings to support poletop luminaire assembly ❏ Dead blow hammer
❏ Ratchet, ¾ in drive
Installation Instructions: Light-Structure System™ Retrofit Lighting System 10 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Disassembly
In electrical components enclosure, disconnect pole
harness from enclosure harness. Feed end of pole
harness into pole interior. Cut off connector if necessary.

Warning
Risk of electrical shock
Ensure all circuits are disconnected before proceeding
Disconnect electrical supply wiring and equipment
grounding conductor.

Remove wire harnesses between top, middle, and
bottom boxes.

Remove wiring between stacks.
1 2
23 4
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Disassembly
11 Using 9/16 in wrench and Phillips screwdriver, loosen enclosure hanger bolts, and captive hub screws.

Using a crane and sling, remove enclosures from the
stack, starting at the top.

Caution
Electrical components enclosures are heavy.

Enclosures may weigh up to 225 lb (102 kg). Lift with
caution.

Disconnect middle wire support grip on poles greater
than 80 ft (24.5 m).

Leave the pole harness connected to the poletop
luminaire assembly. It will pull out as the poletop is
removed.
5 6
7 Captive screws
/nine.numerator/uni2215/one.denominator/six.denominator in Installation Instructions: Light-Structure System™ Retrofit Lighting System 12 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Disassembly
Determine if entire poletop luminaire assembly
(welded crossarms) or crossarms only (bolted
crossarms) will be replaced.

If replacing bolt-on crossarms, skip to Bolt-on Crossarm Removal.

Using 9/16 in wrench, loosen set screw.

Use crane to sling around the top crossarm and
provide a slight separating force to the poletop.

Warning
Crushing hazard.

Do not attempt to "pop off" the poletop using the
crane only as the high separating forces can cause an
uncontrolled separation and potential injury.

Use an angle grinder to make a relief cut in the overlap area of the poletop luminaire assembly. Do not
damage the pole section underneath the poletop.

Tap on the poletop with a dead blow mallet until it
begins to move and separate.
8 9
10 11
12 Angle grinder Dead blow mallet
Set screw
/nine.numerator/uni2215/one.denominator/six.denominator in Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Disassembly
13 Bolt-On Crossarm Removal
Use crane and sling to support crossarm.

Use supplied breaker bar, 11/16 in socket, extension, and wrench to remove crossarm retaining bolts.
1 2
1/one.numerator/uni2215/one.denominator/six.denominator in Installation Instructions: Light-Structure System™ Retrofit Lighting System 14 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire Overview
The electrical components enclosure is factory-wired and tested. It contains essential electrical components of the lighting system in an accessible location.

MKT-2837-4_A
Schiederwerks 2 LED,

ECE CABINET LAYOUT
RWS
1 May 2015
Pole identi/f_ication label
(on front)
Hanger with bolt
Wire access hole
Wire access hole
with captive screws
Tools/Materials Needed
Musco Supplied
❏ 1⁄2 and 9/16 in offset combination wrenches
❏ Snips
❏ Field Aiming Diagram
Contractor Supplied
❏ Torque wrench with 1⁄2 and 9/16 in sockets
❏ Large Phillips-head screwdriver
❏ Measuring tape
❏ Marker
❏ 10 ft (3 m) stepladder or small line truck
Consult project documents to determine if your
enclosures will mount on existing hangers or if new
mounting bracket has been provided.

Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire 15 MKT-4951-2_A
Light Structure System Retrofit

RWS / DMP
19 August 2021
[MKT-4951-2_A]
(If present)
(If present)
Option for square pole
Round pole option (shown)
Mounting tube
Strap assembly
Strap bracket
Strap assembly
Strap bracket
Bracket arm
extension
Mounting tubes are marked with pole ID. One strap
assembly and one strap bracket required per mounting
arm (as shown).

Round Pole Strap Selection
Diameter Round Pole
Strap Length
0 – 17 in (0 – 432 mm) 45 in (1143 mm)

17.01 – 22 in (432 – 559 mm) 60 in (1524 mm)

22.01 – 28 in (559 – 711 mm) 78 in (1981 mm)

28.01 – 34 in (711 – 864 mm) 96 in (2438 mm)

34.01 – 40 in (864 – 1016 mm) 114 in (2896 mm)

40.01 – 46 in (1016 – 1168 mm) 132 in (3353 mm)
Square Pole Strap and Bracket Selection
Width Strap Length Bracket Arm
Extension Width
0 – 12 in (0 – 304 mm) 45 in (1143 mm) 14 in (356 mm)

12.01 – 16 in (304 – 406 mm) 60 in (1524 mm) 18.5 in (470 mm)

16.01 – 20 in (406 – 508 mm) 78 in (1981 mm) 22.5 in (572 mm)

20.01 – 24 in (508 – 610 mm) 96 in (2438 mm) 26.5 in (673 mm)

24.01 – 28 in (610 – 711 mm) 114 in (2896 mm) 30.5 in (775 mm) Installation Instructions: Light-Structure System™ Retrofit Lighting System 16 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire Verify pole ID on electrical components enclosure
matches pole location on Field Aiming Diagram.

Assembly Procedure
Caution
Electrical components enclosures are heavy.

Electrical components enclosure may weigh up to 65 lb
(30 kg). Lift carefully with two people to avoid injury.

Mount bottom enclosure on tube. Align wire access
hole with hub. Tighten captive screw using Phillips-
head screwdriver. Tighten hanger bolt with 9/16 in
wrench.

Mount middle and/or top enclosures. Align access hole
with hub and slide box onto hanger bracket. Tighten
hanger bolt with 9/16 in wrench.
1 2
Captive screws
Hanger bolt
/nine.numerator⁄/one.denominator/six.denominator in
Hanger bolt
/nine.numerator⁄/one.denominator/six.denominator in
Hanger bolt
/nine.numerator⁄/one.denominator/six.denominator in
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire 17 If pole includes a BallTracker® luminaire, attach bracket using ¾ in socket and torque wrench. Tighten captive
bolts to 40 ft•lb (54 N•m).

Position crossarm near poletop, and feed crossarm wire
harness through hole in center of poletop plate.

Route crossarm wire harness to upper handhole for
connection to pole harness.

Ensure crossarm wire harness is not pinched between
mating plates.

Attach luminaire using 7/16 in wrench. Tighten captive
screws until fully tight. Do not exceed 20 ft•lb (27 N•m).

Pull BallTracker® wire harness through tube.

Feed bottom of harness into enclosure hub.

Fish all pole wire harnesses between poletop and
appropriate electrical components enclosure(s). Use
handholes to access tube and aid in routing pole
harness. Ensure protective sleeve extends through
access hub and tuck harnesses behind subpanel.

Attach support grips at top handhole.

Mate quick-connectors at poletop and inside electrical
components enclosure(s). Match driver/luminaire IDs.
3 4
5 6
7 8
9 /seven.numerator⁄/one.denominator/six.denominator in
20 ft•lb max
(27 N•m)
¾ in
40 ft•lb max
(54 N•m)
Insert
Pivot
Connectors
Installation Instructions: Light-Structure System™ Retrofit Lighting System 18 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire Only qualified personnel may perform wiring. Route
wires as shown, but leave the final connections for your electrician.

Route driver harnesses from top and middle enclosures
to bottom enclosure and plug into connector mounted
in bracket.

Route equipment grounding conductor and enclosure
harnesses from top and middle enclosures to bottom
enclosure.
10 11
Driver harness
Connector
Equipment grounding
conductor
(green/yellow)
Enclosure harness
Driver harnesses
from upper enclosures
Enclosure harnesses
from upper enclosures
Equipment grounding
conductors from
upper enclosures
Electrical
components
enclosure
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire 19 Skip Step 9–10 if controller not present
Pull communication cables down from top and middle
boxes and plug into controller in enclosure below as
shown.

Connections between stacks must be done after stacks
are mounted on the pole.
12 MKT-4187-3
Controller Wiring

MMR/RWS
30 Sept 2020
[MKT-4187-3]
Circuit A Circuit A Circuit B
Communication
Module
Termination
Plug
Termination
Plug
Controller
Controller Equipment grounding
conductors from
upper enclosures
Installation Instructions: Light-Structure System™ Retrofit Lighting System 20 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire Skip Step 10 if emergency egress lighting dimming
override relay board is not present.

Pull power monitoring cable from dimming override
relay board in top and middle enclosures down to
bottom enclosure and land black wire on terminal
block M1 and blue/white wire on terminal block M2.
713
MKT-4877
Emergency Circuit Wiring
RWS
6 October 2020
[MKT-4877]
Emergency
Circuit
Dimming override
relay board
Power monitoring
cable
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire 21 Installation Procedure
Verify pole ID on electrical components enclosure
matches pole location on Field Aiming Diagram.

Sling enclosure stack under the welded arm for
strapping connections (not under the BallTracker
luminaire crossarm) and lift enclosure stack.

Align hub on tube with pole hub.

Enclosure stacks that are not mounted on a pole hub
will include cover plates for tube opening. Ensure these plates are installed.

BallTracker® luminaires should face the field. If pole hub does not face the field, contact your Project Engineer
or local Musco representative.
1 2
Align hubs
Installation Instructions: Light-Structure System™ Retrofit Lighting System 22 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire Cut straps to required length. Pull tight around pole
and trim excess within 1 in (25 mm) of strap bracket.

Cut across square holes, not between them.

Attach brackets to pole. Torque 5/16 in strap bracket
hardware A to 12 ft•lb (16 N•m) using 1⁄2 in socket and torque wrench. Torque all 3/8 in tensioning nuts B to
20 ft•lb (27 N•m) using 9/16 in socket and torque wrench.

Caution
Falling equipment hazard
Ensure you meet torque values specified on all
tensioning hardware.

If tensioning bolt is fully seated and strap is not yet tight, trim strap at next set of holes and repeat step 4. 3 4
MKT-4950-2
SC Lighting System Tube Closeup

RWS / DMP
9 August 2021
A
B
[MKT-4950-2]
Lorem ipsum
/nine.numerator⁄/one.denominator/six.denominator in
20 ft•lb
(27 N•m)
/one.numerator⁄/two.denominator in
12 ft•lb
(16 N•m)
Bracket
Strap
Tensioning
bolt
Strap
bracket
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Electrical Components Enclosure and BallTracker® Luminaire 23 Repeat steps 3 and 4 for back-to-back or multiple
stacks.

Use 11/4 in hubs provided to run flex conduit between
electrical component enclosure stacks.
5 6
Installation Instructions: Light-Structure System™ Retrofit Lighting System 24 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Luminaire Attachment
Assembly Procedure
Verify pole ID on luminaire cartons matches pole and
location on Field Aiming Diagram.

Remove and discard orange protective caps from
luminaire knuckle and mounting plate that cover
electrical connections. Do not remove orange tag
around captive bolts.

Note: The luminaire style may vary from what is shown.

Warning
Rotation may be required to assemble all luminaires
onto the poletop luminaire assembly. Do not stand
under poletop when lifting. Steady with two people
holding crossarms. Allow for poletop to safely rotate
around when it is high enough for crossarms to clear
the ground.

Caution
Equipment Damage
Properly support poletop to ensure luminaires do not
get damaged.
71 Overview
Luminaires are factory built and shipped in individual cartons. They are aimed in the factory and ready for installation. Do not disassemble knuckle.

Tools/Materials Needed
Musco Supplied
❏ 7/16 in ratcheting combination wrench
Leave luminaires in box until ready to assemble. Keep
protective cover on luminaire until ready to set pole.

Do not leave luminaires unassembled from crossarm in
wet conditions.

Contractor Supplied:
❏ Torque wrench with 7/16 in socket
F3 1
REMOVE

REMOVEREMOVE
Luminaire ID
Pole ID
Orange
protective
cap
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Luminaire Attachment
25 Caution
Luminaire may be heavy. Lift carefully
with two people to avoid injury.

