Agenda packet — Brea City Council, June 18, 2024 (part 1 of 3)

City Council and Successor Agency
to the Brea Redevelopment
Agency Agenda
Closed Session - 5:45 p.m.

Study Session - 6:00 p.m.

General Session - 7:00 p.m.

Tuesday, June 18, 2024, 7:00 PM

COUNCIL CHAMBERS
1 Civic Center Circle
Brea, California 92821
Christine Marick, Mayor Blair Stewart, Mayor Pro Tem Cecilia Hupp, Council Member Marty Simonoff, Council Member Steven Vargas, Council Member This agenda contains a brief general description of each item Council will consider. The City Clerk has on file copies of written documentation relating to each item of business on this Agenda available for public inspection. Contact the City Clerk’s Office at (714) 990-7756 or view the Agenda and related materials on the City’s website at www.cityofbrea.net. Materials related to an item on this agenda submitted to the Council after distribution of the agenda packet are available for public inspection in the City Clerk’s Office at 1 Civic Center Circle, Brea, CA during normal business hours. Such documents may also be available on the City’s website subject to staff’s ability to post documents before the meeting.

Procedures for Addressing the Council
The Council encourages interested people to address this legislative body by making a brief presentation on a public hearing item when the Mayor calls the item or address other items under Matters from the Audience. State law generally prohibits the City Council from responding to or acting upon matters not listed on this agenda.

The Council encourages free expression of all points of view. To allow all persons the opportunity to speak, please keep your remarks brief. If others have already expressed your position, you may simply indicate that you agree with a previous speaker. If appropriate, a spokesperson may present the views of your entire group. Council rules prohibit clapping, booing or shouts of approval or disagreement from the audience. Please silence all cell phones and other electronic equipment while the Council is in session. Thank you.

Written comments may be submitted in advance of the meeting by emailing [email protected]. Written comments received by 3 p.m. on the day of the meeting will be provided to the Council, will be made available to the public at the meeting, and will be included in the official record of the meeting.

Special Accommodations
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the City Clerk’s Office at (714) 990-7757. Notification 48 hours prior to the meeting will enable City staff to make reasonable arrangements to ensure accessibility. (28 CFR 35.102.35.104 ADA Title II) Important Notice
The City of Brea shows both live broadcasts and replays of City Council Meetings on Brea Cable Channel 3 and over the Internet at www.cityofbrea.net. Your attendance at this public meeting may result in the recording and broadcast of your image and/or voice as previously described.
1: CLOSED SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR - 5:45 P.M. 1A. Call to Order/Roll Call
1B. Public Comment
1C. Conference with Legal Counsel Pursuant to Government Code Section 54956.9(d)(4) - Anticipated Litigation.

Initiation of Litigation: 1 potential case.
2: STUDY SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR - 6:00 P.M. 2A. Call to Order/Roll Call
2B. Public Comment
2C. Clarify Regular Meeting Topics
2D. Wildland Urban Interface Presentation
2E. Brea Ambulance Program Update
2F. Budget Update
2G. Council Member Reports/Requests
3: GENERAL SESSION - COUNCIL CHAMBERS PLAZA LEVEL - 7:00 P.M. 3A. Call to Order/Roll Call
3B. Pledge of Allegiance
3C. Invocation: Pastor Rick Darden, Friends Community Church 3D. Presentation: Certificates of Recognition from O.C. Supervisor Vice Chair Doug Chaffee - 4th Supervisor District Gun Buyback Program
3E. Presentation: Mayor's High School Youth Awards Recognition 3F. Report - Prior Study Session
3G. Community Announcements
3H. Matters from the Audience
3I. Response to Public Inquiries
4: PUBLIC HEARING
This portion of the meeting is for matters that legally require an opportunity for public input. Audience participation is encouraged and is limited to 5 minutes per speaker.
4A. Public Hearing to Consider Levying an Assessment for Landscape and Lighting Maintenance Districts Nos. 1, 2, 3, 4, 5, 6 and 7 for Fiscal Year 2024-2025
— 1. Adopt Resolution Nos. 2024-038 through 2024-044, levying assessments for Fiscal Year 2024-2025 after receiving testimony at the Public Hearing on June 18, 2024. There is no fiscal impact to the General Fund. 5: ADMINISTRATIVE ITEMS
This agenda category is for City Council consideration of a wide variety of topics related to the City's operations. Public comments regarding items in this section should be presented during "Matters from the Audience." 5A. Waive full reading and introduce Ordinance No. 1251 by title only, renewing Ordinance No. 1243 and approving the Police Department's Military Equipment Use policy
— 1. Waive full reading and introduce Ordinance No. 1251, "An Ordinance of the City of Brea renewing Ordinance No. 1243 (Military Equipment Use Policy)" by title only, renewing Ordinance No. 1243 and approving the Police Department's Military Equipment Use policy.
6: CONSENT CALENDAR
The City Council/Successor Agency approves all Consent Calendar matters with one motion unless Council/Agency or Staff requests further discussion of a particular item. Items of concern regarding Consent Calendar matters should be presented during “Matters from the Audience."
6A. May 21, 2024 City Council Regular Meeting Minutes
— 1. Approve.
6B. Fiscal Year 2024-25 Appropriations Limit
— 1. Adopt Resolution No. 2024-045 approving the Fiscal Year 2024-25 Appropriations Limit. 6C. Rejection of Bids for the Carbon Canyon High Pressure Water Main Improvements, CIP Project No. 7475 — 1. Reject all bids and direct the City Clerk to return all Bid Bonds to bidders. 6D. Brea Line Printing Contract
— 1. Approve a one-year Agreement with PTS Marketing Group to provide Printing Services for the Brea Line Newsletter in an amount not-to-exceed $65,416. The Fiscal Year 2024-25 Budget has sufficient funding available in the Management Services Public Information account . There is no fiscal impact to the General Fund.
6E. Budget Adjustments to the City Operating and Capital Improvement Program Budgets for FY 2023-25 — 1. Adopt Resolution No. 2024-046 and 2024-047 appropriating funds to adjust the Fiscal Year 2023-25 City Operating and Capital Improvement Program Budgets.
6F. Road Repair and Accountability Act - Local Streets and Roads Funding Program, Fiscal Year 2024-25 Proposed Project List
— 1. Adopt Resolution No. 2024-048 approving projects funded by the Road Repair and Accountability Act. The RMRA funds were programmed as part of the FY 2023-24 CIP Budget adoption for FY 2024-25 for Project 7329 in the amount of $2,000,000. As of July 01, 2024, the RMRA Fund balance is $2,936,854. 6G. Renewed Measure M (M2) Eligibility Submittal Package for Fiscal Year 2024-25 — 1. Approve and authorize staff to submit to Orange County Transportation Authority (OCTA) the Measure M2 Seven-Year Capital Improvement Program for Fiscal Years 2024-25 through 2029-30 to comply with Measure M2 eligibility criteria. This action has no negative impact to the General Fund. 6H. City of Brea Master Employee Pay Schedule for Fiscal Year 2023-24 to Comply with CalPERS Regulations — 1. Adopt Resolution No. 2024-049 establishing the updated Fiscal Year 2023-24 City of Brea Master Employee Pay Schedule confirming the pay rates/ranges for all City of Brea established positions in order to comply with CalPERS regulations. There is no fiscal impact to the General Fund. 6I. Extension of Agreement with Brea Towing Services, LLC for Official Police Towing Services — 1. Approve six-month extension of Agreement with Brea Towing, LLC for official police towing services. There is no fiscal impact to the General Fund.
6J. Approval of Memorandum of Understanding between the City of Brea and the Brea Firefighters’ Association — 1. Adopt Resolution No. 2024-050 approving Memorandum of Understanding (MOU) with the Brea Firefighters’ Association (BFA).
6K. Ambulance Program Update
— 1. Adopt Resolution 2024-051 Amending the Position Allocation List to add twelve full time Ambulance Operator positions and ten part-time Ambulance Operator positions and one part-time Administrative Clerk position within the Fire Department Ambulance Services division. The appropriation needed for this fiscal year is included in the FY 2023-25 Operating Budget adjustments being proposed this evening. 6L. Cooperative Agreement between the City of Brea and the County of Orange Regarding the Olinda Alpha Landfill — 1. Approve the Cooperative Agreement with the County of Orange regarding the Olinda Alpha Landfill. — 2. Amend the City’s Fiscal Year 2023-25 Operating Budget to appropriate $6,500,000 in the City’s General Fund to be received in two (2) installments of $3,250,000 within sixty (60) days of execution of the Cooperative Agreement.
6M. Monthly Report of Investments for the City of Brea for Period Ended May 31, 2024 — 1. Receive and file.
6N. May 17, 24, 31 and June 7 City Disbursement Registers — 1. Receive and file.
7: CITY/SUCCESSOR AGENCY - CONSENT
7A. Monthly Report of Investments for the Successor Agency to the Brea Redevelopment Agency for Period Ended May 31, 2024
— 1. Receive and file.
7B. May 31 Successor Agency Disbursement Register
— 1. Receive and file.
8: ADMINISTRATIVE ANNOUNCEMENTS
8A. City Manager
8B. City Attorney
8C. Council Requests
9: COUNCIL ANNOUNCEMENTS
9A. Council Announcements
10: ADJOURNMENT
10A. Meeting Adjournment
Date Posted: June 14, 2024
City of Brea
City Council Regular Meeting Communication
Wildland Urban Interface Presentation
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
STUDY SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR
- 6:00 P.M. Item: 2D
FROM
Lisa Keyworth, Emergency Preparedness Coordinator
RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Prepared by: Lisa Keyworth, Emergency Preparedness Coordinator Concurrence: Mark Terrill, Fire Chief
Attachments
WUl Presentation for Council.pdf
Wildland Urban Interface
June 18, 2024 1
• Carbon Canyon Fire Safe Council: Fire Chief Mark Terrill • SOLAR: Deputy Fire Chief Dan Mielke
• Hazard Mitigation Plan: Emergency Preparedness Coordinator Lisa Keyworth June 18, 2024 2
• Purpose:
• Established in 2001 as a 501c(3) in an effort to educate and encourage Carbon Canyon residents to prepare for wildfires in their community.
• Priorities- Community Risk Reduction through:
• Education
• Informational guides on their website https://www.carboncanyonfsc.org • Outreach
• Newsletters, meetings every first Wednesday of the month • Community Interaction
• Trunk or treat, door to door
• Community Wildfire Preparedness Plan
Carbon Canyon Fire Safe Council
June 18, 2024 3
• Plan Includes:
• Demographics
• History of Fire Activity
• Hazard Risk Assessment
• Priorities
• Projects/Goals
• Past and future with outcomes
Community Wildfire Preparedness Plan
June 18, 2024 4
Grassroots Community Action
Chino Hills residents of Carbon Canyon form the CCFSC in 2001 Closer ties with Brea residents of the Canyon and the City of Brea after 2008
Work with cities, counties, fire departments and agencies and others Carbon Canyon Fire Safe Council
Community Advocacy for Wildfire Reduction since 2001
5 Arundo Removal Creek Cleanup
Brush Drop-Off Days Trunk or Treat
Real Measurable Progress
6 Newsletters
Fire Evacuation Map
Real Measurable Progress
7 June 18, 2024 8
SOLAR
Who?
What?
When?
Where?
Why?
June 18, 2024 9
The SOLAR Plan
The Concept
June 18, 2024 10
• Partnership with surrounding
agencies.
• Agreement:
• To all communicate on the same
frequencies
• One central place to order
resources
• Pre-set Operating Plan
• We all train together quarterly
Elements of the SOLAR Plan
June 18, 2024 11
• Pre-Flighted Communications Plan
• Predetermined Dispatch
Procedures
• Common Maps with
Predetermined Facilities
• Zone Reference Page – Fire
Behavior, Structure, Access.
• Safety Information
Brea’s MTZ
June 18, 2024 12
SOLAR Area
June 18, 2024 13
South of 60 fwy
North of 91 fwy
East of 57 fwy
West of 71 fwy
The Freeway Complex
June 18, 2024 14
November 15 – 19, 2008
The Freeway Complex Facts
June 18, 2024 15
• The Fire consumed over 10,000 Acres in the First 12 Hours – 14 Acres Per Minute • 650 Engines, 3,800 Firefighters, 17 Helicopters, 12 Air Tankers • Total of 30,305 Acres Burned
• 90% of Chino Hills State Park Burned
• 315 Structures Destroyed
• 40,000 Residents Evacuated
• $16,000,000 Firefighting Costs
• $150,000,000 Dollar Loss
• Watershed Damage
Scope of the Freeway Complex
June 18, 2024 16
Cities Affected
• Corona
• Chino Hills
• Yorba Linda
• Brea
• Anaheim
• Diamond Bar
Counties Affected
• San Bernardino
• Orange
• Los Angeles
• Riverside
June 18, 2024 17
Who’s Coming?
What’s Coming?
June 18, 2024 18
• (3) Fixed Wing Aircraft
• (2) Super Scoopers
• (8) Helicopters
• (3) Dozers
• (4) Type 3 Engines
• (14) Type 1 Engines
• (6) Hand Crews
• (3) Water Tenders
• (10) Chief Officers
Roughly 180 personnel
June 18, 2024 19
Questions?
Local Hazard Mitigation Plan
June 18, 2024 20
• The Robert T. Stafford Disaster Relief and Emergency Assistance Act authorizes the president to declare a “major disaster declaration” or “emergency declaration” in response to an incident or threatened incident that overwhelms the response capability of state or local governments. Both declaration types authorize the President to provide Federal disaster assistance.
• Brea applied for the Local Hazard Mitigation Grant Program under a Northern California Wildfire declaration DR-4558 on March 4, 2021. Brea was awarded $75,000 on June 14, 2022.
• Although this declaration focused on Lake, Napa, San Mateo, Santa Cruz, Solano, Sonoma, and Yolo counties, all areas within the State of California were eligible for assistance under the Hazard Mitigation Grant Program.