MKT-2980-5
TLC-LED-1200
Install Luminaire
RWS
19 September 2019
Mounting plate
Back of knuckle
Temporary
protective cover
Insert
Pivot
Match luminaire ID to crossarm and install luminaire
onto mounting plate. Insert back of knuckle into
mounting plate and pivot into position.

Note: The luminaire style may vary from what is shown.
72 Luminaire Weight
TLC-LED-400 40 lb (18 kg)
TLC-LED-550 25 lb (11 kg)
TLC-BT-575 34 lb (15 kg)
TLC-LED-600 40 lb (18 kg)
TLC-LED-900 40 lb (18 kg)
TLC-LED-1200 45 lb (20 kg)
TLC-LED-1500 67 lb (30 kg)
TLC-RGB-U 20 lb (9 kg)
TLC-RGBW 40 lb (18 kg)
Installation Instructions: Light-Structure System™ Retrofit Lighting System 26 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Luminaire Attachment
Tighten captive mounting bolts. Orange tag will
break loose before all bolts are fully tight - continue tightening. Torque must not exceed 20 ft•lb (27 N•m).

To avoid overtightening, use provided 7/16 in
combination wrench.

Warning
Luminaire may fall if bolts are not tight.

Do not remove tag before tightening bolts.

Attach luminaire retaining cable (if present). Route
luminaire cable through crossarm anchor point,
through luminaire block, and back through the block
under the set screw. Luminaire attachment point will
vary per luminaire design.

Using 7/16 in socket and torque wrench, tighten cable
set screw to 60 in•lb (6.8 N•m).
73 74
5 Luminaire attachment point
(Factory-installed, design varies by luminaire)
Crossarm
attachment point
Captive mounting
bolts
/seven.numerator⁄/one.denominator/six.denominator in
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
27 If pole utilizes bolt-on bars, skip to next section. See Musco Pole Assembly Drawing.

Assembly Procedure
Verify pole ID on each poletop luminaire assembly
matches pole location on Field Aiming Diagram. Pole ID is labeled on crossarm.

Plot and mark aiming point(s) on field. Refer to Field
Aiming Diagram.
1 Poletop Luminaire Assembly
Overview
The galvanized steel pole and poletop luminaire assembly are designed to slip-fit together. Jacking ears on pole section and poletop assembly provide attachment points to pull sections together. The Musco Pole Assembly Drawing gives minimum overlap specifications for each poletop luminaire assembly.

Tools/Materials Needed
Musco Supplied
❏ Musco Pole Assembly Drawing
❏ 9/16 in wrench
❏ Dishwashing liquid (original Dawn®,
ECOS® Pro, or DIAO
™ brand)
Contractor Supplied
❏ Two 11/2 ton chain come-alongs
Installation Instructions: Light-Structure System™ Retrofit Lighting System 28 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Poletop Luminaire Assembly
Turn on pole alignment beam.

Hook pole harness wire support grip to the poletop
luminaire assembly u-hook and bundle the pole
harness to the bottom crossarm.

Lubricate top of steel pole section with supplied
dishwashing liquid.

Sling and lift poletop luminaire assembly into place.

Carefully lower the pole harness(es) down into the
pole. The attached cable support hook will prevent the
pole harness from dropping.
72 73
74 75
76 MKT-4958-1_B
Light Structure System Retrofit
RWS
26 August 2021
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Poletop Luminaire Assembly
29 Person B
Aiming point
Person A
Aim luminaire assembly using alignment beam. Device
projects a narrow vertical beam of light that is only
visible when you are aligned with it. This step requires two people.

Person A: Stand on field aiming point and look at pole
alignment device. It is attached to a luminaire. Walk
parallel to crossarms until you see beam. Signal person B to rotate luminaire assembly left or right until beam
aligns with aiming point. Beam may be visible, however
when pole is aligned, you will see a bright flash as you stand directly on aiming point.

Person B: Following direction from person A, rotate
luminaire assembly left or right until it is aligned.

Warning
Falling material hazard
If erecting pole with luminaire assembly attached, do
not attach rigging to luminaire assembly. Follow pole
supplier instructions for lifting.
7 Warning
Laser radiation hazard
Pole alignment beam is safe for viewing at a distance of three feet (one meter) or more. Do not look into beam from closer than three feet (one meter). Do not use binoculars, camera, or telescope to view beam from any distance. Locator beam is a class 2M laser device. Wavelength: 635-660 nm, Laser power for classification: <1 mW continuous, divergence:
<1.5 mrad x 1 rad. Using alignment beam in a manner other than as described here may result in hazardous exposure.

Do not modify, dismantle, or attempt to repair.

Installation Instructions: Light-Structure System™ Retrofit Lighting System 30 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Poletop Luminaire Assembly
Using two 11⁄2 ton come-alongs, pull poletop luminaire assembly onto pole evenly until tight. Ensure minimum
overlap per Musco Pole Assembly Drawing.

Ensure alignment is maintained while tightening.

Tighten set screw using 9/16 in wrench.
8 9
Weldmark
Jacking ear
Weldmark
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
31 Bolt-on Crossarms
MKT-2959-1
Bolt-on Crossarm
RWS
9 December 2016
Crossarm
Crossarm
wire harness
Crossarm
plate
Poletop plate
Poletop
Provided
hardware
(4 holes)
Overview
Bolt-on bar style may vary from what is shown. Replacement procedure is identical.

Tools/Materials Needed
Musco Supplied:
❏ ¾ in drive 11/16 in socket
❏ ¾ in drive breaker bar
❏ ¾ in drive 4 in extension
❏ 11/16 in wrench
❏ Spreader bars
❏ 3/8 in fasteners (for spreader bars)
❏ 5/8 in structural fasteners
❏ 9/16 in wrench
Contractor Supplied:
❏ Torque wrench with 9/16 in socket
Assembly Procedure
Verify pole ID on crossarm matches ID of pole.

Note: Each crossarm is factory assembled for a specific position on poletop section to ensure correct aiming. Top side of crossarm is labeled with crossarm’s position number. Example: Position 1 is installed on first position from top of poletop section.

Position crossarm near poletop, and feed crossarm wire
harness through hole in center of poletop plate.

Route wire harness for crossarms 1–3 to top of pole.

Route wire harness for crossarms 4–7 to handhole
below crossarm position 5.

Position crossarm as shown below.

Ensure crossarm wire harness is not pinched between
mating plates.
1 2
Installation Instructions: Light-Structure System™ Retrofit Lighting System 32 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Bolt-on Crossarms
Install bolts through plates with threads away from
pole. Place direct tension indicating (DTI) washer next, with flat surface (orange material) against plate, and
bumps facing out toward nut. Place flat washer next,
followed by nut. Small ID markings on nut must face
out to allow proper identification of nut.

Snug all nuts. Using supplied 11/16 in wrench, tighten
each nut until plates are in firm contact. Follow
tightening sequence shown.

Using supplied breaker bar, 11/16 in socket, extension, and wrench, tighten each nut until orange extrusion
appears from at least three bumps.

Repeat steps 1–5 for remaining crossarms.

Do not reuse structural fasteners. Discard if removed or loosened after tightening.
3 4
5 6
Bumps out
ID markings out
1 3
4 2
MKT-4413
DTI, Installed
RWS
10 January 2018
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Bolt-on Crossarms
33 Refer to the Musco Field Aiming Diagram to determine if a pole requires spreader bars. If so, spreader bars
are bundled together and marked with the pole
ID. Additionally, the pole crossarms are stenciled
indicating which tabs to use. Crossarms are joined in
groups of two or three with the greatest grouping on
top; do not form other groupings.

Install spreader bars with 3/8 in fasteners at the locations marked on each crossarm. Torque to 25 ft•lb (34 N•m).

Spreader bars may come in two sizes, 301⁄2  in (775 mm) and 60 in (1524 mm). Always install longer bars to
upper three crossarms.
7 MKT-4060-4
TLC-LED-1200
Install Spreader Bar
RWS
19 September 2019
Spreader
bar
Crossarm
Stenciled
tab mark
9/uni221516 in
25 ft•lb
(34 N•m)
9/uni221516 in
Spreader
bar
Crossarm
Stenciled
tab mark
/nine.numerator⁄/one.denominator/six.denominator in
25 ft•lb
(34 N•m)
/nine.numerator⁄/one.denominator/six.denominator in
Installation Instructions: Light-Structure System™ Retrofit Lighting System 34 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Wire Harness
Overview
Tools/Materials Needed
Musco Supplied
❏ 5/32 in hex key
❏ 9/16 in wrench
Contractor Supplied
❏ Fish tape
❏ Electrician’s tape
The factory-built wire harness connects the electrical components enclosure to the poletop luminaire assembly.

MKT-4272-1
LED Luminaire Wiring
RWS
29 November 2016
Driver
sequence
Fuses
Notes:

1. Pole harness wire color indicated if provided by Musco.

2. Enclosure factory wiring may be different than shown above.

One pair of wires per luminaire is required in pole harness.

Wire connection
sequence
Pole harness
wires
Inside pole
or conduit
Field
connections
Luminaire
assembly
Luminaire
sequence
LED Luminaire 1
LED Luminaire 2
Controller
(if present)
Enclosure
(factory wiring)
LED Luminaire 3
LED Luminaire 4
(Not present
if neutral)
Blk/Wh (–)
Red (+)
Blk/Wh (–)
Blk/Wh (–)21
3 4
5 6
7 8
9 Blk/Wh (–) Blk/Wh (–)
Red (+) Black (+) Red (+)
Blk/Wh (–) Red/Wh (–) Blk/Wh (–)
Red (+) Red (+) Red (+)
Red (+)
(Not present
if neutral)
Blk/Wh (–)
Red (+)
Blk/Wh (–)
2 Red (+)
(Not present
if neutral)
Blk/Wh (–)
Red (+)
Blk/Wh (–)
3 4
Red (+)
(Not present
if neutral)
Blk/Wh (–)
Red (+)
Blk/Wh (–)
Red (+)
Blk/Wh (–) Blu/Wh (–) Blk/Wh (–)
Red (+) Blue (+) Red (+)
Blk/Wh (–) Brn/Wh (–) Blk/Wh (–)
Red (+) Brown (+) Red (+)
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Wire Harness
35 Assembly Procedure
Verify pole ID on wire harness matches pole location
on Field Aiming Diagram.

Remove handhole covers using 5/32 in hex key. Remove
polecap using 9/16 in wrench.

Fish all pole wire harnesses between poletop and
appropriate electrical components enclosure(s). Use
lower handhole to access enclosure hubs. Ensure
protective sleeve extends through access hub and tuck
harnesses behind subpanel.

Attach support grips at midpole (if present).

Mate quick connectors at poletop and inside first stack of electrical components enclosures. Match driver/
luminaire IDs.

For additional stacks of enclosures, connect pole
harnesses using the Musco-provided LEVER-NUTS wire
connectors. Match luminaire ID and wire polarity per
each wire label.

Use electrical tape to ensure LEVER-NUTS® levers stay
secure and don’t snag on surrounding wires.

Replace handhole covers and polecap.
1 2
33 4
5 MKT-3018-1_E
TLC-LED-1150, WIRE HARNESS, Bolt-on
RWS
16 August 2018
Polecap fastener
/nine.numerator⁄/one.denominator/six.denominator inQuick connectors (match luminaire ID’s)
Handhole
/five.numerator⁄/three.denominator/two.denominator in
Wire support grip
Wire support grip
(present in taller poles)
Pole harness with
protective sleeve
Electrical components
enclosure
Quick connectors
(match luminaire ID’s)
Handhole
Spade connectors
/five.numerator⁄/three.denominator/two.denominator in
Installation Instructions: Light-Structure System™ Retrofit Lighting System 36 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Connecting to Supply Wiring
MKT-4188-2
LED-Connect Equipment
Grounding Conductors

RWS / DMP
9 September 2021
[MKT-4188-2]
Steel poleConduit
Enclosure
stack 2Enclosure
stack 1
Bonding
jumper35 in•lb
(3.9 N•m)
Installation Procedure
Musco Control System Summary or Field Aiming Diagram
provides electrical loading information needed to size
wire and switchgear.