Background
June 18, 2024 21
• The Local Hazard Mitigation Plan identifies and assesses the hazards to which the City is most vulnerable and develops mitigation strategies to reduce its vulnerability to the risks inherent in natural and human-made hazards. • An approved and adopted LHMP will make the City eligible to apply for grant funding to reduce vulnerability to disasters within the community and help break the disaster cycle to ensure a sustainable future.

What is it?
June 18, 2024 22
• RFP issued January 10, 2023. Atlas Planning Solutions was awarded the contract on April 4, 2023.
• A Hazard Mitigation Planning Committee was established which consisted of city staff from Fire, Police, Public Works, Community Development, Communications and Marketing and IT (GIS).

The Process
June 18, 2024 23
The Committee
June 18, 2024 24
The Committee held 3 meetings- reviewed hazards of
concern in Brea, the city’s critical facilities, and identified our stakeholders. They discussed hazard profiles,
mapping, an overview of risk for each hazard and then
focused on creating and prioritizing mitigation strategies and determining cost categories for each. The committee also reviewed project goals.
• Development of the Plan was introduced to Council on September 19, 2023. • Community survey was sent out via social media and was also accessible on the city website on the same day.
• Community meeting held on November 9.
• Draft of plan distributed to Committee on April 24, 2024 Outreach
June 18, 2024 25
• Plan is being updated to address comments from Committee • It will be distributed to:
• Stakeholders and the community
• Cal OES
• FEMA
• Brea City Council for adoption
What’s Next
June 18, 2024 26
City of Brea
City Council Regular Meeting Communication
Brea Ambulance Program Update
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
STUDY SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR
- 6:00 P.M. Item: 2E
FROM
Lisa Keyworth, Emergency Preparedness Coordinator
RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Prepared by: Lisa Keyworth, Emergency Preparedness Coordinator Concurrence: Mark Terrill, Fire Chief
Attachments
Brea Ambulance Program Update.pdf
Brea Ambulance Program Update
Justin Zuhlke, Battalion Chief
June 18,2024 1
• Initial discussion with Council about an in-house ambulance program occurred on October 3, 2023
• Since then:
• Ambulances purchased- 2 received, waiting on 3rd
• Ambulance supplies purchased- Still waiting on radios • Billing Vendor selected following RFP
• EAS contract amended- Effective July 1
• Ambulance Operator job classification created
What’s happened so far
Change in Header and Footer Settings June 18, 2024 2
Change in Header and Footer Settings June 18, 2024 3
• Upon approval of budget and amended position allocation list- • Recruitment opens for Ambulance Operator- 12 full-time, 10 part-time • Development of training program continues
• Tentative go live date January 2025
What’s Next
Change in Header and Footer Settings June 18, 2024 4
Questions?
June 18, 2024 5
City of Brea
City Council Regular Meeting Communication
Budget Update
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
STUDY SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR
- 6:00 P.M. Item: 2F
FROM
Bill Gallardo, City Manager
RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Prepared by: Alicia Brenner, Budget Manager
Concurrence: Kristin Griffith, Director of Administrative Services Attachments
06-18-24 Budget Update Presentation.pdf
Budget Update
City Council Study Session | June 18, 2024
Fiscal Year 2023-25
Agenda
• FY 2023-25 Operating Budget Update
• Budget Highlights
• Economic Outlook
• Development Updates
• FY 2024-25 General Fund Budget
• General Fund Five Year Projections and Assumptions
• Budget Strategies and Next Steps
• FY 2023-25 to FY 2029-30 Capital Improvement Program Budget 2 Budget Highlights
• Completed Decision Packages for Year 1
• Combined Field Inspector Positions (in progress)
• Citywide Document Scanning Services ✓
• General Plan Update and Core Specific Plan (in progress) • Replace City Network Servers and Storage Area Network ✓ • Personnel Budgeting Software (in progress)
• Police Records Staff Support ✓
• Reconfiguration of Fire Hose and Nozzle ✓
• Olinda Museum Staff Support ✓
• Public Works Staff Support ✓
3 Budget Highlights
• Approved Decision Packages for Year 2
• Police Officer Safety Equipment
• Crime Scene Imaging Software
• Jailer Hours Increase
• Police Department Strategic Plan
• Patrol Dog Purchase
• Public Works Staff Support for Arovista Modernization 4 Economic Outlook
• Inflation rate at 3.9%
(US historical average is 3.3%)
• Consumer spending remains strong
though not growing as previously
anticipated for Brea
• Demand for housing continues
• Brea’s unemployment rate at 3.9%
(5.3% for the State)
• Development continues in Brea
5 Brea Mall Consumer Shopping
Development Updates
6 1,277
1,528
1,680
1,264
- 500 1,000 1,500 2,000
FY 2020-21
FY 2021-22
FY 2022-23
FY 2023-24
Building Permits Issued
• Total Valuation of permits issued: $147
million. (Double from Previous fiscal year)
• Building Inspections Performed: 5,383
• Projects on the Horizon:
• Brea Plaza – Commercial Remodel
• Gaslight Square Redevelopment
• 2727 E. Imperial Highway
• Brea Mall Mixed Use Project
New Retail & Dining to Brea
7 Permits in Process
8 285 N. Berry Street Rendering
Sales Tax Projections
9 $27,102,640 $27,894,560 $28,885,700 $29,829,000 $30,727,660 $23,319,589
$21,495,924 $21,479,210
$24,098,002
$28,812,030
$26,646,724 $26,559,944 $27,310,936 $28,090,919 $28,828,639 FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22 FY 2022-23 FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 Actuals at June 2023 (Budget Adoption) at June 2024 (Budget Update) Property Tax Projections
10 $20,616,900
$21,027,098 $21,445,480 $21,872,030 $22,307,108
$14,965,367 $15,970,217
$17,314,481 $17,653,537
$19,280,240
$20,296,620
$21,133,514 $21,554,003 $21,982,704 $22,419,975
FY 2018-19 FY 2019-20 FY 2020-21 FY 2021-22 FY 2022-23 FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 Actuals at June 2022 (Budget Adoption) at June 2023 (Budget Workshop) Includes Property Tax in Lieu of Vehicle License Fees
2024-25 General Fund Revenues
11 Sales Tax,
35%
Property Tax,
20%
Motor Vehicle
License Fees,
8%
Franchise
Fees, 4% Community
Services, 4%
Transient Occupancy
Tax, 4%
Business
License, 1%
Transfers-In, 1%
Licenses and
Permits, 1%
Other Sources,
22%
Major Revenue Source
2024-25
Adopted
2024-25
Amended Change
Sales Tax $ 27,894,560 $ 26,559,944 $ (1,334,616)
Property Tax 15,579,518 15,488,808 (90,710)
Motor Vehicle License Fees 5,489,788 5,686,914 197,126
Franchise Fees 2,963,222 2,965,292 2,070
Community Services 3,218,043 3,218,043 -
Transient Occupancy Tax 2,782,998 2,782,998 -
Business License Tax 1,100,000 1,100,000 -
Transfers-In 550,000 550,000 -
Licenses and Permits 403,429 403,429 -
Other Sources 8,765,198 16,261,756 7,496,558
Use of Excess Reserves 300,871 - (300,871)
TOTAL $ 69,047,627 $ 75,017,184 $ 5,969,557
General Fund
Five Year Assumptions
12 Revenue Assumptions
• Reduced sales tax revenue projections based upon holiday quarter (December 2023) • Updated property tax projections including Motor Vehicle License Fees and Real Property Transfer revenues
• Additional grant revenue from various granting agencies including Office of Traffic Safety (OTS), Office of Emergency Services (OES), Department of Justice, etc. • Recognition of the Brea Mall community benefit contribution from the Brea Mall Mixed Use Project
• Additional Olinda Landfill Agreement revenue as a result of contract negotiations with the County
• Increased transfer-in from the Risk Management Fund (470) for the Fire Department Fair Labor Standards Act (FLSA) Settlement
CalPERS at a Glance
• CalPERS Amortization Policy: Investment gains
and losses are amortized over a 20-year horizon
with a ramp up over the first five years and levels off the remaining 15 years
• Current Discount Rate: 6.8%
• Current Funded Status:
• Miscellaneous Plan is 71.6%
• Safety Plan is 61.7%.
• Steps taken to address increased rates:
• Established and contributed funding to a Section
115 Trust Fund for Pension Costs
• Increased employee contributions to their
retirement
13 CalPERS Historical Rate of Return
CalPERS at a Glance
14 $11,409,606
$10,617,956 $10,336,295 $9,879,867 $10,241,413
$11,395,469
$13,277,032 $13,660,319
$14,570,745
$15,303,828
$16,856,348
FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 FY 2028-29 Safety & Miscellaneous Plan
Change in Unfunded Accrued Liability (UAL)
June 30, 2021 Valuation June 30, 2022 Valuation
2024-25 General Fund Expenditures
15 Management
Services, 5%
Administrative
Services, 6%
Police Services,
41%
Fire Services,
15%
Community
Development,
5%
Community
Services, 13%
Public Works,
10%
Transfer Out,
Departments 5%
2024-25
Adopted
2024-25
Amended Change
Management Services $ 3,643,555 $ 3,775,184 $ 131,629
Administrative Services 4,129,061 4,373,635 244,574
Police Services 28,494,198 29,841,042 1,346,844
Fire Services 10,055,610 11,026,771 971,161
Community Development 3,387,016 3,559,428 172,412
Community Services 9,082,129 9,465,702 383,573
Public Works 7,307,627 7,463,465 155,838
Transfer Out 2,948,431 3,361,600 413,169
TOTAL $ 69,047,627 $ 72,866,827 $ 3,819,200
• Does not include Decision Package requests
• Fire Services excludes Paramedic Services Program expenditures (budgeted under Fund 174) General Fund
Five Year Assumptions
16 Expenditures
• Includes carryover projects from last fiscal year
• Increased CalPERS retirement costs based upon the most recent actuarial valuation • Includes one-time expenditures related to FLSA settlement in the Fire Department • Includes grant expenditures that are reimbursed from various granting agencies • Updated labor negotiation agreements with the various bargaining units including Brea Fire Association (BFA)
• Increased police costs and revenues as it relates to Street Sweeping enforcement • Increased transfer-out to the Paramedic Services Fund (174) to fund the start-up costs of the In-House Ambulance Services Program
General Fund
Five Year Projections
June 18, 2024
17 18
Five Year Projections
June 18, 2024
Amended Amended
Actuals Budget Budget Projected Projected Projected
FY 2022-23 FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 Available Beginning Fund Balance $ 8,579,950 $ 12,818,835 $ 2,471,967 $ 5,791,972 $ - $ - Revenues 65,869,119 66,665,050 74,467,184 68,407,765 69,878,561 71,523,800 Carryovers From Reserves 1,513,916 1,699,187 - - - -
Transfers In 750,000 1,289,395 550,000 550,000 550,000 550,000 Receipt of ARPA Funds 5,173,758 - - - - -
Total Revenues 73,306,793 69,653,632 75,017,184 68,957,765 70,428,561 72,073,800 Expenditures 60,512,490 67,771,872 69,505,227 71,289,899 73,082,834 74,781,227 Carryovers 1,699,187 - - - - -
Transfers-Out 4,446,433 8,506,550 1,894,600 2,084,195 2,221,426 2,301,891 BCC Fund (181) 167,000 167,000 167,000 167,000 167,000 167,000 Fixed Asset Replacement Fund (182) 900,000 1,100,000 1,300,000 1,300,000 1,300,000 1,300,000 Total Expenditures 67,725,110 77,545,422 72,866,827 74,841,094 76,771,260 78,550,118 Revenue over Expenditures* 5,581,684 (7,891,790) 2,150,357 (5,883,329) (6,342,699) (6,476,318) Use of ARPA Funds or Excess Reserves - 7,891,790 - - - - Use of PARS Post Employment Benefit Fund - - - 584,923 6,825,241 2,546,520 Revised Revenue over Expenditures* 5,581,684 - 2,150,357 (5,298,406) 482,542 (3,929,798) Transfer(to)/from Reserves (1,342,799) (10,346,868) 1,169,648 (493,566) (482,542) (444,715) Total Available Ending Fund Balance $ 12,818,835 $ 2,471,967 $ 5,791,972 $ - $ - $ - 19 General Fund Reserves
June 18, 2024
Amended Amended
Actuals Budget Budget Projected Projected Projected
FY 2022-23 FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 Required Reserves
Operating Reserve 10% 6,772,511 7,754,542 7,286,683 7,484,109 7,677,126 7,855,012 Budget Stabilization Reserve 15% 10,158,766 11,631,813 10,930,024 11,226,164 11,515,689 11,782,518 Total Reserves 16,931,277 19,386,355 18,216,707 18,710,273 19,192,815 19,637,530 Total General Fund Reserve as a
% of Total Expenditures 25% 25% 25% 25% 25% 19%
Fiscal Agent Reserve - - - - - -
Total Required Reserves 16,931,277 19,386,355 18,216,707 18,710,273 19,192,815 19,637,530 Use of Reserves - - - - - (4,374,513)
Actual Reserves 16,931,277 19,386,355 18,216,707 18,710,273 19,192,815 15,263,017 Budget Strategies
20 In Progress
• Continue evaluating vacancies throughout the organization • Continue monthly and quarterly budget reviews with Executive Team and staff
• Evaluate policies for the use of funds for pension and/or other post employment benefits
• Continue evaluating revenue enhancement ideas including grant opportunities
• Evaluate citywide user fees so they are aligned with the cost of providing the services
Next Steps
21 • July 1 • Start of New Fiscal Year • October • Carryover process underway • November/December • City Council’s opportunity to affirm top priorities and fiscal policies statement.
• Review of year-end (2023-24) budget
adjustments for consideration
• January • Biennial budget process begins with
departments
Recommendation

1. Review and approve FY 2023-25 adjustments for both Operating and CIP budget being recommended this evening on your consent calendar; and

2. Provide input and guidance on next steps.
22 Questions?
23 CIP Update
City Council Study Session | June 18, 2024
FY 2023-24
Current Project Status
25 Project # Title Phase Est. Completion
7299 Brea Boulevard Street Improvements Completed
7322 Country Hills Subdivision Pavement/Water Rehab (Phase 2) Completed 7328 Brea Downtown Parklets Project (Phase 1) Completed 7454 Walnut-Orange-Juniper Waterline Improvements Completed 7626 South Brea Sewer Repairs Completed
7633 Brea Creek Siphon S-2 Analysis Completed
7948 Arovista Park (Upper) Parking Lot Rehabilitation Completed 7965 Rehabilitate Ring Road at Berry Street Reservoir Completed 7251 SR-57 Freeway/Lambert Road Interchange Construction Fall 2024 7476 N. Associated Road New High Pressure Water Main Construction Fall 2024 7717 Cliffwood Neighborhood Traffic Calming Construction Summer 2024 7978 Arovista Park Modernization Project Construction Fall 2025 Current Project Status
26 Project # Title Phase
7327 Central Avenue & State College Street Improvements Design 7329 Birch Street Improvements S. Associated to Valencia Design 7716 Lambert Road Traffic Signal Synchronization Design 7465 Candlewood Tract Water Main Replacement Design
7473 Valencia Reservoir Repainting Design
7479 Lotus Place Water Line Improvements Design
7631 Briarwood Lift Station Replacement Design
7956 Tamarack Parking Lot Asphalt Rehabilitation Design 7986 Western Pak Amenity Improvements Design
7989 Veterans Memorial Hardscape Improvements Design
Project Highlight
CIP 7965 – Rehabilitate Ring Road at Berry Street Reservoir  Construction Start – September 5, 2023
 Scope
 Ring road asphalt paving
 Curb and gutter replacement
 Concrete slope stabilization
 Substantial Completion – October 30, 2023 2022
27 Project Highlight
CIP 7299 – Brea Boulevard Street Improvements
28  Construction Start – November 6, 2023
 Scope
 Asphalt removal and replacement
 Slurry seal
 Curb ramp reconstruction
 Curb & gutter
 Striping improvements
 Substantial Completion – June 7, 2024 2022
Next Steps
29  Project NOC’s
 7299 – Brea Blvd. Street Improvements
 7717 – Cliffwood Neighborhood Traffic Calming
 7476 – Associated Road High Pressure Water Main
 Project Design Completion and Bid Packages
 7329 – Birch Street Improvements (Phase 1)
 7473 – Valencia Reservoir Repainting
 7631 – Briarwood Lift Station Replacement
 CIP Budget Process - (January – June 2025)
City of Brea
City Council Regular Meeting Communication
Public Hearing to Consider Levying an Assessment for Landscape and Lighting Maintenance Districts Nos. 1, 2, 3, 4, 5, 6 and 7 for Fiscal Year 2024-2025
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
PUBLIC HEARING Item: 4A
TO
Honorable Mayor and City Council Members
FROM
Bill Gallardo, City Manager

RECOMMENDATION
Adopt Resolution Nos. 2024-038 through 2024-044, levying assessments for Fiscal Year 2024-2025 after receiving testimony at the Public Hearing on June 18, 2024.

BACKGROUND/DISCUSSION
The City of Brea has seven annually assessed Landscape and Lighting Maintenance Districts (LLMD). As called for in the Landscape and Lighting Act of 1972, a yearly assessment is to be made for each Maintenance District. The annual assessment amounts are based on public meetings held between the City and property owners of each District. For City Council reference, the Districts are located on the attached map (Exhibit A). The estimated assessments for FY 2024-25 based on public meetings held with each LLMD are as follows:

Maintenance District #1 (American National - 103 Parcels) On March 12, 2024, four representatives of three parcels attended the meeting. For FY 2024-25, property owners in attendance recommended no changes. The total estimated costs for FY 2024-25 are $58,441. The estimated costs for FY 2024-25 will require an estimated expenditure of $2,560 from the District's reserve fund. The total annual assessment amount for this District is currently $55,929. The annual assessment will remain at $543 per parcel per year. District reserves are projected to be $10,212 as of June 30, 2024.