Musco provides instructions for installing
Control-Link™ control system or lighting contactor
cabinet when these items are part of your project.

If pole has multiple stacks on the same electrical
circuit then route lower loads from second stack to
distribution lugs on main subpanel.

Route all power leads for lighting equipment to
appropriate subpanel locations.

Connect equipment grounding conductors (green/
yellow) from each upper enclosure to equipment
ground bar in bottom enclosure. If pole has multiple
stacks, connect bonding jumper from stack one.

Tighten lugs using 3/16 in hex key.
1 2
Contractor Supplied
❏ Standard screwdriver
❏ 3 m (10 ft) stepladder or small line truck
Overview
The final step of installation is connecting the supply wiring at the subpanel. Terminals for phase wires and neutral (if used), disconnect switch with lockout, and equipment ground bar are provided on the subpanel in the electrical components enclosure.

If there are multiple circuits on the pole, a disconnect is provided for each circuit. This may be on a separate subpanel in another enclosure. Depending on foundation design and/or soil conditions, a supplemental grounding electrode may be required.

Tools/Materials Needed
Musco Supplied
❏ 3/16 in hex key (ground bar)
❏ 5/16 in hex key (bonding terminal inside handhole)
❏ 5/32 in hex key (handhole covers)
❏ 5 mm hex key (125 A disconnect terminals)
❏ Equipment bonding jumper
MKT-4186-2
LED-Connecting Two ECE Stacks

RWS / DMP
9 September 2021
Steel pole
Enclosure
stack 2
Power
leads
Subpanel
Distribution
lugs
33 in•lb
(3.7 N•m)
Wire access
hole
Enclosure
stack 1
Conduit
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Connecting to Supply Wiring
37 MKT-2955-1_E
LED-Underground Wire Connection
RWS
22 Sept 2020
[MKT-2955-1_E]
Handhole
Steel pole
Subpanel
Supply wiring
and insulated
equipment
grounding
conductor
Distribution
lugs (AL,CU)
Bonding jumper
Wire access
hole
Electrical
components
enclosure
Pole grounding lug
in handhole (AL,CU)
/five.numerator⁄/one.denominator/six.denominator in
23 ft•lb (31 N•m)
Disconnect switch
(CU only)
5 mm 65 in•lb (7.3 N•m)
or
Equipment ground
bar (AL,CU) /three.numerator⁄/one.denominator/six.denominator in 120 in•lb (13.6 N•m)
/five.numerator⁄/three.denominator/two.denominator in
Remove handhole cover using 5/32 in hex key. Rout
supply wiring through access hub into electrical
components enclosure.

Connect insulated equipment grounding conductor
(supply) to ground bar. Tighten lug using 3/16 in hex key.

Disconnect is rated for copper wire only. Contact
Musco for adaptor or use UL Listed adaptor for
aluminum supply wire.

Connect phase wires (supply) to disconnect switch.

Tighten lugs using standard screwdriver (45 A
disconnect) or 5 mm hex key (125 A disconnect).

Connect neutral wire (if used) to distribution lug.

Tighten lug using standard screwdriver.

Route provided equipment bonding jumper (green/
yellow) through access hub to pole grounding lug
inside handhole. Tighten lug using 5/16 in hex key.

Ensure all handhole covers are installed and electrical components enclosure is closed and latched.

If your project includes a supplemental grounding
electrode kit, follow instructions in kit for installing electrode.

Warning
Risk of electric shock.

Terminate equipment grounding conductor at
equipment ground bar in electrical components
enclosure.

Warning
Lightning hazard.

For poles located near metal fences, metal bleachers, or other metal structures, bond structures to pole ground
to maintain equal electrical potential.

Skip step 8 if no emergency egress lighting is present.

Route cable for normal power to adjacent enclosure
stack. Connect black wire and blue/white wire to any
two active terminals A, B, C, or neutral, if present, and green wire to ground bar.
3 4
5 6
7 8
Steel pole
Subpanel
Distribution
lugs
Wire access
hole
Emergency lighting
enclosure stack 1
Normal lighting
enclosure stack 1
Neutral
terminal
(if present)
Normal
power
monitoring
cable
Conduit
Installation Instructions: Light-Structure System™ Retrofit Lighting System 38 www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Notes
Installation Instructions: Light-Structure System™ Retrofit Lighting System www.musco.com · [email protected]
2021 Musco Sports Lighting, LLC · M-2768-en04-1
Notes
39 2021 Musco Sports Lighting, LLC · M-2768-en04-1
Musco Light Structure System™ product referenced or shown may be protected by one or more of the following patents. United States Patent(s): D794244, D841854, D841855, D841856, D873462, D880035, D882141, D882850, D882860, D892375, D892376, 7956556, 8300219, 8508152, 8575866, 9066401, 9781780, 10267491, 10344948, 10356886, 10378732, 10549384. Benelux Patent(s): 87546 01, 87547 01, 87548 01, 87990 01, 87991 01, 87992 01, 87993 01, 87994 01, 87995 01, 88535 01, 88536 01. China Patents for Design 中国外观设计专利: ZL201830262493.5, ZL201830262495.4, ZL201830262588.7, ZL201930115887.2, ZL201930115888.7, ZL201930115891.9, ZL201930116074.5, ZL201930116087.2, ZL201930116089.1, ZL202030157575.0. Germany Patents: 402018100450 0001, 402018100451 0001, 402018100452 0001, 402019100343 0001–0004, 402019100344 0001, 402019100345 0001–0004, 402019100346 0001–0004, 402019100347 0001–0004, 402019100348 0001, 402020100419 0001, 402020100421 0001. Republic of Korea Patent(s): 30 1014229, 30 1014230, 30 1014231, 30 1037776, 30 1037783 0001–0004, 30 1037788 0001–0004, 30 1037795, 30 1037796 0001–0004, 30 1037802 0001–0004, 30 1110351, 30 1110358, 30 1110362. United Arab Emirates Patent(s): 5678, 5679, 5680, 5984, 5985, 5986, 5987, 5988, 5989. United Kingdom Patent(s): 6032011, 6032022, 6032023. 6056943, 6056944, 6056945, 6056946, 6056947, 6056948, 6088584, 6088586, 6088587. U.S. and foreign patents pending. [Pat_085A]
www.musco.com
MKT-4150-10
TLC-LED-1200 w BT Retrofit
Cover Illustration

RWS / DMP
8 September 2021
[MKT-4150-10]

File Name:Drawn:Checked:

Drawing No.:
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) Date:

Drawing Title:

Description:Date:Rev:

FBA Project Number :

FBAEngineering
Consulting Electrical Engineers
fbaengr.comStamp
Scale:
drawingof
1170.003
12-20-2022 HEROES PARKELECTRICAL UPGRADES
FBA Job Number: 1170.003
GRBZ

TITLE SHEETAND NOTES
E114

ELECTRICALUPGRADES
ATHEROES PARK25420 JERONIMO RD,LAKE FOREST, CA 92630

SYMBOLS LIST
E

GROUNDING ELECTRODE AND CONDUCTOR
SCE CO. METER AND CURRENTTRANSFORMERS.
2-DETAIL CALL-OUT REFERENCE TO DETAIL 2ON SAME SHEET WHERE CALL-OUT OCCURS.1KEY NOTE CALL-OUT FOR REFERENCE NOTE 1 ONSAME SHEET WHERE CALL-OUT OCCURS.

FURNISH, INSTALL, AND CONNECT.

CONDUIT.

PROVIDE
C.

VOLTS.V.

PHASE.PH
WIRE.W
AMPS.A
POLE.P
AMPS INTERRUPTING CAPACITY.AIC.

FUSED SAFETY SWITCH.

SWITCH/ FUSE UNIT.

CIRCUIT BREAKER.

FLOOR STANDING WEATHERPROOFELECTRICAL SWITCHBOARD.

NEW CONDUIT AND CONDUCTORS, TYPE ASNOTED.

EXISTING CONDUIT AND CONDUCTORS, TYPEAS NOTED.

SCOPE OF WORK

1.REPLACE THREE (3) ELECTRICAL PANELS, FEEDERS, AND BRANCH CIRCUIT WIRING FOR BALLFIELDS AND SOCCERFIELD LIGHTING, SCOREBOARDS, RECEPTACLES AND GENERAL POWER. RECEPTACLES AND GENERAL POWER NOTSHOWN ON THESE PLANS. FIELD VERIFY LOCATION. REUSE CONDUIT WHERE POSSIBLE.

2.REPLACE 480V TO 120/240V TRANSFORMERS AND LOAD CENTER, AT EACH ELECTRICAL PANEL.

3.REPLACE ALL LIGHTING CONTACTORS AND RECONNECT TO EXISTING MUSCO CONTROLLERS.

4.REPLACE EACH CABINET THAT CONTAIN THE ELECTRICAL PANELS. CABINETS ARE INCREASED IN SIZE TO ALLOWFUTURE INSTALLATION OF MUSCO LIGHTING CONTROLS.

VICINITY MAP

GENERAL NOTES

1.THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS. THE OMISSION OREXPRESSED REFERENCE TO ANY ITEM OF LABOR OR MATERIALS REQUIRED FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCEWITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR ANDMATERIALS.

2. THESE PLANS, SPECIFICATIONS, AND ALL MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL AND INDUSTRY REQUIREMENTS,AND STANDARDS INCLUDING WITHOUT LIMITATION TO THE FOLLOWING:

A. CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2019 EDITION.

B. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 (CALIFORNIA ELECTRICAL CODE), 2019 EDITION.

C. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 (CALIFORNIA ENERGY CODE), 2019 EDITION.

D. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 (CALIFORNIA FIRE CODE), 2019 EDITION.

E. OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OFCALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.

F. THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIRACT").

G. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS.

H. THE MOST CURRENT APPROVED ISSUES OF ANY NOTED SPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESSNOTED OTHERWISE.

3. THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL SYSTEMS, AND THEY ARE NOT INTENDED TO INDICATE OR REQUIRE ANYCONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES.

4. IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL RULES APPLY:

A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.

B. SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS ARE TO BE CONSIDERED ONLY APPROXIMATE. FIELD VERIFY DIMENSIONSPRIOR TO BID.

C. BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVELOF QUALITY AND DETAIL, AND THEREFORE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION ANDINFORMATION, ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED; AND THE CONTRACTOR IS REQUIRED TO CAREFULLYREVIEW THE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF ANAPPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER AN ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DO SOBEFORE BIDDING OR OTHERWISE PROCEEDING.

D. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ARCHITECTIMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

5. SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOLSETFORTH IN AIA DOCUMENT A201, AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTINGCONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL.

6. IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTIONSAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

7.LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING ANDTRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUIT, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/ORDAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHERCONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOTSHOWN OR DETAILED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCHUNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FORCONSTRUCTION SAFETY.

8.PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE FROM ANY CAUSE WHATSOEVER AND PROVIDE ADEQUATE ANDPROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL THEWORK UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND REPLACE ALL DAMAGED OR DEFECTIVE WORK, MATERIALS ANDEQUIPMENT BEFORE REQUESTING FINAL ACCEPTANCE

9.THE DRAWINGS INDICATE IN A DIAGRAMMATIC MANNER, THE DESIRED LOCATIONS OF ARRANGEMENT OF THE COMPONENTS OFELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS, AND UNDEFINEDCONSTRUCTION DETAILS AS A JOB CONDITION TO BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE REQUIREMENTS. PROPERJUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLESPACE, AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF CONDITIONS ENCOUNTERED.

10.PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED.

11.GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OFCALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION.

ELECTRICAL SHEET INDEX

SHEET TITLESHEET NUMBER
TITLE SHEET AND NOTESE1
E2SINGLE LINE DIAGRAM AND PANEL SCHEDULES
E3SITE ELECTRICAL PLAN
E4DETAILS

POWER OUTAGE NOTES

1.ANY INTERRUPTION OF THE ELECTRICAL SERVICES FOR THE PERFORMANCE OF THIS WORK SHALL BE AT THE CONVENIENCE OF THE OWNER ANDPERFORMED ONLY AFTER CONSULTATION WITH THE OWNER'S REPRESENTATIVE. WORK INVOLVING CIRCUIT OUTAGES SHALL BE ONLY AT SUCH ATIME AND OF SUCH A DURATION AS APPROVED IN WRITING. WORK INVOLVING CIRCUIT OUTAGES FOR THE WORK REQUIRED TO CONNECT NEWEQUIPMENT AND DISCONNECT EXISTING EQUIPMENT SHALL BE PERFORMED AT THE CONVENIENCE OF THE OWNER.

2.ANY ADDED COSTS TO CONTRACTOR DUE TO NECESSITY OF COMPLYING WITH THIS ARTICLE SHALL BE INCLUDED IN THE CONTRACT SCOPE OFWORK.

3.WHEN ELECTRICAL WORK INVOLVING POWER DISRUPTIONS TO EXISTING AREAS IS INITIATED, THE WORK SHALL PROCEED ON A CONTINUOUSBASIS WITHOUT STOPPING UNTIL ELECTRIC POWER IS RESTORED TO THE AFFECTED AREAS.

4.THE CONTRACTOR SHALL REQUEST TO THE OWNER'S REPRESENTATIVE A MINIMUM OF ONE WEEK IN ADVANCE, FOR ANY PROPOSED ELECTRICALOUTAGE.

UNIT PRICING
PROVIDE UNIT PRICING WITH BID FOR THE SUPPLYAND INSTALLATION OF THE FOLLOWING ITEMS:

1.3/4"C. PER LF

2.1"C. PER LF

3.1-1/4"C. PER LF

4.1-1/2"C. PER LF

5.2"C. PER LF

6.2-1/2"C. PER LF

7.3"C. PER LF
SPECIFICATION E5
File Name:Drawn:Checked:

Drawing No.:
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) Date:

Drawing Title:

Description:Date:Rev:

FBA Project Number :

FBAEngineering
Consulting Electrical Engineers
fbaengr.comStamp
Scale:
drawingof
1170.003
12-20-2022 HEROES PARKELECTRICAL UPGRADES
FBA Job Number: 1170.003
GRBZ

SINGEL LINE DIAGRAMAND PANEL SCHEDULES
E224 SINGLE LINE DIAGRAM1 SCALENONE
E - INDICATES EXISTING LOAD TO BE CONNECTED TO NEW PANEL.

E - INDICATES EXISTING LOAD TO BE CONNECTED TO NEW PANEL.

E - INDICATES EXISTING LOAD TO BE CONNECTED TO NEW PANEL.

REPLACE EXISTING PANELBOARD. MATCH EXISTING CIRCUITBREAKER SIZE AND QUANTITIES.

REPLACE EXISTING TRANSFORMER.

REPLACE EXISTING LOAD CENTER WITH 60A 120/240V, 1PH,3W, 6 CIRCUIT LOAD CENTER WITH (6) 20A/1P CIRCUITBREAKERS. 1#8 GROUND TO 3/4" x 10' - 10" COPPER CLAD, STEEL DRIVENGROUND ROD. 1/2"C. - 2#12 & 1#12 GRD.
3/4"C. - 3#10 & 1#8 GRD.

REPLACE ALL WIRING FROM PANEL BOARD TO CONTACTORAND TO LIGHTS AND SCOREBOARD. REUSE CONDUITWHEREVER POSSIBLE. MATCH SIZE OF EXISTINGCONDUCTORS BUT NOT LESS THAN THE RATING OF THECIRCUIT BREAKER.

REPLACE ALL WIRING FROM LOAD CENTER TOSCOREBOARD, RECEPTACLES AND ALL EXISTING LOADS,FIELD VERIFY EXISTING LOADS. REUSE CONDUITWHEREVER POSSIBLE. MATCH SIZE OF EXISTINGCONDUCTORS BUT NOT LESS THAN THE RATING OF THECIRCUIT BREAKER.

REPLACE FEEDER CONDUCTORS. REUSE EXISTINGCONDUIT WHEREVER POSSIBLE.

PROVIDE (1) 20A/2P CIRCUIT BREAKER TO FEED NEWTRANSFORMER 1 2
3 4
5 6
7 8
9 NOTE:

ALL WORK SHOWN LIGHT IS EXISTING. ALL WORK SHOWN BOLD IS NEW.

KEY NOTES
9 5
6 3 8
1 7
9 4
6 3 8
1 7
5 44
38 6
5 17
9 2
PANEL BOARD NOTES:

1.PROVIDE NEW CONTACTORS, RATED FOR SIZE OF CIRCUITBREAKERS, FOR ALL SPORTS FIELD LIGHTING .

2.CONNECT THE EXISTING MUSCO SPORTS FIELD LIGHTING CONTROLSTO THE NEW CONTACTORS FOR A COMPLETE AND OPERABLESYSTEM. 10 101010
MAIN SWITCHBOARD "MS"
DISTRIBUTION SWITCHBOARD "MSB"
SCE CO. TRANSFORMER

PANELBOARD C(IN MSB) PANELBOARD E

PANELBOARD A

PANELBOARD B
CONCESSIONS BLDG.

PANELBOARD HPANELBOARD L

PANELBOARD D
FIELD 1
FIELD 2
FIELD 3
SPORTS FIELD LIGHT.VERIFY EXACTLOCATION IN FIELD.(TYPICAL)

SCORE BOARD

SCORE BOARDS

SCORE BOARD
ELECTRICAL SITE PLAN1 SCALE1" = 50'-0"
File Name:Drawn:Checked:

Drawing No.:
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) Date:

Drawing Title:

Description:Date:Rev:

FBA Project Number :

FBAEngineering
Consulting Electrical Engineers
fbaengr.comStamp
Scale:
drawingof
1170.003
12-20-2022 HEROES PARKELECTRICAL UPGRADES
FBA Job Number: 1170.003
GRBZ

SITE ELECTRICAL PLAN
E334
6E4 SEE
5E4 SEE
4E4 SEE

SITE PLAN GENERAL NOTES

1.LOCATIONS OF EXISTING UTILITIES ARE NOTSHOWN AND CONTRACTOR SHALL EXERCISEEXTREME CAUTION IN EXCAVATING ANDTRENCHING ON THIS SITE TO AVOID EXISTINGDUCTS, PIPING, OR CONDUITS, ETC., AND TOPREVENT HAZARDS TO PERSONNEL AND/ORDAMAGE TO EXISTING UNDERGROUND UTILITIESOR STRUCTURES WHETHER OR NOT SHOWN ANDINSTALLED BY ANY OTHER CONTRACTS. THEENGINEER IS NOT RESPONSIBLE FOR THELOCATION OF UNDERGROUND UTILITIES ORSTRUCTURES, WHETHER OR NOT SHOWN ORDETAILED AND INSTALLED BY ANY OTHERCONTRACTS. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ENGINEER, THEENGINEER SHOULD SEARCH UNIDENTIFIEDCONDITIONS BE DISCOVERED. THESE DRAWINGSAND SPECIFICATIONS DO NOT INCLUDE THENECESSARY ELEMENTS FOR CONSTRUCTIONSAFETY.

2.CONTRACTOR SHALL VERIFY THE LOCATION OFANY EXISTING UNDERGROUND UTILITIES ANDSTRUCTURES PRIOR TO COMMENCEMENT OFWORK BY CONTACTING UNDERGROUND SERVICEALERT (U.S.A.) AT 1(800) 422-4133, OR OTHER LOCALAPPLICABLE UNDERGROUND SERVICE ALERTAGENCIES.

3.THE DRAWINGS ILLUSTRATE LOCATIONS OFEQUIPMENT AND ASSEMBLIES. CONTRACTORSHALL CLOSELY COORDINATE EXACT LOCATIONSAND MOUNTING DEPTHS OF ALL EXISTING,STRUCTURES AND PATHWAYS, TO ENSURE FINALLOCATIONS ARE NOT IN CONFLICT.

4.ALL EQUIPMENT LOCATED OUTDOORS SHALL BEWEATHERPROOF, NEMA 3R RATED.

5.ALL UNDERGROUND CONDUIT SIZE SHALL NOT BELESS THAN ¾” - U.N.O.

6.MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. -U.N.O.

7.ALL SITE BRANCH CIRCUIT CONDUIT RUNS SHALLINCLUDE AN EQUIPMENT GROUND THAT AT AMINIMUM, MATCHES THE SIZE OF THE LARGESTBRANCH CIRCUIT CONDUCTOR.

8.PROVIDE PULL STRING IN ALL EMPTY CONDUITS.
44"
26"
EX. CONCRETE PADEXTEND CONCRETE PADPLAN VIEW

ELEVATION
EX. CONCRETE PADEXTEND CONCRETE PADMATCH DEPTH OF EXISTING 90"
62"NEMA 3R FREESTANDING CABINET

CONTINUOUS HINGE

PAD LOCKABLEHANDLE

EQUIPMENT MOUNTING LAYOUT

PANEL A
A1
T
TRANSFORMER "TA"

LOAD CENTER
PROVIDE NEW CONTACTORS.MATCH QUANTITY, SIZE ANDNUMBER OF POLES TO MATCHEXISTING CABINET NOTE:

1.MADE FROM 12GA. 304 #4 STAINLESS STEEL OVERLAPPING DOORS AND 3 POINT SS PADLOCKABLE HANDLE, WITH A 10GA. SHEET STEEL MOUNTING PANEL POWDER COATED WHITEOPEN BOTTOM TO HAVE 1/4 x 2 x 2 SS ANGLE TURNED INWARD.

2.ALL WIRING IN CABINET SHALL BE IN CONDUIT.

NEMA 1 ENCLOSURE FORLIGHTING CONTACTORS WITHHINGED DOOR 48"
54"
EX. CONCRETE PADEXTEND CONCRETE PADPLAN VIEW

ELEVATION
EX. CONCRETE PADEXTEND CONCRETE PADMATCH DEPTH OF EXISTING 90"
62"NEMA 3R FREESTANDING CABINET

CONTINUOUS HINGE

PAD LOCKABLEHANDLE

EQUIPMENT MOUNTING LAYOUT

PANEL D
D1
T
TRANSFORMER "TD"

LOAD CENTER
CABINET NOTE:

1.MADE FROM 12GA. 304 #4 STAINLESS STEEL OVERLAPPING DOORS AND 3 POINT SS PADLOCKABLE HANDLE, WITH A 10GA. SHEET STEEL MOUNTING PANEL POWDER COATED WHITEOPEN BOTTOM TO HAVE 1/4 x 2 x 2 SS ANGLE TURNED INWARD.

2.ALL WIRING IN CABINET SHALL BE IN CONDUIT.

NEMA 1 ENCLOSURE FORLIGHTING CONTACTORS WITHHINGED DOORREINSTALL EXISTINGELECTRONICEQUIPMENT PROVIDE NEW CONTACTORS.MATCH QUANTITY, SIZE ANDNUMBER OF POLES TO MATCHEXISTING 42"
30"
EX. CONCRETE PADEXTEND CONCRETE PADPLAN VIEW

ELEVATION
EX. CONCRETE PADEXTEND CONCRETE PADMATCH DEPTH OF EXISTING 90"
62"NEMA 3R FREESTANDING CABINET

CONTINUOUS HINGE

PAD LOCKABLEHANDLE

EQUIPMENT MOUNTING LAYOUT

PANEL B
B1
T
TRANSFORMER "TB"

LOAD CENTER
NEMA 1 ENCLOSURE FORLIGHTING CONTACTORS WITHHINGED DOOR CABINET NOTE:

1.MADE FROM 12GA. 304 #4 STAINLESS STEEL OVERLAPPING DOORS AND 3 POINT SS PADLOCKABLE HANDLE, WITH A 10GA. SHEET STEEL MOUNTING PANEL POWDER COATED WHITEOPEN BOTTOM TO HAVE 1/4 x 2 x 2 SS ANGLE TURNED INWARD.