Maintenance District #2 (Baldwin - 297 Parcels)
The assessment for this District is for theme street lighting maintenance only. The Homeowners' Association maintains the common landscaped areas. On March 13, 2024, there was no attendance at the meeting. The total estimated costs for FY 2024-25 will be $8,049. The estimated costs for FY 2024-25 will require an estimated expenditure of $2,554 from the District's reserve fund. The total annual assessment for this District is currently $5,495. There are no recommended changes for FY 2024-25. The annual assessment will remain at $18.50 per parcel per year. District reserves are projected to be $35,515 as of June 30, 2024.

Maintenance District #3 (Eagle Development - 188 Parcels) On March 12, 2024, five representatives of three parcels attended and directed staff to increase the assessment by the CPI of 3.5% for the prior 12-month calendar year. The total estimated costs for FY 2024-25 are $123,349. The total annual assessment for this District is $109,145.28, or $580.56 per parcel per year, which was the maximum allowable assessment for FY 2023-24. The recommended FY 2024-25 CPI assessment would increase to $112,965.44 or $600.88 per parcel per year, an increase of $20.32 annually. District reserves are projected to be $21,476 as of June 30, 2024.

Maintenance District #4 (Ponderosa - 230 parcels)
The assessment for this District is for theme street lighting maintenance only. The Homeowners' Association maintains the common landscaped areas. On March 14, 2024, there was no attendance at the meeting. The total estimated costs for FY 2024-25 are $3,450. The estimated costs for FY 2024-25 will require an estimated expenditure of $690 from the District's reserve fund. The total annual assessment for this District is currently $2,760. No changes are recommended for FY 2024-25. The annual assessment will remain at $12.00 per parcel per year. District reserves are projected to be $18,329 as of June 30, 2024.

Maintenance District #5 (Konweiser - 113 Parcels)
On March 13, 2024, two representatives from two parcels attended the meeting. For FY 2024-25, property owners in attendance recommended no changes. The total estimated costs for FY 2024-25 are $133,743. The total annual assessment for this District is $122,305.55 or $1,082.35 per parcel per year. The annual assessment will remain at $1,082.35 per parcel per year. District reserves are projected to be $104,932 as of June 30, 2024.

Maintenance District #6 (Schmid Development - 135 Parcels) Of the seven Districts, this is the largest District with 16 acres of common landscaped areas. On March 14, 2024, seven representatives of six parcels attended the meeting. For FY 2024-25, property owners in attendance recommended no changes. The total estimated costs for FY 2024-25 are $243,620. The total annual assessment for this District is $236,297 or $1,750.35 per parcel per year. The annual assessment will remain at $1,750.35 per parcel per year. District reserves are projected to be $175,371 as of June 30, 2024.

Maintenance District #7 (Baywood Development - 96 Parcels) On March 13, 2024, one representative from one parcel attended the meeting. For FY 2024-25, property owners recommended no changes. The total estimated costs for FY 2024-25 are $31,844. The current annual assessment for this District is $35,047.68 or $365.08 per parcel per year. The annual assessment will remain at $365.08 per parcel per year. District reserves are projected to be $10,900 as of June 30, 2024.

FISCAL IMPACT/SUMMARY
There will be no impact to the General Fund by this action. All funding for the maintenance of the Districts is provided for by separate assessment. In addition, the Districts reimburse the General Fund for staff time. The estimated assessments for FY 2024-25, as detailed in the Engineer's Report, are as follows:

As called for in the Landscape and Lighting Act of 1972, a yearly assessment is to be made for each Maintenance District. Staff held meetings with the homeowners to discuss the coming year's budget and improvement projects.

It is recommended that the seven resolutions levying
assessments for FY 2024-2025 be adopted after receiving testimony at the Public Hearing on June 18, 2024 at 7:00 p.m.

RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Prepared by: Matthew Cuevas, Senior Management Analyst Concurrence: Michael Ho, P.E., Director of Public Works Attachments
Attachment A - Exhibit A - Maintenance Districts Map
Resolution - LLMD #1.pdf
Resolution - LLMD #2.pdf
Resolution - LLMD #3.pdf
Resolution - LLMD #4.pdf
Resolution - LLMD #5.pdf
Resolution - LLMD #6.pdf
Resolution - LLMD #7.pdf
Exhibit A
RESOLUTION NO. 2024-038

A RESOLUTION OF THE COUNCIL OF THE CITY OF BREA LEVYING

AN ASSESSMENT ON CITY OF BREA LANDSCAPE AND LIGHTING
ASSESSMENT DISTRICT NO. 1 FOR THE FISCAL YEAR 2024-2025 A. RECITALS:
(i) By Resolution, this Council approved a report of the Public Works Director related to City of Brea Landscape and Lighting Assessment District No. 1 prepared pursuant to Streets and Highways Code Section 22623, described the improvements thereon and gave notice of and fixed the time and place of the hearing on the question of the levy of an assessment thereon for fiscal year 2024-2025. A description of the area encompassed by said assessment district is attached hereto as “Exhibit A.” (ii) Said hearing was duly and properly noticed, commenced at the Council Chambers, Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, on June 18, 2024, and was concluded prior to the adoption of this resolution. (iii) All legal prerequisites to the adoption of the Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the City Council of the City of Brea as follows:

1. In all respects as set forth in the Recitals, Part A, of this Resolution.

2. The improvements specified in the report hereinabove referred to which is on file with the City Clerk of the City of Brea are hereby ordered to be completed.

3. The assessment diagram contained in the report referred to hereinabove and the assessment of $543.00 for each lot located within said District are hereby adopted and confirmed and said assessment is levied for the 2024-2025 fiscal year.

4. The Council hereby expressly overrules any and all protests filed objecting to the proposed improvements specified herein or the assessment levied hereby.

5. The City Clerk shall forthwith transfer to the County Auditor of Orange County a certified copy of this Resolution and a certified copy of the assessment diagram contained in the report referred to hereinabove.

APPROVED AND ADOPTED this 18th day of June, 2024.

_______________________________
Mayor
ATTEST: ___________________________
City Clerk
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council of the City of Brea, held on the 18th day of June, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

DATED: _________________________
_______________________________
City Clerk
EXHIBIT “A”

LEGAL DESCRIPTION
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 1
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 1 INCLUDES ALL

OF THE PROPERTIES IN THE CITY OF BREA LOCATED WITHIN THE TRACT BOUNDARY OF TRACT NO. 9121 RECORDED IN BOOK 378, PAGES 49 AND 50; TRACT NO. 9341 RECORDED IN BOOK 395, PAGES 28, 29 AND 30; AND OF TRACT NO 9342 RECORDED IN BOOK 386, PAGES 41, 42 AND 43, ALL OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA.

RESOLUTION NO. 2024-039

A RESOLUTION OF THE COUNCIL OF THE CITY OF BREA LEVYING

AN ASSESSMENT ON CITY OF BREA LIGHTING ASSESSMENT
DISTRICT NO. 2 FOR THE FISCAL YEAR 2024-2025
A. RECITALS:
(i) By Resolution, this Council approved a report of the Public Works Director related to City of Brea Lighting Assessment District No. 2 prepared pursuant to Streets and Highways Code Section 22623, described the improvements thereon and gave notice of and fixed the time and place of the hearing on the question of the levy of an assessment thereon for fiscal year 2024-2025. A description of the area encompassed by said assessment district is attached hereto as “Exhibit A.” (ii) Said hearing was duly and properly noticed, commenced at the Council Chambers, Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, on June 18, 2024, and was concluded prior to the adoption of this resolution. (iii) All legal prerequisites to the adoption of the Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the City Council of the City of Brea as follows:

1. In all respects as set forth in the Recitals, Part A, of this Resolution.

2. The improvements specified in the report hereinabove referred to which is on file with the City Clerk of the City of Brea are hereby ordered to be completed.

3. The assessment diagram contained in the report referred to hereinabove and the assessment of $18.50 for each lot located within said District are hereby adopted and confirmed and said assessment is levied for the 2024-2025 fiscal year.

4. The Council hereby expressly overrules any and all protests filed objecting to the proposed improvements specified herein or the assessment levied hereby.

APPROVED AND ADOPTED this 18th day of June, 2024.

_______________________________
Mayor
ATTEST: __________________________
City Clerk
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council of the City of Brea, held on the 18th day of June, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

DATED: ________________________
______________________________
City Clerk
EXHIBIT “A”

LEGAL DESCRIPTION
LIGHTING ASSESSMENT DISTRICT NO. 2
THE BOUNDARIES OF LIGHTING ASSESSMENT DISTRICT NO. 2 IS DESCRIBED AS “BEING THE BOUNDARY OF ANNEXATION NO. 8-74 TO THE CITY OF BREA, COUNTY OF ORANGE, STATE OF CALIFORNIA,” ALSO BEING ALL THE PROPERTIES LOCATED WITHIN THE TRACT BOUNDARY OF TRACT NO. 9227 RECORDED IN BOOK 392, PAGES 5 THROUGH 12; TRACT NO. 9228 RECORDED IN BOOK 428, PAGES 32 THROUGH 38; AND TRACT NO. 8857 RECORDED IN BOOK 464, PAGES 38 THROUGH 44, ALL OF MISCELLANEOUS MAPS, RECORDS OR ORANGE COUNTY, CALIFORNIA.

RESOLUTION NO. 2024-040

A RESOLUTION OF THE COUNCIL OF THE CITY OF BREA LEVYING

AN ASSESSMENT ON CITY OF BREA LANDSCAPE AND LIGHTING
ASSESSMENT DISTRICT NO. 3 FOR THE FISCAL YEAR 2024-2025 A. RECITALS:
(i) By Resolution, this Council approved a report of the Public Works Director related to City of Brea Landscape and Lighting Assessment District No. 3 prepared pursuant to Streets and Highways Code Section 22623, described the improvements thereon and gave notice of and fixed the time and place of the hearing on the question of the levy of an assessment thereon for fiscal year 2024-2025. A description of the area encompassed by said assessment district is attached hereto as “Exhibit A.” (ii) Said hearing was duly and properly noticed, commenced at the Council Chambers, Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, on June 18, 2024, and was concluded prior to the adoption of this resolution. (iii) All legal prerequisites to the adoption of the Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the City Council of the City of Brea as follows:

1. In all respects as set forth in the Recitals, Part A, of this Resolution.

2. The improvements specified in the report hereinabove referred to which is on file with the City Clerk of the City of Brea are hereby ordered to be completed.