2.ALL WIRING IN CABINET SHALL BE IN CONDUIT.

REPLACE EXISTINGRECEPTACLE
PROVIDE NEW CONTACTORS.MATCH QUANTITY, SIZE ANDNUMBER OF POLES TO MATCHEXISTING File Name:Drawn:Checked:

Drawing No.:
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) Date:

Drawing Title:

Description:Date:Rev:

FBA Project Number :

FBAEngineering
Consulting Electrical Engineers
fbaengr.comStamp
Scale:
drawingof
1170.003
12-20-2022 HEROES PARKELECTRICAL UPGRADES
FBA Job Number: 1170.003
GRBZ

DETAILS
E444
SCALE: EXISTING CABINET AND PANEL BOARD A1 NTS SCALE: EXISTING CABINET AND PANEL BOARD D2 NTS SCALE: EXISTING CABINET AND PANEL BOARD B3 NTS SCALE: CABINET AND PANEL BOARD A DETAIL4 1/2" = 1' - 0" SCALE: CABINET ANCHOR DETAIL7 NTSSCALE: EXISTING CABINET AND PANEL BOARD D5 1/2" = 1' - 0" SCALE: EXISTING CABINET AND PANEL BOARD B6 1/2" = 1' - 0"

HOUSING

HOLD-DOWN PLATE

CONCRETE PAD
REBAR±3" TYPICAL1" TYPICAL

BASE FRAME
±1" TYPICAL
DETAIL NOTES:(PADS AND ANCHORAGE FOR EQUIPMENT)
CONTINUOUS CHAMFER FINISH ALL CONCRETE PAD EXPOSED EDGESAND CORNER INTERSECTION, TYPICAL.

STEEL REINFORCING (REBAR), PLACED HORIZONTALLY 6-INCHESON CENTER EACH DIRECTION CONTINUOUS INSIDE CONCRETE PAD.

A. #5 REBAR FOR EQUIPMENT TOTAL WEIGHT 1000 POUNDS OR GREATER.

B. #4 REBAR FOR EQUIPMENT TOTAL WEIGHT LESS THAN 1000 POUNDS.

CLEAN SAND BACKFILL, 4-INCH DEPTH AND 90-PERCENT MACHINECOMPACTION, UNDER EQUIPMENT PAD. 5/8-INCH DIAMETER STAINLESS STEEL EXPANSION ANCHOR BOLT ANDNUT, WITH 4.5-INCH MINIMUM EMBEDMENT INTO CONCRETE. PROVIDEAT EACH CORNER OF EACH EQUIPMENT INDIVIDUAL SECTION, NOT TOEXCEED MORE THAN 36-INCHES ON CENTER FROM EACH ADJACENTANCHOR BOLT. HILTE-KWIK BOLT 2, ICBO #ER4627. LOAD TEST ASDESCRIBED IN STATE OF CALIFORNIA TITLE 24, SECTION 1925A.3.5 3/8-INCH MINIMUM EXPOSED THREADS AFTER ANCHOR BOLT NUT ISTIGHTENED TO COMPLY WITH MANUFACTURER'S TORQUERECOMMENDATIONS.

0.375-INCH MINIMUM THICKNESS, STAINLESS STEEL "HOLD-DOWN"PLATE.

TYPICAL EQUIPMENT EXTERIOR HOUSING ENCLOSURE, FLOORSTANDING.

EQUIPMENT CONTINUOUS BASE FRAME FOR ANCHORING AND EQUIPMENTSUPPORT, FACTORY INSTALLED AND CONTINUOUS WELD CONNECTED TOEQUIPMENT.

SAND BACKFILL
3" TYPICAL

ANCHOR BOLT
3" TYPICAL

FINISH GRADE
STEEL REINFORCED, CAST-IN-PLACE CONCRETE PAD, FORSUPPORT AND ANCHORING OF EQUIPMENT. TOP OF PADSHALL BE LEVEL AND FLAT WITHIN ±1/32-INCHES OVERENTIRE EQUIPMENT MOUNTING SURFACE AREA. 4500 PSICONCRETE MINIMUM COMPRESSIVE STRENGTH AFTER 28 DAYCURE TIME.

A. 8-INCH PAD FOR EQUIPMENT TOTAL WEIGHT 1000 POUNDS OR GREATER.

B. 6-INCH PAD FOR EQUIPMENT TOTAL WEIGHT LESS THAN 1000 POUNDS. 3-INCHES MINIMUM, TYPICAL ALL SIDES, 48-INCHMINIMUM ON "FRONT" SIDES OF EQUIPMENT, EXCEPT ASSHOWN OTHERWISE ON DRAWING PLAN VIEW.

SCALE:

File Name:Drawn:Checked:

Drawing No.:
150 Paularino Avenue Suite A120Costa Mesa, CA 92626949.852.9995 949.852.1657 (fax) Date:

Drawing Title:

Description:Date:Rev:

FBA Project Number :

FBAEngineering
Consulting Electrical Engineers
fbaengr.comStamp
Scale:
drawingof
1170.003
12-20-2022 HEROES PARKELECTRICAL UPGRADES
FBA Job Number: 1170.003
GRBZ

ELECTRICALSPECIFICATIONS
E514

4.BACKFILL MATERIAL:

A.SAND BACKFILL SHALL BE CLEAN WITH NO CLAY OR ORGANIC MATERIALS, FREE OF STATE OF CALIFORNIA AND EPA DEFINEDTOXIC CONSTITUENTS, TOTAL CHLORIDE CONTENT LESS THAN 500 PPM, TOTAL SULFATE CONTENT LESS THAN 150 PPM, SAND PHGREATER THAN 4.5 AND LESS THAN 9.0. SAND AND NATIVE SOIL BACKFILL OF TRENCHES SHALL BE MACHINE VIBRATED IN 6-INCHLIFTS TO PROVIDE NOT LESS THAN 90% COMPACTION OF BACKFILL.B.NATIVE SOIL BACKFILL SHALL HAVE NO GRAVEL OR STONES, AND NO ORGANIC MATTER OF AGGREGATE GREATER THAN 1-INCH.C.CONCRETE MIX AND SLURRY MIX BACKFILL SHALL BE MACHINE VIBRATED DURING INSTALLATION TO REMOVE “AIR-VOIDS”.D.THE SLURRY MIX SHALL CONSIST OF CONCRETE, CLEAN GRAVEL, CLEAN SAND AND CLEAN WATER MIXTURE, 1000PSICOMPRESSIVE 28-DAY CURE STRENGTH. MAXIMUM SHRINKING OF SLURRY MIX SHALL NOT EXCEED 5% WET TO DRY.

5.INSTALLATION DEPTH BELOW FINISH GRADE OF UNDERGROUND CONDUITS AND UNDERGROUND RACEWAYS. IN NOCONDITION/LOCATION LESS THAN 12-INCHES BELOW WINTER UNDERGROUND FROST-LINE. UNDERGROUND DEPTH DIMENSIONSSHALL BE MEASURED FROM FINISH TOP OF GRADE ELEVATION TO TOP OF ALL UNDERGROUND CONDUITS/RACEWAYS, TYPICALEXCEPT UNDER BUILDINGS.

A.UNDER NON-TRAFFIC AREAS NOT COVERED WITH PAVING OR CONCRETE, NOT LESS THAN 24-INCHES UNDERGROUND.B.UNDER TRAFFIC AREAS INCLUDING ROADS AND PARKING AREAS, NOT LESS THAN 36-INCHES UNDERGROUND.C.UNDER PUBLIC/PRIVATE TRANSIT SYSTEM RIGHT-OF-WAY AND RAILROAD RIGHT-OF-WAY, NOT LESS THAN 48-INCHESUNDERGROUND.

6.PROVIDE LONG RADIUS HORIZONTAL BENDS (MINIMUM RADIUS OF 36-TIMES THE CONDUIT DIAMETER) IN UNDERGROUND CONDUITSWHERE THE CONDUIT IS IN EXCESS OF 100-FEET LONG.

7.CONDUITS INSTALLED BELOW GRADE AND ON GRADE BELOW BUILDINGS, SHALL NOT BE SMALLER THAN 0.75-INCH.

8.RACEWAY/CONDUITS, WHICH ARE INSTALLED AT THIS TIME AND LEFT EMPTY FOR FUTURE USE, SHALL HAVE 0.25-INCH DIAMETERPOLYVINYL ROPE LEFT IN PLACE FOR FUTURE USE. THE PULL ROPE SHALL BE 500-POUNDS MINIMUM TENSILE STRENGTH. PROVIDE AMINIMUM OF 5-FEET OF SLACK AT EACH END OF PULL ROPES.

3.03 WIRE AND CABLE
A.BRANCH CIRCUIT AND FIXTURE JOINTS FOR #10 AWG AND SMALLER WIRE SHALL BE MADE WITH UL-APPROVED CONNECTORS LISTED FOR600 VOLTS, APPROVED FOR USE WITH COPPER AND/OR ALUMINUM WIRE. CONNECTOR TO CONSIST OF A CONE-SHAPED, EXPANDABLECOIL SPRING INSERT, INSULATED WITH A NYLON SHALL AND 2 WINGS PLACED OPPOSITE EACH OTHER TO SERVE AS A BUILT-IN WRENCHOR SHALL BE MOLDED ONE-PIECE AS MANUFACTURED BY "SCOTCHLOK".

B.BRANCH CIRCUIT JOINTS #8 AND LARGER SCREW PRESSURE LUGS MADE OF HIGH STRENGTH STRUCTURAL ALUMINUM ALLOY ANDUL-APPROVED FOR USE WITH BOTH COPPER AND/OR ALUMINUM WIRE AS MANUFACTURED BY THOMAS & BETTS.

C.SPLICES INSULATED WITH PLASTIC SPLICING TAPE, HALF-LAPPED AND AT LEAST THE THICKNESS OF THE WIRE INSULATION. TAPE SHALLBE FRESH AND QUALITY EQUAL TO SCOTCH.

D.CORRESPOND EACH CIRCUIT TO THE BRANCH NUMBER INDICATED ON THE PANEL SCHEDULE SHOWN ON THE DRAWINGS EXCEPT WHEREDEPARTURES ARE APPROVED BY THE ARCHITECT OR THE OWNER'S INSPECTORS.

E.ALL WIRING, INCLUDING LOW VOLTAGE, SHALL BE INSTALLED IN CONDUIT, UNLESS OTHERWISE NOTED.

F.WIRING WITHIN PANEL ENCLOSURES TO BE NEATLY GROUPED AND LACED WITH THOMAS & BETTS "TY-RAP" SPACED 3" APART ANDFANNED OUT TO THE TERMINALS. TAG ALL SPARE CONDUCTORS.

ELECTRICAL SPECIFICATIONS
PART 1.00 GENERAL

1.01 RELATED DOCUMENTS
A. THE REQUIREMENTS OF THE GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS AND PERTINENT PROVISIONS OFSECTIONS IN DIVISION ONE OF THESE SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION.

1.02 SCOPE
A. WORK INCLUDED: ALL LABOR, MATERIALS, APPLIANCE, TOOLS, EQUIPMENT, FACILITIES, TRANSPORTATION, AND SERVICE NECESSARYFOR, AND INCIDENTAL TO, PERFORMING ALL OPERATIONS IN CONNECTION WITH FURNISHING, DELIVERY, AND INSTALLATION OF THEWORK OF THIS SECTION, COMPLETE, AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREIN.