3. The assessment diagram contained in the report referred to hereinabove and the assessment of $600.88 for each lot located within said District are hereby adopted and confirmed and said assessment is levied for the 2024-2025 fiscal year.

4. The Council hereby expressly overrules any and all protests filed objecting to the proposed improvements specified herein or the assessment levied hereby.

APPROVED AND ADOPTED this 18th day of June, 2024.
_______________________________
Mayor
ATTEST: __________________________
City Clerk
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council of the City of Brea, held on the 18th day of June, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

DATED:_________________________
_______________________________
City Clerk
EXHIBIT “A”

LEGAL DESCRIPTION
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 3
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 3 INCLUDES ALL

OF THE PROPERTIES IN THE CITY OF BREA LOCATED WITHIN THE TRACT BOUNDARY OF TRACT NO. 8242 RECORDED IN BOOK 428, PAGES 19 THROUGH 24 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA.

RESOLUTION NO. 2024-041

A RESOLUTION OF THE COUNCIL OF THE CITY OF BREA LEVYING

AN ASSESSMENT ON CITY OF BREA LIGHTING ASSESSMENT
DISTRICT NO. 4 FOR THE FISCAL YEAR 2024-2025
A. RECITALS:
(i) By Resolution, this Council approved a report of the Public Works Director related to City of Brea Lighting Assessment District No. 4 prepared pursuant to Streets and Highways Code Section 22623, described the improvements thereon and gave notice of and fixed the time and place of the hearing on the question of the levy of an assessment thereon for fiscal year 2024-2025. A description of the area encompassed by said assessment district is attached hereto as “Exhibit A.” (ii) Said hearing was duly and properly noticed, commenced at the Council Chambers, Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, on June 18, 2024, and was concluded prior to the adoption of this resolution. (iii) All legal prerequisites to the adoption of the Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the City Council of the City of Brea as follows:

1. In all respects as set forth in the Recitals, Part A, of this Resolution.

2. The improvements specified in the report hereinabove referred to which is on file with the City Clerk of the City of Brea are hereby ordered to be completed.

3. The assessment diagram contained in the report referred to hereinabove and the assessment of $12.00 for each lot located within said District are hereby adopted and confirmed and said assessment is levied for the 2024-2025 fiscal year.

4. The Council hereby expressly overrules any and all protests filed objecting to the proposed improvements specified herein or the assessment levied hereby.

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

DATED:_________________________
_______________________________
City Clerk
EXHIBIT “A”

LEGAL DESCRIPTION
LIGHTING ASSESSMENT DISTRICT NO. 4
LIGHTING ASSESSMENT DISTRICT NO. 4 INCLUDES ALL THE
PROPERTIES LOCATED IN THE CITY OF BREA WITHIN TRACT NO. 10224 AS SHOWN ON A MAP RECORDED IN BOOK 436, PAGES 13 THROUGH 16 INCLUSIVE, TRACT NO. 10324 AS SHOWN ON A MAP RECORDED IN BOOK 447, PAGES 3 THROUGH 5 INCLUSIVE, TRACT NO. 10325 AS SHOWN ON A MAP RECORDED IN BOOK 461, PAGES 9 THROUGH 12 INCLUSIVE, TRACT NO. 10326 AS SHOWN ON A MAP RECORDED IN BOOK 461, PAGES 13 THROUGH 16 INCLUSIVE, TRACT NO. 10327 AS SHOWN ON A MAP RECORDED IN BOOK 461, PAGES 17 THROUGH 20 INCLUSIVE, AND TRACT NO. 9298 AS SHOWN ON A MAP RECORDED IN BOOK 476, PAGES 5 THROUGH 7 INCLUSIVE, ALL OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA.

RESOLUTION NO. 2024-042

A RESOLUTION OF THE COUNCIL OF THE CITY OF BREA LEVYING

AN ASSESSMENT ON CITY OF BREA LANDSCAPE AND LIGHTING
ASSESSMENT DISTRICT NO. 5 FOR THE FISCAL YEAR 2024-2025 A. RECITALS:
(i) By Resolution, this Council approved a report of the Public Works Director related to City of Brea Landscape and Lighting Assessment District No. 5 prepared pursuant to Streets and Highways Code Section 22623, described the improvements thereon and gave notice of and fixed the time and place of the hearing on the question of the levy of an assessment thereon for fiscal year 2024-2025. A description of the area encompassed by said assessment district is attached hereto as “Exhibit A.” (ii) Said hearing was duly and properly noticed, commenced at the Council Chambers, Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, on June 18, 2024, and was concluded prior to the adoption of this resolution. (iii) All legal prerequisites to the adoption of the Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the City Council of the City of Brea as follows:

1. In all respects as set forth in the Recitals, Part A, of this Resolution.

2. The improvements specified in the report hereinabove referred to which is on file with the City Clerk of the City of Brea are hereby ordered to be completed.

3. The assessment diagram contained in the report referred to hereinabove and the assessment of $1082.35 for each lot located within said District are hereby adopted and confirmed and said assessment is levied for the 2024-2025 fiscal year.

4. The Council hereby expressly overrules any and all protests filed objecting to the proposed improvements specified herein or the assessment levied hereby.

APPROVED AND ADOPTED this 18th day of June, 2024.
_______________________________
Mayor
ATTEST: _________________________
City Clerk
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council of the City of Brea, held on the 18th day of June, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

DATED: _________________________
_______________________________
City Clerk
EXHIBIT “A”

LEGAL DESCRIPTION
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 5
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 5 INCLUDES ALL

THE PROPERTIES IN THE CITY OF BREA LOCATED WITHIN THE TRACT BOUNDARY OF TRACT NO. 9111 RECORDED IN BOOK 374, PAGES 24, 25 AND 26 OF TRACT NO. 9414 RECORDED IN BOOK 409, PAGES 8 AND 9, AND OF TRACT NO. 9473 RECORDED IN BOOK 291, PAGES 26, 27 AND 28, ALL OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA.

RESOLUTION NO. 2024-043

A RESOLUTION OF THE COUNCIL OF THE CITY OF BREA LEVYING

AN ASSESSMENT ON CITY OF BREA LANDSCAPE AND LIGHTING
ASSESSMENT DISTRICT NO. 6 FOR THE FISCAL YEAR 2024-2025 A. RECITALS:
(i) By Resolution, this Council approved a report of the Public Works Director related to City of Brea Landscape and Lighting Assessment District No. 6 prepared pursuant to Streets and Highways Code Section 22623, described the improvements thereon and gave notice of and fixed the time and place of the hearing on the question of the levy of an assessment thereon for fiscal year 2024-2025. A description of the area encompassed by said assessment district is attached hereto as “Exhibit A.” (ii) Said hearing was duly and properly noticed, commenced at the Council Chambers, Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, on June 18, 2024, and was concluded prior to the adoption of this resolution. (iii) All legal prerequisites to the adoption of the Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the City Council of the City of Brea as follows:

1. In all respects as set forth in the Recitals, Part A, of this Resolution.

2. The improvements specified in the report hereinabove referred to which is on file with the City Clerk of the City of Brea are hereby ordered to be completed.

3. The assessment diagram contained in the report referred to hereinabove and the assessment of $1750.35 for each lot located within said District are hereby adopted and confirmed and said assessment is levied for the 2024-2025 fiscal year.

4. The Council hereby expressly overrules any and all protests filed objecting to the proposed improvements specified herein or the assessment levied hereby.

APPROVED AND ADOPTED this 18th day of June, 2024.

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

DATED: _________________________
_______________________________
City Clerk
EXHIBIT “A”

LEGAL DESCRIPTION
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 6
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 6 INCLUDES ALL

THE PROPERTIES IN THE CITY OF BREA LOCATED WITHIN THE TRACT BOUNDARY OF TRACT NO. 8820, RECORDED IN BOOK 454, PAGES 19 THROUGH 24 INCLUSIVE, TRACT NO. 9531, RECORDED IN BOOK 423, PAGES 24 THROUGH 28 INCLUSIVE, AND TRACT NO. 9532 RECORDED IN BOOK 454, PAGES 25 THROUGH 28, ALL OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA.

RESOLUTION NO. 2024-044

A RESOLUTION OF THE COUNCIL OF THE CITY OF BREA LEVYING

AN ASSESSMENT ON CITY OF BREA LANDSCAPE AND LIGHTING
ASSESSMENT DISTRICT NO. 7 FOR THE FISCAL YEAR 2024-2025 A. RECITALS:
(i) By Resolution, this Council approved a report of the Public Works Director related to City of Brea Landscape and Lighting Assessment District No. 7 prepared pursuant to Streets and Highways Code Section 22623, described the improvements thereon and gave notice of and fixed the time and place of the hearing on the question of the levy of an assessment thereon for fiscal year 2024-2025. A description of the area encompassed by said assessment district is attached hereto as “Exhibit A.” (ii) Said hearing was duly and properly noticed, commenced at the Council Chambers, Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, on June 18, 2024, and was concluded prior to the adoption of this resolution. (iii) All legal prerequisites to the adoption of the Resolution have occurred.

B. RESOLUTION:

NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by the City Council of the City of Brea follows:

1. In all respects as set forth in the Recitals, Part A, of this Resolution.

2. The improvements specified in the report hereinabove referred to which is on file with the City Clerk of the City of Brea are hereby ordered to be completed.

3. The assessment diagram contained in the report referred to hereinabove and the assessment of $365.08 for each lot located within said District are hereby adopted and confirmed and said assessment is levied for the 2024-2025 fiscal year.

4. The Council hereby expressly overrules any and all protests filed objecting to the proposed improvements specified herein or the assessment levied hereby.

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

DATED: ________________________
_______________________________
City Clerk
EXHIBIT “A”

LEGAL DESCRIPTION
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 7
LANDSCAPE AND LIGHTING ASSESSMENT DISTRICT NO. 7 INCLUDES ALL

THE PROPERTIES IN THE CITY OF BREA LOCATED WITHIN THE TRACT BOUNDARY OF TRACT NO. 14656, RECORDED IN BOOK 746, PAGES 47 THROUGH 49 INCLUSIVE, TRACT NO. 14658, RECORDED IN BOOK 724, PAGES 9 THROUGH 11 INCLUSIVE, TRACT NO. 14657 RECORDED IN BOOK 733, PAGES 15 THROUGH 17 INCLUSIVE, TRACT NO. 15070, RECORDED IN BOOK 738, PAGES 27 THROUGH 30 INCLUSIVE, ALL OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA.

City of Brea
City Council Regular Meeting Communication
Waive full reading and introduce Ordinance No. 1251 by title only, renewing Ordinance No. 1243 and approving the Police Department's Military Equipment Use policy
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
ADMINISTRATIVE ITEMS Item: 5A
TO
Honorable Mayor and City Council Members
FROM
Christopher Harvey, Police Lieutenant

RECOMMENDATION
Waive full reading and introduce Ordinance No. 1251 by title only, renewing Ordinance No. 1243 and approving the Police Department's Military Equipment Use policy.

BACKGROUND/DISCUSSION
In March 2022, the Police Department drafted a Military Equipment Use policy, as required by Government Code§§ 7070-7075. Ordinance No. 1227 was adopted by the City Council on May 17, 2022. Ordinance No. 1227 approved and adopted the Police Department's Military Equipment Use policy. Government Code§ 7071(e) requires governing bodies of law enforcement agencies to annually review and vote on the renewal of a Military Equipment Use Policy approval ordinance. The Military Equipment Use policy was renewed on August 18, 2023 by adoption of Ordinance No. 1243. The Police Department seeks to again renew the policy through adoption of Ordinance No. 1251.

As part of the renewal process, Government Code § 7072 requires the Police Department to submit to the City Council an Annual Report related to its use of military equipment, as defined. The Police Department submitted this report to City Council on May 7, 2024, and subsequently posted the Annual Report on the Police Department's internet website:
https://www.ci.brea.ca.us/DocumentCenter/View/15542/Annual-Report-Related-to-Police-Department-Use-ofMilitary-Equipment-as-required-by-Government-Code-7072 The Annual Report is attached to this Staff Report, along with the current policy and current inventory of all military equipment available for use by the Police Department.

The Police Department seeks renewal of Ordinance No. 1243 in order to give the Police Department the ability to continue the use of the previously approved military equipment for the purpose of protecting the safety of officers and the public.

The second reading and adoption of Ordinance No. 1251 is anticipated to take place at the July 16, 2024 City Council meeting.

COMMISSION/COMMITTEE RECOMMENDATION
N/A

FISCAL IMPACT/SUMMARY
None.

RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Prepared By: Christopher Harvey, Police Lieutenant
Concurrence: Adam Hawley, Chief of Police
Attachments
Annual Report Related to Police Department Use of Military Equipment as required by Government Code § 7072 Military Equipment Policy & Inventory
Ordinance No. 1251 (Renew Ordinance No. 1243, renewing the Police Department's Military Equipment policy) City of Brea
City Council Regular Meeting Communication
Annual Report Related to Police Department Use of Military Equipment as required by Government Code § 7072
Meeting
Tuesday, May 7, 2024, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 5B
FROM
Christopher Harvey, Police Lieutenant

RECOMMENDATION
Receive and file.

BACKGROUND/DISCUSSION
In March 2022, the Police Department drafted a Military Equipment policy, as required by Government Code § 7070-7075.

Ordinance No. 1227 was adopted by the City Council on May 17, 2022, adopting the Police Department’s Military Equipment policy. The Military Equipment policy was renewed with the adoption of Ordinance No. 1243 on August 15, 2023.

Government Code § 7072 requires the Police Department submit to the City Council an annual report that includes:

In order to address some of the above topics, specifically on-hand quantities and ongoing costs, the Police Department updated the Military Equipment policy and Military Equipment Inventory on April 29, 2024. The updated policy and inventory are attached with this Staff Report. The remaining topics are outlined below.

Summary of Use:

A summary of how the military equipment was used and the purpose of its use.

A summary of any complaints or concerns received concerning the military equipment.

The results of any internal audits, any information about violations of the military equipment use policy, and any actions taken in response.

The total annual cost for each type of military equipment, including acquisition, personnel, training, transportation, maintenance, storage, upgrade, and other ongoing costs, and from what source funds will be provided for the military equipment in the calendar year following submission of the annual military equipment report.

The quantity possessed for each type of military equipment.

If the Department intends to acquire additional military equipment in the next year, the quantity sought for each type of military equipment.

July 2023: During a SWAT operation in Fullerton involving an armed barricaded suspect, Brea officers deployed a 40MM Sponge Round to break an apartment window, and then deployed Pepper Ball rounds and a Smokeless Tri-Chamber CS gas device into apartment. They caused the suspect to surrender.

July 2023: During a SWAT operation in Fullerton involving a barricaded burglary suspect, Brea officers deployed Pepper Ball rounds into the area where the suspect was barricaded, causing him to surrender.

October 2023: Brea officers used two 40MM Sponge Rounds against a suspect who was armed with a knife, hiding in bushes, and refusing to surrender. The suspect surrendered.

Lenco BearCats: used to transport SWAT operators from Brea PD and allied agencies during SWAT training and operations
Attachments
Military Equipment Policy.pdf
Complaints/Concerns: The Police Department did not receive any complaints, concerns, or questions related to the Department’s ownership or use of military equipment.

Audit: All uses of military equipment were done in compliance with state and federal laws and were within department policy. There were no known incidents of misuse or policy violations.

Acquisition: None.

A copy of this Annual Report, Policy, and Inventory will be posted on the Police Department's website, as required by law.

FISCAL IMPACT/SUMMARY
None.

RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Christopher Harvey, Police Lieutenant
Concurrence: Adam Hawley, Chief of Police
R&S Custom Trailer: used as a command post during DUI checkpoints Daniel Defense Rifles: deployed on occasion by patrol and SWAT officers in order to gain compliance from potentially armed individuals.

Various Distraction Devices, Various Gas Canisters and 40MM Sponge Rounds were used for required annual training and certification of SWAT officers.
40MM Sponge Rounds were used for annual training and certification of other sworn officers.

Policy
705
Brea Police Department
Brea PD Policy Manual
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Published with permission by Brea Police Department ***DRAFT*** Military Equipment - 1 Military Equipment
705.1 PURPOSE AND SCOPE
The purpose of this policy is to provide guidelines for the approval, acquisition, and reporting requirements of military equipment (Government Code § 7070; Government Code § 7071; Government Code § 7072).
705.1.1 DEFINITIONS
Definitions related to this policy include (Government Code § 7070):

Military Equipment – Government Code § 7070 defines "military equipment as including:
• Unmanned, remotely piloted, powered aerial or ground vehicles. • Mine-resistant ambush-protected (MRAP) vehicles or armored personnel carriers. • High mobility multipurpose wheeled vehicles (HMMWV), two-and-one-half-ton trucks, five-ton trucks, or wheeled vehicles that have a breaching or entry apparatus attached. • Tracked armored vehicles that provide ballistic protection to their occupants. • Command and control vehicles that are either built or modified to facilitate the operational control and direction of public safety units. • Weaponized aircraft, vessels, or vehicles of any kind. • Battering rams, slugs, and breaching apparatuses that are explosive in nature. This does not include a handheld, one-person ram.
• Firearms and ammunition of_.50 caliber or greater, excluding standard-issue shotguns and standard-issue shotgun ammunition.
• Specialized firearms and ammunition of less than_.50 caliber, including firearms and accessories identified as assault weapons in Penal Code § 30510 and Penal Code § 30515, with the exception of standard-issue firearms.
• Any firearm or firearm accessory that is designed to launch explosive projectiles. • Noise-flash diversionary devices and explosive breaching tools. • Munitions containing tear gas or OC, excluding standard, service-issued handheld pepper spray.
• TASER® Shockwave, microwave weapons, water cannons, and long-range acoustic devices (LRADs).
• Kinetic energy weapons and munitions.
• Any other equipment as determined by a governing body or a state agency to require additional oversight.

Brea Police Department
Brea PD Policy Manual
Military Equipment
Copyright Lexipol, LLC 2024/04/29, All Rights Reserved.

Published with permission by Brea Police Department ***DRAFT*** Military Equipment - 2 705.2 POLICY
It is the policy of the Brea Police Department that members of this department comply with the provisions of Government Code § 7071 with respect to military equipment. It is the policy of the Brea Police Department that there shall be legally enforceable safeguards, including transparency, oversight, and accountability measures in place to protect the public's welfare, safety, civil rights, and civil liberties before military equipment is funded, acquired, or used. 705.3 MILITARY EQUIPMENT COORDINATOR
The Chief of Police designates the supervisor in charge of asset tracking to act as the military equipment coordinator. The responsibilities of the military equipment coordinator include but are not limited to:
(a) Acting as liaison to the City Council for matters related to the requirements of this policy.
(b) Identifying department equipment that qualifies as military equipment in the current possession of the Department, or the equipment the Department intends to acquire that requires approval by the City Council.
(c) Conducting an inventory of all military equipment at least annually. (d) Collaborating with any allied agency that may use military equipment within the jurisdiction of Brea Police Department (Government Code § 7071). (e) Preparing for, scheduling, and coordinating the annual community engagement meeting to include:

1. Publicizing the details of the meeting.

2. Preparing for public questions regarding the department's funding, acquisition, and use of equipment.
(f) Preparing the annual military equipment report for submission to the Chief of Police and ensuring that the report is made available on the department website (Government Code § 7072).
(g) Establishing the procedure for a person to register a complaint or concern, or how that person may submit a question about the use of a type of military equipment, and how the Department will respond in a timely manner.
(h) Coordinating the processing of complaints and concerns submitted as outlined in this policy.
705.4 MILITARY EQUIPMENT INVENTORY
The items referenced below meet the definition of "Military Equipment" as defined in Government Code § 7070. Items are organized based on equipment categories or types as defined in Government Code § 7070(c). Only categories or types of equipment owned or used by Brea Police Department personnel are included in this inventory. If a category or type is omitted that means that the Brea Police Department does not own or use equipment in that category.

Brea Police Department
Brea PD Policy Manual
Military Equipment
Copyright Lexipol, LLC 2024/04/29, All Rights Reserved.

Published with permission by Brea Police Department ***DRAFT*** Military Equipment - 3 As required by Government Code §§ 7070-7072, information listed in each category or type of military equipment includes the quantity of each type, along with its use and capabilities, expected lifespan, manufacturer's product description, purpose, authorized use, purchase cost, annual upkeep costs, legal and procedural rules governing use, and training required to use each type of military equipmnet.
705.4.1 ITEMS THAT ARE EXPENDABLE AND/OR PERISHABLE
Some items listed are expendable (can be used or expended) and/or perishable (have shelf lives and expiration dates). These include, but are not limited to, launchable munitions and flashbangs.