1.03 GENERAL SUMMARY OF ELECTRICAL WORK
A. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS. THE OMISSION OFEXPRESSED REFERENCE TO ANY ITEM OF LABOR OR MATERIALS FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITHPRESENT PRACTICE OF TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS.

B. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN MANY RESPECTS. IT IS NOT WITHIN THE SCOPE OF THESE DRAWINGS TO SHOW ALLNECESSARY BENDS, OFFSETS, OR PULLBOXES REQUIRED. SIZES AND LOCATIONS OF EQUIPMENT AND WIRING MAY BE DISTORTED FORCLARITY ON THE DRAWINGS.

C. BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL FEATURES OF THE EXISTING SITE.

1.04 QUALITY ASSURANCE, STANDARDS AND SYMBOLS
A. WORK AND MATERIALS IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA CODE OF REGULATIONS,TITLE 24, TITLE "8 DIVISION OF INDUSTRIAL SAFETY", THE CITY OF LAKE FOREST, CALIFORNIA ELECTRICAL CODE, THE NATIONAL LIFESAFETY CODE, PERTINENT N.F.P.A. PUBLICATIONS AND OTHER FEDERAL STATE OR OTHER CITY AGENCIES HAVING JURISDICTION.

1.05 QUALITY ASSURANCE, STANDARDS AND SYMBOLS
A.WORK AND MATERIALS IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA CODE OF REGULATIONS,TITLE 24, TITLE "8 DIVISION OF INDUSTRIAL SAFETY", THE CITY OF LAKE FOREST, CALIFORNIA ELECTRICAL CODE, THE NATIONAL LIFESAFETY CODE, PERTINENT N.F.P.A. PUBLICATIONS AND OTHER FEDERAL STATE OR OTHER CITY AGENCIES HAVING JURISDICTION.

B.KEEP A COPY OF ALL APPLICABLE CODES AVAILABLE AT THE JOB SITE AT ALL TIMES WHILE PERFORMING WORK UNDER THIS SECTION.NOTHING IN PLANS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OFCODES.

C.SHOULD ANY CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESEREQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE CITY'S PROJECT MANAGER AT ONCE IN WRITING AND CEASE WORK IN PARTS OFTHE CONTRACT WHICH ARE AFFECTED.

1.06 SUBMITTALS
A.SHOP DRAWINGS

1.SUBMIT SHOP DRAWINGS FOR ALL ELECTRICAL ITEMS EXCEPT INSTALLATION MATERIALS SUCH AS CONDUIT, CONDUIT FITTINGS,OUTLET BOXES, 600-VOLT CONDUCTORS, WIRING DEVICES, ETC.

2.SUBMITTALS WHICH ARE INTENDED TO BE REVIEWED AS A SUBSTITUTION OR DEPARTURE FROM THE CONTRACT DOCUMENTS MUSTBE SPECIFICALLY NOTED AS SUCH OR THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL PREVAIL, REGARDLESS OF THEACCEPTANCE OF THE SUBMITTAL.

3.SHOP DRAWINGS SHALL INCLUDE DIMENSIONED PLANS, ELEVATIONS, DETAILS, WIRING DIAGRAMS AND DESCRIPTIVE LITERATUREOF COMPONENT PARTS WHERE APPLICABLE.

4.SHOP DRAWINGS SHALL INCLUDE THE MANUFACTURER'S PROJECTED DAYS FOR SHIPMENT FROM THE FACTORY OF COMPLETEDEQUIPMENT, AFTER THE EQUIPMENT IS RELEASED FOR PRODUCTION BY THE CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR TO ENSURE THAT ALL MATERIAL AND EQUIPMENT IS ORDERED IN TIME TO PROVIDE AN ORDERLY PROGRESSIONOF THE WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CHANGES IN DELIVERY WHICH WOULD AFFECT THEPROJECT COMPLETION DATE.

B.PORTABLE OR DETACHABLE PARTS: THE CONTRACTOR SHALL RETAIN IN HIS POSSESSION AND BE RESPONSIBLE FOR ALL PORTABLEAND DETACHABLE PARTS OR PORTIONS OF THE INSTALLATION SUCH AS FUSES, KEYS, LOCKS ADAPTERS, LOCKING CLIPS, AND INSERTSUNTIL FINAL COMPLETION OF HIS WORK. THESE PARTS SHALL THEN BE DELIVERED TO THE OWNER, OR HIS AUTHORIZEDREPRESENTATIVE.

1.07 RECORD DRAWINGS
A.PROVIDE AND MAINTAIN IN GOOD ORDER A COMPLETE SET OF ELECTRICAL CONTRACT PRINTS. CHANGES TO THE CONTRACT TO BECLEARLY RECORDED ON THIS SET OF PRINTS. AT THE END OF THE PROJECT, THE CONTRACTOR SHALL TRANSFER ALL CHANGES TO ONESET REPRODUCIBLE DRAWING TO BE DELIVERED UNFOLDED TO THE ARCHITECT.

B.THE CONTRACTOR SHALL KEEP THE "AS-BUILT" PRINTS UP TO DATE CURRENT WITH ALL WORK PERFORMED.

1.08 CLEANING EQUIPMENT, MATERIALS, PREMISES
A.ALL PARTS OF THE EQUIPMENT SHALL BE THOROUGHLY CLEANED OF DIRT, RUST, CEMENT, PLASTER, ETC., AND ALL CRACKS ANDCORNERS SCRAPED OUT CLEAN. SURFACES TO BE PAINTED SHALL BE CAREFULLY CLEANED OF GREASE AND OIL SPOTS AND LEFTSMOOTH, CLEAN AND IN PROPER CONDITION TO RECEIVE PAINT FINISH.

1.09 JOB CONDITIONS - PROTECTION
A.PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE FROM ANY CAUSE WHATEVER AND PROVIDE ADEQUATE AND PROPERSTORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL THE WORK UNTILFINAL ACCEPTANCE OF THE WORK BY THE OWNER AND REPLACE ALL DAMAGED OR DEFECTIVE WORK, MATERIALS AND EQUIPMENTBEFORE REQUESTING FINAL ACCEPTANCE.

1.10 CUTTING AND PATCHING
A. PERFORM CUTTING AND PATCHING ON THE CONSTRUCTION WORK WHICH MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THEELECTRICAL WORK. PATCHING SHALL BE OF THE SAME MATERIAL, WORKMANSHIP AND FINISH AS SPECIFIED AND ACCURATELY MATCHSURROUNDING WORK TO SATISFACTION OF THE CITY'S PROJECT MANAGER.

1.11IDENTIFICATION
A.PANELBOARDS, TERMINAL CABINETS, CIRCUIT BREAKERS, DISCONNECT SWITCHES, STARTERS, RELAYS, TIME SWITCHES, CONTACTORS,PUSHBUTTON CONTROL STATIONS, AND OTHER APPARATUS USED FOR OPERATION OF CONTROLS OF FEEDERS, CIRCUITS, APPLIANCES,OR EQUIPMENT SHALL BE PROPERLY IDENTIFIED BY MEANS OF DESCRIPTIVE NAMEPLATES OR TAGS PERMANENTLY ATTACHED TO THEAPPARATUS AND WIRING.

B.NAMEPLATES SHALL BE ENGRAVED LAMINATED PHENOLIC. SHOP DRAWINGS WITH DIMENSIONS AND FORMAT SHALL BE SUBMITTED TOTHE CITY'S PROJECT MANAGER BEFORE INSTALLATION. ATTACHMENT TO EQUIPMENT SHALL BE WITH ESCUTCHEON PINS, RIVETS,SELF-TAPPING SCREWS OR MACHINE SCREWS. SELF-ADHERING OR ADHESIVE BACKED NAMEPLATES SHALL NOT BE USED.

C.PROVIDE BLACK-ON-WHITE LAMINATED PLASTIC NAMEPLATE FOR NORMAL POWER AND WHITE-ON-RED NAMEPLATE FOR EMERGENCYPOWER, ENGRAVED IN MINIMUM 1/4-INCH-HIGH LETTERS SIZED AS REQUIRED, TO IDENTIFY EACH PIECE OF ELECTRICAL DISTRIBUTIONAND CONTROL EQUIPMENT AND ASSOCIATED SECTIONS, COMPARTMENTS, AND COMPONENTS.

1.PANELBOARDS:

A.EQUIPMENT DESIGNATIONS AS SHOWN ON DRAWINGS.B.IDENTIFY AMPERE RATING.C.IDENTIFY VOLTAGE AND PHASE.D.IDENTIFY POWER SOURCE AND CIRCUIT NUMBER. INCLUDE LOCATION WHEN NOT WITHIN SIGHT OF EQUIPMENT.E.IDENTIFY MAIN OVER CURRENT PROTECTIVE DEVICE. USE IDENTIFICATION LABEL FOR PANELBOARDS WITH A DOOR. FOR POWERDISTRIBUTION PANELBOARDS WITHOUT A DOOR, USE IDENTIFICATION NAMEPLATE.F.USE TYPEWRITTEN CIRCUIT DIRECTORY TO IDENTIFY LOAD(S) SERVED FOR PANELBOARDS WITH A DOOR.G.FOR POWER PANELBOARDS WITHOUT A DOOR, USE IDENTIFICATION NAMEPLATE TO IDENTIFY LOAD(S) SERVED FOR EACH BRANCHDEVICE.

2.TIME SWITCHES:

A.EQUIPMENT DESIGNATIONS AS SHOWN ON DRAWINGS.B.IDENTIFY LOAD(S) SERVED AND ASSOCIATED CIRCUITS CONTROLLED. INCLUDE LOCATION.

3.ENCLOSED CONTACTORS:

A.EQUIPMENT DESIGNATIONS AS SHOWN ON DRAWINGS.B.IDENTIFY AMPERE RATING.C.IDENTIFY VOLTAGE AND PHASE.D.IDENTIFY CONFIGURATION, E.G., E.O.E.H. (ELECTRICALLY OPERATED, ELECTRICALLY HELD) OR E.O.M.H. (ELECTRICALLY OPERATED,MECHANICALLY HELD).

D.CARDHOLDERS AND CARDS SHALL BE PROVIDED FOR CIRCUIT IDENTIFICATION IN PANELBOARDS. CARDHOLDERS SHALL CONSIST OF AMETAL FRAME RETAINING A CLEAR PLASTIC COVER PERMANENTLY ATTACHED TO THE INSIDE OF PANEL DOOR. LIST OF CIRCUITS SHALLBE TYPEWRITTEN ON CARD. CIRCUIT DESCRIPTION SHALL INCLUDE NAME OR NUMBER OF CIRCUITS, AREA, AND CONNECTED LOAD.

1.12 ELECTRICAL WORK CLOSEOUT
A.PREPARE THE FOLLOWING ITEMS AND SUBMIT TO THE CITY'S PROJECT MANAGER BEFORE FINAL ACCEPTANCE.

1.TWO COPIES OF LOCAL AND/OR STATE CODE ENFORCING AUTHORITIES FINAL INSPECTION CERTIFICATES.

2.COPIES OF AS-BUILT RECORD DRAWINGS AS REQUIRED UNDER THE GENERAL CONDITIONS, PERTINENT DIVISION ONE SECTION ANDELECTRICAL GENERAL PROVISIONS.

3.TWO COPIES OF ALL RECEIPTS TRANSFERRING PORTABLE OR DETACHABLE PARTS TO THE OWNER WHEN REQUESTED.

4.NOTIFY THE CITY'S PROJECT MANAGER IN WRITING WHEN INSTALLATION IS COMPLETE AND THAT A FINAL INSPECTION OF THISWORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BECORRECTED TO THE SATISFACTION OF THE CITY'S PROJECT MANAGER BEFORE FINAL ACCEPTANCE CAN BE ISSUED.

5.THREE COPIES OF OPERATING AND MAINTENANCE INSTRUCTION BOOKS COVERING ALL ELECTRICAL EQUIPMENT AND SYSTEMS.