For perishable and/or expendable items, the attached inventory will include a maximum quantity along with the quantity at the moment in time of the inventory. Being expendable and perishable, the current inventory will be in constant flux and may not match what is listed in the attachment. The Police Department may maintain up to the listed amount of each such expendable or perishable item unless and until this Policy is amended to approve a different type or amount, without additional approval from the governing body.
705.4.2 MILITARY EQUIPMENT USE CONSIDERATIONS
The following shall apply to any military equipment acquired and authorized by the department:

1. Use of the equipment shall be necessary because there are no reasonable alternatives that can achieve the same objective of officer and civilian safety.

2. Use of the equipment will serve to safeguard the public's welfare, safety, civil rights, and civil liberties.

3. The equipment is reasonably cost effective compared to any available alternatives that can achieve the same objective of officer and civilian safety

4. The equipment shall only be used by department employees who have received required training, including any courses required by the Commission on Peace Officer Standards and Training (POST), and/or who otherwise possess established qualifications for each item type of equipment, unless an emergency or other exigent circumstances exist.

5. The equipment shall comply with other pertinent Brea Police Department Policies including, but not limited to, Use of Force, Control Devices and Techniques, Search and Seizure, and First Amendment Assemblies.
705.4.3 MILITARY EQUIPMENT INVENTORY
See attachment: Brea Police Dept Military Equipment Inventory April 2024.pdf All military equipment kept and maintained by the Brea Police Department shall be cataloged in a way which addresses each of the following requirements:

1. The manufacturer's description for each type of equipment.

2. The capabilities of each type of equipment.

3. The purposes and authorized uses for which the Department proposes for each type of equipment.

Brea Police Department
Brea PD Policy Manual
Military Equipment
Copyright Lexipol, LLC 2024/04/29, All Rights Reserved.

Published with permission by Brea Police Department ***DRAFT*** Military Equipment - 4

4. The expected lifespan of each type of equipment.

5. The fiscal impact of each type of equipment, both initially and for ongoing maintenance.

6. The quantity of each type of equipment, whether maintained or sought. 705.5 APPROVAL
The Chief of Police or the authorized designee shall obtain approval for use of military equipment from the City Council by way of an ordinance adopting a new or revised military equipment use policy. As part of the approval process, the Chief of Police or the authorized designee shall ensure the proposed military equipment policy is submitted to the City Council and is available on the department website at least 30 days prior to any public hearing concerning the military equipment at issue (Government Code § 7071). The military equipment policy must be approved by the City Council prior to engaging in any of the following (Government Code § 7071):
(a) Requesting military equipment made available pursuant to 10 USC § 2576a. (b) Seeking funds for military equipment, including but not limited to applying for a grant, soliciting or accepting private, local, state, or federal funds, in-kind donations, or other donations or transfers.
(c) Acquiring military equipment either permanently or temporarily, including by borrowing or leasing.
(d) Collaborating with another law enforcement agency in the deployment or other use of military equipment within the jurisdiction of this department. (e) Using any new or existing military equipment for a purpose, in a manner, or by a person not previously approved by the City Council.
(f) Soliciting or responding to a proposal for, or entering into an agreement with, any other person or entity to seek funds for, apply to receive, acquire, use, or collaborate in the use of military equipment.
(g) Acquiring military equipment through any means not provided above. 705.6 COORDINATION WITH OTHER JURISDICTIONS
Military equipment shall not be used by any other law enforcement agency or member in this jurisdiction unless the military equipment is approved for use in accordance with this policy. 705.7 ANNUAL REPORT
Upon approval of a military equipment policy, the Chief of Police or the authorized designee shall submit a military equipment report to the City Council for each type of military equipment approved within one year of approval of this policy, and annually thereafter for as long as the military equipment is available for use (Government Code § 7072). The Chief of Police or the authorized designee shall post each annual military equipment report publicly available on the Department website for as long as the military equipment is available for use. The annual military equipment report shall, at a minimum, include the following information for the immediately preceding calendar year for each type of military equipment:

Brea Police Department
Brea PD Policy Manual
Military Equipment
Copyright Lexipol, LLC 2024/04/29, All Rights Reserved.

Published with permission by Brea Police Department ***DRAFT*** Military Equipment - 5 (a) A summary of how the military equipment was used and the purpose of its use. (b) A summary of any complaints or concerns received concerning the military equipment. (c) The results of any internal audits, any information about violations of the military equipment use policy, and any actions taken in response. (d) The total annual cost for each type of military equipment, including acquisition, personnel, training, transportation, maintenance, storage, upgrade, and other ongoing costs, and from what source funds will be provided for the military equipment in the calendar year following submission of the annual military equipment report. (e) The quantity possessed for each type of military equipment. (f) If the Department intends to acquire additional military equipment in the next year, the quantity sought for each type of military equipment.
705.8 COMMUNITY ENGAGEMENT
Within 30 days of submitting and publicly releasing the annual report, the Department shall hold at least one well-publicized and conveniently located community engagement meeting, at which the Department shall discuss the report and respond to public questions regarding the funding, acquisition, or use of military equipment.
705.9 COMPLIANCE
The Military Equipment Coordinator will ensure that all Department members comply with this policy and will conduct an annual audit. The Chief of Police or designee will be notified of any policy violations and, as appropriate, the violation(s) will be referred to the Professional Standards Unit and handled as Personnel Complaints. All instances of non-compliance will be reported to City Council via the annual military equipment report.

Any member of the public can register a question or concern regarding military use equipment by contacting the Brea Police Department via telephone to the Brea Police Department Watch Commander at 714-990-7624. A response to the question or concern shall be completed and provided by the Department in a timely manner, but not to exceed thirty (30) days.

Any member of the public can submit a complaint to any member of the Department and in any form (i.e., in person, telephone, email, etc.). Once the complaint is received, it shall be routed to the Professional Standards Unit as provided for citizen complaints Brea PD Policy Manual
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Published with permission by Brea Police Department ***DRAFT*** Attachments - 6 Attachments
Attachment
Brea PD Policy Manual
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Published with permission by Brea Police Department
***DRAFT*** Brea Police Dept Military Equipment Inventory April 2024.pdf - 7
Brea Police Dept Military
Equipment Inventory April 2024.pdf
Brea Police Dept Military Equipment Inventory April 2024.pdf

ARMORED PERSONNEL CARRIERS
[Government Code section 7070(c)(2)]
Item: LENCO BEARCAT
Quantity: 2*
*These items are owned and maintained by the Fullerton Police Department and La Habra Police Department, but are mutual aid assets used by Brea Police Department personnel as part of a regional SWAT team.

Use and Capability: Commercially-produced, four-wheeled armored personnel carrier and rescue vehicle; capable of transporting 10-12 fully equipped SWAT officers, with an open floor plan to allow for rescue of downed personnel or victims/civilians. The vehicle can be used for both SWAT and non-SWAT incidents.

Expected Lifespan: 25 years.

Manufacturer’s Product Description: The Lenco BearCat G2 is the standard tactical armored vehicle for special operations units within the US Law Enforcement community. Since the early 2000s, agencies such as LAPD, LASD SEB, NYPD ESU, Boston PD and hundreds of Federal, State and Local Law Enforcement agencies have made the BearCat G2 part of their standard operating procedure. The G2 has excellent on-road driving characteristics and maneuverability in tight urban settings. The large floor plan seats 10 – 12 fully equipped officers with a long list of tactical features only found on the Lenco BearCat line of armored SWAT vehicles for Police and Government.

Purpose: To be used in response to dangerous incidents to enhance officer and citizen/victim safety, improve scene containment and stabilization, and assist in resolving critical incidents.

Authorized Use: The use of armored vehicles shall be authorized by a Watch Commander or SWAT Commander, based on specific circumstances of a given critical incident. Armored vehicles shall be used only by officers trained in their deployment and in a manner consistent with Department policy and training.

Purchase Price: $315,518.65**
**Both BearCat vehicles were obtained through the UASI group procurement process.

Annual Upkeep Costs: Annual maintenance cost of approximately $5,000 per vehicle (paid for by the City of Fullerton and City of La Habra) Legal and Procedural Rules: It is the policy of the Department to utilize armored vehicles only for official law enforcement purposes, and pursuant to State and Federal law.

Training Required: All drivers/operators must first attend formalized in-house instruction which includes vehicle operations and practical driving instruction.

COMMAND AND CONTROL VEHICLES
[Government Code section 7070(c)(5)]
Item: R & S CUSTOM TRAILER MODEL T-22PR ROAD HAULER (CERT Trailer)
Quantity: 1
Use and Capability: A vehicle-towed mobile office trailer that provides shelter, access to department computer systems, and restroom facilities during extended events.

Expected Lifespan: 20 years
Manufacturer’s Product Description: Not available.

Purpose: The 2011 Model T-22 Road Hauler trailer is a 22 feet long box trailer that has is used as a mobile, portable command post for primary use by the Civilian Emergency Response Team and can be utilized by the Police Department for DUI checkpoints and as a command post at community events. Additional authorized uses of the CERT Trailer may include, but are not limited to, critical incidents, emergencies and natural disasters.

Authorized Use: Only City of Brea personnel who have completed any required training and have obtained the California Department of Motor Vehicles Class B Driver License will be allowed to tow the CERT Trailer.

Purchase Price: $0*
*The Anaheim/Santa Ana UASI group completed the procurement process of the CERT Trailer for the City of Irvine, utilizing FY2008 UASI funds to purchase a volunteer management/equipment trailer in support of FEMA’s Citizen Corps Program, specifically the Community Emergency Response Teams (CERT). This trailer was issued to the City of Irvine’s CERT Program through the Irvine Police Department. In 2014, the Anaheim/Santa Ana UASI grant office was notified that the Irvine CERT program could no longer use the trailer due to operational and administrative issues, they returned the trailer for issuance to another CERT program. The Anaheim/Santa Ana UASI office identified the City of Brea to receive this trailer for use in support of its CERT Program. The trailer was issued to the City of Brea’s CERT Program through the Brea Police Department. The CERT Program was later moved to the Brea Fire Department who then took over the administration of CERT and the trailer.

Annual Upkeep Costs: Approximately $200
Legal and Procedural Rules: Use of the CERT Trailer is not governed by the policies of the Brea Police Department, and may be used at the discretion of the Emergency Preparedness Coordinator or Brea Fire Department Administration.

Training Required: The driver towing the CERT Trailer shall be a City of Brea employee who possesses a valid California Department of Motor Vehicles Class B Driver License.