PART 2 - PRODUCTS

2.01 CONDUIT
A.RIGID METAL CONDUIT: STEEL, HOT DIP GALVANIZED, SHERARDIZED OR ZINC COATED.

B.INTERMEDIATE STEEL CONDUIT (IMC): STEEL, HOT DIP GALVANIZED, SHERARDIZED OR ZINC COATED. COUPLINGS AND CONNECTORSSHALL BE THREADED AND RATED "LIQUID TIGHT".

C.ELECTRICAL METALLIC TUBING: STEEL, GALVANIZED OR SHERARDIZED. COUPLINGS AND CONNECTORS, SEAMLESS STEELCONSTRUCTION AND OF THE SET SCREW OR WATERTIGHT COMPRESSION TYPE EQUAL TO THOMAS & BETTS CO. #5123 OR #5031 SERIES,COMPLETE WITH INSULATED THROATS.

D.FLEXIBLE CONDUIT: STEEL, GALVANIZED. CONNECTOR SHALL BE EQUAL TO THOMAS & BETTS CO. #3312 AND/OR #3332 SERIES,COMPLETE WITH INSULATED THROAT.

E.LIQUID-TIGHT FLEXIBLE CONDUIT: SEALTITE TYPE U.A. WITH APPLETON SERIES "ST" CONNECTORS.

F.RIGID NON-METALLIC CONDUIT (RNMC):

1.POLYVINYL CHLORIDE (PVC)-RNMC
A.PVC-SCHEDULE 40 HEAVY WALL CONSTRUCTION.B.PVC-SCHEDULE 80 EXTRA HEAVY WALL CONSTRUCTION.C.PVC-TYPE EB.

G.CONDUIT BODIES: PROVIDE TYPES AND SIZES AS REQUIRED FOR THE LOCATION AND APPLICATION. COVERS SHALL BE GASKETED ANDSECURED WITH CORROSION RESISTANT SCREWS.

H.WIREWAYS AND AUXILIARY GUTTERS: PROVIDE TYPES AND SIZES AS INDICATED OR AS REQUIRED FOR THE LOCATION, APPLICATION, ANDWIRE FILL PER CEC REQUIREMENTS. FOR INDOOR DRY LOCATIONS COAT WITH RUST INHIBITOR AND GRAY BAKED ENAMEL FINISH. FORWET LOCATIONS PROVIDE HOT-DIPPED GALVANIZED MATERIAL WITH GRAY BAKED ENAMEL FINISH AND GASKETED COVERS.

2.02 WIRE AND CABLE
A.COPPER CONDUCTORS: #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. CONDUCTORS #10 AWG ANDSMALLER SHALL BE SOLID AND #8 AWG AND LARGER SHALL BE STRANDED. TYPE OF WIRE AS NOTED ON DRAWINGS OR AS FOLLOWS:

1.TYPE XHHW OR THWN INSULATION USED FOR ALL CONDUCTORS UNLESS OTHERWISE NOTED.

2.THE FOLLOWING COLOR CODE FOR 120/208-VOLT BRANCH CIRCUITS: NEUTRAL - WHITE (TAPE FEEDER NEUTRALS WITH WHITE TAPENEAR CONNECTIONS); GROUND - GREEN; ISOLATED GROUND - GREEN WITH YELLOW STRIPE; PHASE A - BLACK; PHASE B - RED; PHASEC - BLUE.

3.THE FOLLOWING COLOR CODE FOR 277/480-VOLT BRANCH CIRCUITS: NEUTRAL - GREY - TAPE FEEDER NEUTRALS WITH GREY TAPENEAR CONNECTIONS); GROUND - GREEN; PHASE A - BROWN; PHASE B - ORANGE; PHASE C - YELLOW.

4.FEEDERS IDENTIFIED AS TO PHASE OR LEG IN EACH PANELBOARD WITH PRINTED IDENTIFYING TAPE.

2.03 BOXES
A.PULL AND JUNCTION BOXES: PROVIDE TYPES AND SIZES AS INDICATED OR AS REQUIRED FOR THE LOCATION, APPLICATION AND WIRE FILLPER CEC REQUIREMENTS. FOR WET LOCATIONS PROVIDE HOT-DIPPED GALVANIZED MATERIAL WITH GRAY BAKED ENAMEL FINISH ANDGASKETED COVERS.

2.04STRUCTURAL AND MISCELLANEOUS STEEL
A.STRUCTURAL AND MISCELLANEOUS STEEL USED IN CONNECTION WITH ELECTRICAL WORK AND LOCATED OUT-OF-DOORS OR IN DAMPLOCATIONS, TO BE HOT-DIP GALVANIZED UNLESS OTHERWISE SPECIFIED. INCLUDED ARE UNDERGROUND PULLBOX COVERS AND SIMILARELECTRICAL ITEMS. GALVANIZING AVERAGE 2.0 OUNCE PER SQUARE FOOT AND CONFORM TO ASTM A123.

2.05 CIRCUIT BREAKER
A.WHERE TWO OR THREE POLE BREAKERS OCCUR IN THE PANELS, THEY SHALL BE COMMON TRIP UNITS. SINGLE POLE BREAKERS WITHTIE-BAR BETWEEN HANDLES WILL NOT BE ACCEPTED.

B.CIRCUIT BREAKERS SHALL BE ARRANGED IN THE PANELS SO THAT THE BREAKERS ON THE PROPER TRIP SETTINGS AND NUMBERSCORRESPOND TO THE NUMBERING IN THE PANEL SCHEDULES ON THE DRAWINGS. CIRCUIT NUMBERS OF BREAKERS SHALL BEBLACK-ON-WHITE MICARTA TABS OR OTHER PREVIOUSLY APPROVED METHOD. CIRCUIT NUMBER TABS WHICH CAN READILY BE CHANGEDFROM FRONT OF PANEL WILL NOT BE ACCEPTED. CIRCUIT NUMBER TABS WHICH CAN SHALL NOT BE ATTACHED TO OR BE A PART OF THEBREAKER.

C.CIRCUIT BREAKERS SHALL BE BOLT ON TYPE.

2.06 DISCONNECTS
A.DISCONNECT SWITCHES SHALL BE 250-VOLT OR 600-VOLT A.C., NEMA TYPE HD, QUICK-MADE, QUICK-BREAK, H.P. RATED, FUSIBLE ORNON-FUSIBLE CLASS "R", IN NEMA TYPE 1 ENCLOSURE, LOCKABLE, WITH NUMBER OF POLES AND AMPERAGE AS INDICATED ON THEDRAWINGS. WHERE ENCLOSURE IS INDICATED W.P. (WEATHERPROOF) SWITCHES SHALL BE IN RAIN TIGHT NEMA TYPE 3R ENCLOSURE,LOCKABLE. MAXIMUM VOLTAGE, CURRENT AND HORSEPOWER RATING CLEARLY MARKED ON THE SWITCH ENCLOSURE AND SWITCHESHAVING DUAL ELEMENT FUSES SHALL HAVE RATING INDICATED ON THE METAL PLATE. MANUFACTURED BY GE, SQUARE-D OR APPROVEDEQUAL.

2.07 PANELBOARDS
A.PANELBOARDS SHALL BE FLUSH, OR SURFACE MOUNTING AS INDICATED WITH CIRCUIT BREAKERS AS SHOWN ON PANEL SCHEDULE,HINGED DOORS, INDEX CARD HOLDERS AND PROPER BUSSING.

B.WHERE INDICATED ON THE DRAWINGS, PANELBOARDS SHALL BE FURNISHED WITH SUB-FEED BREAKERS AND/OR LUGS, SPLIT BUSSING,CONTACTORS, TIME SWITCHES, RELAYS, ETC., AS REQUIRED.

C.PANELBOARD 208/120 VOLT, THREE PHASE, 4 WIRE, S/N OR 120/240-VOLT, SINGLE PHASE, 3 WIRE, S/N.

PANELBOARD TYPES AS MANUFACTURED BY:

1.CUTLER-HAMMER....... TYPE POW-R-LINE 12.GENERAL ELECTRIC.......TYPE AQ3.SQUARE D..................TYPE NQD4.SIEMENS....................TYPE S SERIES D.PANELBOARDS FOR 480/277 VOLT, THREE PHASE, 4 WIRE, S/N.

PANELBOARD TYPES AS MANUFACTURED BY:

1.CUTLER HAMMER.........TYPE POW-R-LINE 12.GENERAL ELECTRIC........TYPE "A" SERIES3.SQUARE D..................TYPE NEHB E.PANELBOARDS SHOWN ON THE DRAWINGS WITH RELAYS, TIME CLOCKS OR OTHER CONTROL DEVICES SHALL HAVE A SEPARATE METALBARRIERED COMPARTMENT MOUNTED ABOVE PANEL WITH SEPARATE HINGED LOCKING DOOR TO MATCH PANELBOARD. PROVIDEMOUNTING SUBBASE IN CABINET FOR CONTROL DEVICES AND WIRING TERMINAL STRIPS.

F.PANELBOARD SHALL HAVE A CIRCUIT INDEX CARD HOLDER REMOVABLE TYPE, WITH CLEAR PLASTIC COVER. INDEX CARD SHALL HAVENUMBERS IMPRINTED TO MATCH CIRCUIT BREAKER NUMBERS.

G.BUSSING SHALL BE RECTANGULAR CROSS SECTION COPPER, OR SILVER OR TIN-PLATED ALUMINUM. BUSSING SHALL BE FULL LENGTH OFTHE ENCLOSURE.

PART 3 - EXECUTION

3.01 GROUNDING
A.GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS AND LOCAL AUTHORITIES HAVINGJURISDICTION.

B.EACH PANELBOARD, SWITCHBOARD, PULLBOX OR ANY OTHER ENCLOSURE IN WHICH SEVERAL GROUND WIRES ARE TERMINATED SHALLBE EQUIPPED WITH A GROUND BUS SECURED TO THE INTERIOR OF THE ENCLOSURE. THE BUS SHALL HAVE A SEPARATE LUG FOR EACHGROUND CONDUCTOR. NO MORE THAN ONE CONDUCTOR SHALL BE INSTALLED PER LUG.

3.02 CONDUIT
A.THE SIZES OF THE CONDUITS FOR THE VARIOUS CIRCUITS AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY CODE FOR THE SIZEAND NUMBER OF CONDUCTORS TO BE PULLED THEREIN. OPEN ENDS CAPPED WITH APPROVED MANUFACTURED CONDUIT SEALS AS SOONAS INSTALLED AND KEPT CAPPED UNTIL READY TO PULL IN CONDUCTORS. WHERE RUNNING THREAD UNIONS ARE NECESSARY, ONLYAPPROVED MANUFACTURED CONDUIT UNIONS USED. NO BENDS OR OFFSETS WILL BE PERMITTED UNLESS ABSOLUTELY NECESSARY.CONDUITS TO BE CONCEALED EXCEPT AS NOTED OTHERWISE.

B.RIGID STEEL CONDUIT OR INTERMEDIATE METAL CONDUIT SHALL BE USED WHERE PLACED UNDERGROUND IN CONCRETE, IN BRICK ORMASONRY WALLS OR EXPOSED ON ROOFS. RIGID STEEL CONDUIT SHALL NOT BE INSTALLED IN DIRECT CONTACT WITH THE EARTH ORSAND. CONDUITS INSTALLED IN A WET, OR EXPOSED LOCATION IN CONCRETE HAVE THREADS FILLED WITH RED LEAD. FOR SHORT RUNSOF CONDUITS INSTALLED IN THE GROUND AND WITH ARCHITECT'S APPROVAL, CONDUITS MAY BE "HALF" LAPPED WITH POLYVINYLCHLORIDE TAPE EQUAL TO SCOTCH WRAP. JOINTS TO BE "DOUBLE" WRAPPED. TAPE SHALL BE 10 MIL. THICK.

C.ELECTRICAL METALLIC TUBING UP TO AND INCLUDING 4 INCH MAY BE INSTALLED AS PERMITTED BY CODES REFERENCE WITHINSPECIFICATION.

D.FLEXIBLE CONDUIT MAY BE INSTALLED AS PERMITTED BY CODES REFERENCED WITHIN SPECIFICATIONS. SEALTITE, FLEXIBLE CONDUITSHALL BE USED IN WET, DAMP OR OUTDOOR AREAS WHERE DRAWINGS INDICATE THE USE OF FLEXIBLE CONDUIT.

E.RNMC INSTALLATION LOCATIONS
RNMC CONDUIT AND RNMC FITTINGS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS CONTAINING ONLY "NON-HAZARDOUSMATERIAL":

1.UNDERGROUND, CONCEALED BELOW EARTH GRADE, UNLESS SPECIFICALLY NOTED OR SPECIFIED OTHERWISE.

2.EXPOSED ON UTILITY SERVICE POLES, FOR POLE RISERS AT 9-FEET OR HIGHER ABOVE FINISH GRADE, SCHEDULE 80 PVC ONLY.

3.RNMC TYPE "EB" CONDUIT(S) SHALL BE CONCRETE ENCASED ALONG THE ENTIRE LENGTH OF THE CONDUITS FOR ALL INSTALLATIONLOCATIONS.

F.CONDUITS WHICH ARE INSTALLED AT THIS TIME AND LEFT EMPTY FOR FUTURE SHALL HAVE POLYVINYL ROPE LEFT IN PLACE FOR FUTUREUSE.

G.CONDUIT SEPARATION:

1.CONDUIT INSTALLED UNDERGROUND OR BELOW BUILDING SLAB SHALL BE SEPARATED FROM ADJACENT CONDUITS OF IDENTICALSYSTEMS (I.E., SIGNAL TO SIGNAL, DATA TO DATA, POWER TO POWER, CONTROL TO CONTROL ETC.) BY A MINIMUM OF 3-INCHES.CONDUITS OF NON-IDENTICAL SYSTEMS (I.E., SIGNAL TO POWER; DATA TO POWER; POWER TO CONTROL; SIGNAL TO CONTROL, ETC.)SHALL BE SEPARATED BY A MINIMUM OF 12-INCHES.

2.SEPARATION OF CONDUITS ENTERING TERMINATION POINTS OR CROSSING OTHER CONDUITS MAY BE REDUCED AS REQUIREDWITHIN 60-INCHES OF THE TERMINATION OR CROSSING POINTS.

3.CONDUITS CONTAINING UTILITY COMPANY SERVICE CIRCUITS (I.E., ELECTRICAL POWER, TELEPHONE, OR CABLE TELEVISION) SHALLBE SEPARATED A MINIMUM OF 12-INCHES FROM ALL OTHER UTILITIES AND CONDUITS, WITH OR WITHOUT CONCRETE ENCASEMENT,METALLIC OR NON-METALLIC CONDUIT, ABOVE GRADE OR UNDERGROUND CONDUIT LOCATIONS.

H.CONDUIT UNDERGROUND LOCATIONS:

1.PROVIDE TRENCHING, EXCAVATION, SHORING AND BACK-FILLING REQUIRED FOR THE PROPER INSTALLATION OF UNDERGROUNDCONDUITS. TOPS OF BACKFILL SHALL MATCH FINISH GRADE.

2.BOTTOMS OF TRENCHES SHALL BE CUT PARALLEL TO “FINISH GRADE” ELEVATION. MAKE TRENCHES 12-INCHES WIDER THAN THEGREATEST DIAMETER OF THE CONDUIT.

3.BACK-FILLING TRENCHES FOR CONDUITS.

A.CONDUITS WHICH ARE LOCATED EXTERIOR TO BUILDING SLAB, SHALL BE SET ON A 3-INCH BED OF DAMP CLEAN SAND. CONDUITTRENCHES SHALL BE BACKFILLED TO WITHIN 12-INCHES OF FINISHED GRADE WITH DAMP SAND AFTER INSTALLATION OFCONDUIT IS COMPLETED. REMAINDER OF BACKFILL SHALL BE NATIVE SOIL.

ATTACHMENT 2

RESOLUTION NO. 2025-

A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF LAKE FOREST, CALIFORNIA, AMENDING
THE 2023-2030 CAPITAL IMPROVEMENT PLAN ;

AMENDING APPROPRIATIONS FOR FISCAL YEAR
2024-25

WHEREAS, the 2023-2030 Capital Improvement Plan was adopted by the City Council on June 20, 2023; and

WHEREAS, the appropriations for Fiscal Year 2024-25 were adopted by the City Council on June 4, 2024;

WHEREAS, modifications are now required as a result of changes during Fiscal Year 2024-25.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE

FOREST DOES HEREBY RESOLVE, DETERMINE, FIND AND ORDER AS FOLLOWS:

Section 1. The City Council’s adoption of this Resolution is not a project within the meaning of the California Environmental Quality Act. Specifically, the City’s adoption of the Resolution is an administrative and fiscal function of the City that does not commit the City to any specific project or course of action. (State CEQA Guidelines, sections 15378(b)(4) & (b)(5).) Thus, no environmental review of the Resolution is required. The City Council hereby directs staff to prepare, execute and file with the Orange County Clerk a Notice of Exemption within five working days of the adoption of this Resolution.

Section 2. The Park Development Fund is amended to increase its Capital Improvement Plan Appropriations for Fiscal Year 2024-25 as demonstrated in Exhibit A.

Section 3. The Director of Finance is hereby authorized to move appropriations between programs within program area budgets in concurrence with Department Directors.

Section 4. The City Manager is hereby authorized to transfer appropriations from one program area to another or between funds within the Operating Budget with notification to the City Council Audit Committee.

Section 5. The City Manager is hereby authorized to transfer appropriations from a capital improvement project to another existing project within the adopted Capital Improvement Program with notification to the City Council Audit Committee.

Section 6. The City Clerk shall attest as to the adoption and execution of this Resolution and cause the same to be maintained in the permanent records of the City.

PASSED, APPROVED AND ADOPTED this 1st day of April 2025, by the following vote, to wit:

ATTEST:

SCOTT VOIGTS
MAYOR

LISA BERGLUND

CITY CLERK

APPROVED AS TO FORM:

MATTHEW RICHARDSON

CITY ATTORNEY

STATE OF CALIFORNIA )

COUNTY OF ORANGE ) SS

CITY OF LAKE FOREST )

I, Lisa Berglund, City Clerk of the City of Lake Forest, California, do hereby certify that the foregoing Resolution No. 2025- was duly passed and adopted at a regular meeting of the Lake Forest City Council on the 1st day of April 2025, by the following vote, to wit:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

LISA BERGLUND

CITY CLERK

EXHIBIT A

AMENDMENT TO THE 2023-2030

CAPITAL IMPROVEMENT PLAN,

AMENDMENT TO FISCAL YEAR
2024-25 APPROPRIATIONS

Capital Improvement Plan Appropriations

Funding
Source Project
Current
Budget
Increase
(Decrease)
Amended
Budget
Park
Development
MUSCO Led
Light
Replacements $600,000 $650,201 $1,250,201
Total $1,250,201

Attachment 3

MUSCO LED LIGHT REPLACEMENT PROJECT
(2025-016)

City of Lake Forest
100 Civic Center Dr.

Lake Forest, CA 92630

Docusign Envelope ID: 1A674D7A-F5B5-40EF-B6F0-EE070C341F99 City of Lake Forest
Musco LED Light Replacement Project
I. TERMS................................. ................................ ................................ ..

II. SIGNATURES. ................................ ................................ ........................

Docusign Envelope ID: 1A674D7A-F5B5-40EF-B6F0-EE070C341F99

Title: Musco LED Light Replacement Project
3 1. TERMS.

1.1. Compensation and Payment.

1.1.1 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720 et seq., and 1770 et seq., as well as California Code of Regulations, Title 8, Section 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. Since the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Contract upon request. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at Contractor’s principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its 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. Contractor and any subcontractor shall forfeit a penalty of up to $200 per calendar day or portion thereof for each worker paid less than the prevailing wage rates.

1.1.2 Apprenticeable Crafts. When Contractor employs workmen in an apprenticeable craft or trade, Contractor shall comply with the provisions of Section 1777.5 of the California Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibility for compliance with said section for all apprenticeable occupations shall be with Contractor. The Contractor or any subcontractor that is determined by the Labor Commissioner to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding $100 for each full calendar day of noncompliance, or such greater amount as provided by law.

1.1.3 Hours of Work. Contractor is advised that eight (8) hours labor constitutes a legal day’s work. Pursuant to Section 1813 of the California Labor Code, Contractor shall forfeit a penalty of $25.00 per worker for each day that each worker is permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, except when payment for overtime is made at not less than one and one half (1 1/2) times the basic rate for that worker.

1.1.4 Payroll Records. Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of Contractor in the manner provided in Labor Code section 1776. In the event of noncompliance with the requirements of this section, Contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such Contractor must comply with this section. Should noncompliance still be evident after such 10-day period, Contractor shall, as a penalty to City, forfeit not more than $100.00 for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner. A contractor who is found to have violated the provisions of law regarding wages on Docusign Envelope ID: 1A674D7A-F5B5-40EF-B6F0-EE070C341F99

Title: Musco LED Light Replacement Project
4 Public Works with the intent to defraud shall be ineligible to bid on Public Works contracts for a period of one to three years as determined by the Labor Commissioner. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this section is on Contractor. The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

1.1.5 Contractor and Subcontractor Registration. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. Contractor is directed to review, fill out and execute the Public Works Contractor Registration Certification attached hereto as Exhibit “E” prior to contract execution. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

1.1.6 Labor Compliance; Stop Orders. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.

Docusign Envelope ID: 1A674D7A-F5B5-40EF-B6F0-EE070C341F99

Title: Musco LED Light Replacement Project
5 2. SIGNATURES.

2.1. SIGNATURES.

Signature Page
Between the City of Lake Forest
and Horizons Construction Co. Int'l, Inc.

CITY OF LAKE FOREST Horizons Construction Co. Int'l, Inc.

By: [AUTHORIZED CITY SIGNATURE]

Scott Voigts
Mayor
By: [VENDOR SIGNATURE 1]

Kinan Kotrash
Vice President
[If Corporation, TWO SIGNATURES,
President OR Vice President AND Secretary
OR Treasurer REQUIRED]
ATTEST:

By: [CITY CLERK SIGNATURE]

Lisa Berglund
City Clerk
By: [VENDOR SIGNATURE 2]

Kinan Kotrash
Secretary (Corporation or LLC)
APPROVED AS TO FORM:

By: [CITY ATTORNEY SIGNATURE]

Best Best & Krieger LLP
City Attorney

[CONTRACT ADMINISTRATOR APPROVAL]
[PROJECT MANAGER APPROVAL]
[CITY CLERK - INSURANCE APPROVAL]

Docusign Envelope ID: 1A674D7A-F5B5-40EF-B6F0-EE070C341F99

Attachment 4
Work Order Signature Document
EZIQC Contract No.: CA-R8-GB-101723-HRZ
Heroes Park Electrical Upgrades
New
Work Order
137072.00
Modify an Existing Work Order
Work Order Title:

Work Order Number.: Work Order Date:

X
01/08/2025
Contractor Name:

Contact:

Phone:

Contact:

Phone:

Kinan Kotrash
(714) 626-0000
Owner Name: Lake Forest
Jonathon Poole
949-461-3498
Horizons Construction Co. Int'l, Inc.

Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No CA-R8-GB-101723-HRZ.

Brief
Work Order Description:

Lake Forest Heroes Park - Electrical Upgrades
X Will not apply:Liquidated Damages Will apply:

Estimated Completion Date:

Estimated Start Date: T
ime of Performance
Work Order Firm Fixed Price: $1,250,200.76
Owner Purchase Order Number:

Approvals
Date DateContractorLake Forest

2.00

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