EXPLOSIVE BREACHING APPARATUSES AND RELATED

MUNITIONS
[Government Code section 7070(c)(7)]
Item: REMINGTON 870 SHOTGUN, MODIFIED WITH A BREACHING
BARREL
Quantity: 1
Use and Capability: This weapon allows for SWAT Officers to safely utilize shotgun breaching rounds in order to disable deadbolts, locks, and door hinges. There is a spiked stand-off built into the end of the barrel to allow for positive placement of the gun into the correct position. The stand-off has vents to deflect debris and gases to prevent overpressure. The weapon can also defeat windows and sliding glass doors with a flash bang round (a less lethal 2.4 inch, 12-gauge shotgun round firing a ballistic fiber bag filled with 40 grams of lead shot at a velocity of 270-290 feet per second)
Expected Lifespan: 20 years
Manufacturer’s Product Description: Not available.

Purpose: To allow SWAT officers to defeat locks and/or hinges to safely enter a structure.

Authorized Use: Use of any explosive breaching device shall only occur after authorization by the Incident Commander or SWAT Commander in the field, or during training exercises. Only fully trained SWAT operators shall use these weapons and munitions.

Purchase Price: $1,200
Annual Upkeep Costs: Approximately $50
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this breaching tool only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training Required: All SWAT Officers who use a breaching shotgun shall first successfully complete an approved explosive breaching class, and must receive annual in-house training for the use of the breaching shotgun and munitions.

Related Munitions:

Item: TKO BREACHING SHOTGUN ROUNDS
Description: A round that is fired from a breaching shotgun and is used to disable deadbolts, locks and hinges.

Current Inventory: 30 rounds
Usual Inventory: 30 rounds
Authorized Use: Use of any explosive breaching device shall only occur after authorization by the Incident Commander or SWAT Commander in the field, or during training exercises. Only fully trained SWAT operators shall use these weapons and munitions.

Purchase Price: $6.09 per round
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this breaching tool only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

SPECIALIZED FIREARMS / ASSAULT WEAPONS
[Government Code section 7070(c)(10)]
Item: DANIEL DEFENSE MODEL DDM4V7, 5.56 MM, 11” BARREL
Quantity: 60
Use and Capability: Firearm designed and intended to be fired from the shoulder and designed to use the energy in a fixed metallic cartridge to fire only a single projectile through a rifled bore for each single pull of the trigger.

Expected Lifespan: 10 years
Manufacturer’s Product Description: The DDM4 V7 AR15 style firearm features MLOK attachment technology with the Daniel Defense MFR 15.0 rail. Built around a Cold Hammer Forged, 16-inch barrel, the V7 has a DD improved Flash Suppressor to reduce flash signature. The mid-length gas system provides smooth and reliable cycling under any condition and reduces both perceived recoil and wear on moving parts. With the M-LOK attachment points that run along 7 positions and an uninterrupted 1913 Picatinny rail on top, the V7 has plenty of room for the sights, optics, and accessories the user may require. The independently ambi GRIP-N-RIP Charging Handle accommodates left- and right-handed shooters. This rifle also comes with the ergonomic Daniel Defense Buttstock and Pistol Grip.

Purpose: Patrol rifles enable officers, when in compliance with the Brea Police Department’s Use of Force Policy, to address medium to long distance threats, or those threats who are heavily armed, armored or both. Further, in both short and long-distance deployments, they allow officers precision shot placement minimizing the risk to officers and innocent citizens
Authorized Use: Officers who have attended a POST-certified rifle course may carry and deploy rifles. Patrol rifles are to be used for law enforcement purposes, and in compliance with the Brea Police Department Use of Force policy and relevant state and federal laws.

Purchase Price: $1,400 per rifle
Annual Upkeep Costs: $50
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize rifles only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Training Required: Prior to deploying and using a rifle, officers must first be certified by POST instructors in the operation of the rifle. Additionally, all members that operate any rifle are required to pass a range qualification quarterly prior to use.

Item: HECKLER & KOCH MODEL G36C, 5.56 MM, 8.9” BARREL
Quantity: 3
Use and Capability: Firearm designed and intended to be fired from the shoulder and designed to use the energy in a fixed metallic cartridge to fire only a single projectile through a rifled bore for each single pull of the trigger.

Expected Lifespan: 10 years
Manufacturer’s Product Description: With its short 8.98 inch (228 mm) barrel and buttstock folded, the G36C (compact carbine) has an overall length of less than 20 inches— shorter that an MP5 submachine gun. It is the perfect 5.56 mm weapon for use in confined areas such as a vehicle. The G36C can even be fired with its buttstock folded. With the installation of an HK G36 magazine conversion magazine well, the G36C can use widely available AR/M16/M4 type magazines.

Purchase Price: $900 per rifle
Annual Upkeep Costs: $50
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize rifles only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Item: HECKLER & KOCH, MODEL 416D, 5.56MM, 11.5” BARREL
Quantity: 4
Use and Capability: Firearm designed and intended to be fired from the shoulder and designed to use the energy in a fixed metallic cartridge to fire only a single projectile through a rifled bore for each single pull of the trigger.

Expected Lifespan: 10 years
Manufacturer’s Product Description: Heckler & Koch developed the HK416 for U.S. special operations forces as a major product improvement of M4/M16-type carbines and rifles. Using the HK-proprietary gas piston system found on the G36, the HK416 does not introduce propellant gases and carbon fouling back into the weapon’s interior, making it the most reliable of any M4/M16 type weapon.

Purchase Price: $0*
*These rifles were obtained with credit from traded-in older model rifles Annual Upkeep Costs: $50
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize rifles only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Item: DANIEL DEFGENSE MODEL DDM4 V7S, 5.56 MM, 11.5” BARREL Quantity: 10
Use and Capability: Firearm designed and intended to be fired from the shoulder and designed to use the energy in a fixed metallic cartridge to fire only a single projectile through a rifled bore for each single pull of the trigger.

Expected Lifespan: 10 years
Manufacturer’s Product Description: The DDM4 V7 AR15 style firearm features MLOK attachment technology with the Daniel Defense MFR 15.0 rail. Built around a Cold Hammer Forged, 16 inch barrel, the V7 has a DD improved Flash Suppressor to reduce flash signature. The mid-length gas system provides smooth and reliable cycling under any condition and reduces both perceived recoil and wear on moving parts. With the M-LOK attachment points that run along 7 positions and an uninterrupted 1913 Picatinny rail on top, the V7 has plenty of room for the sights, optics, and accessories the user may require. The independently ambi GRIP-N-RIP Charging Handle accommodates left- and right-handed shooters. This rifle also comes with the ergonomic Daniel Defense Buttstock and Pistol Grip.

Purpose: Rifles enable officers, when in compliance with the Brea Police Department’s Use of Force Policy, to address medium to long distance threats, or those threats who are heavily armed, armored or both. Further, in both short and long-distance deployments, they allow officers precision shot placement minimizing the risk to officers and innocent citizens
Authorized Use: Officers who have attended a POST-certified rifle course may carry and deploy rifles. Rifles are to be used for law enforcement purposes, and in compliance with the Brea Police Department Use of Force policy and relevant state and federal laws. These particular rifles are assigned to Department members who are assigned to North County SWAT, and the officers who are issued these rifles carry them in both patrol and SWAT operations.

Purchase Price: $1,759 per rifle
Annual Upkeep Costs: $50
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize rifles only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Item: LARUE TACTICAL OPTIMIZED BATTLE RIFLE (OBR), 7.62 MM Quantity: 1
Use and Capability: Firearm designed and intended to be fired from the shoulder and designed to use the energy in a fixed metallic cartridge to fire only a single projectile through a rifled bore for each single pull of the trigger.

Expected Lifespan: 15 years
Manufacturer’s Product Description: The LaRue OBR (Optimized Battle Rifle) was built from the ground up, using a newly designed upper-receiver platform, combined with a lower, inspired from our successful 5.56 MM lower. Both the upper and lower are CNC-machined from billet, for the optimum fit and consistency. The receiver components are designed with more material in critical areas to alleviate known issues of weakness in 7.62 platforms and to stiffen the receiver...translating into maximum accuracy.

Purpose: Sniper rifles enable officers, when in compliance with the Brea Police Department’s Use of Force Policy, to address medium to long distance threats, or those threats who are heavily armed, armored or both. They allow officers precision shot placement minimizing the risk to officers and innocent citizens Authorized Use: Officers who have attended a specific POST-certified rifle course may carry and deploy rifles. Rifles are to be used for law enforcement purposes, and in compliance with the Brea Police Department Use of Force policy and relevant state and federal laws.

Purchase Price: $4,125 per rifle
Annual Upkeep Costs: $50
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize rifles only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Training Required: This rifle may only be used by SWAT Officers who have successfully completed a POST-certified rifle marksmanship or sniper course.

Additionally, all members that operate any rifle are required to pass a range qualification quarterly prior to use.

FLASHBANG GRENADES, TEAR GAS, AND PEPPER BALLS
[Government Code section 7070(c)(12)]
Item: DEFENSE TECHNOLOGY LOW ROLL II, DISTRACTION DEVICE Current Inventory: 19
Usual Inventory: 20
Use and Capability: Device used to distract device used to disorient or divert a suspect’(s) attention away from SWAT Officers using light and sound. This device can allow SWAT Officers to gain safer access to a high-risk situation, giving extra time to assess and analyze existing threats. This device can prevent injury to officers and citizens. This device can lead to a safer resolution and allow SWAT Officers to take a suspect’(s) into custody without force
Expected Lifespan: Until expended
Manufacturer’s Product Description: The 11-Gram Low Roll II® Non-Reloadable Distraction Device®, High Humidity utilizes an M201A1 type fuse with Hex design steel body. This compact version of the 8933 Low Roll Distraction Device body is the newest version of the first reusable non-bursting canisters that limits movement and rolling once deployed. The compact Distraction Device fits safely in your hand and packs all the power of the full-size Distraction Device. This is a smaller, lighter device with the same output. This is a modified version of the Low Roll II Non-Reloadable Distraction Device that is designed for use in high humidity environments, which incorporates a water-resistant charge tube. The standard render safe practice involving 24-hour water submersion will no longer be effective for the high humidity devices, please consult the render safe procedure for incineration in the instructions.

Purpose: A distraction device is ideal for distracting dangerous suspects during assaults, hostage rescue, room entry or other high-risk arrest situations. To produce atmospheric overpressure and brilliant white light and, as a result, can cause short-term (6 - 8 seconds) physiological/psychological sensory deprivation to give officers a tactical advantage.

Authorized Use: Diversionary Devices shall only be used by officers who have been trained in their proper use, in hostage and barricaded subject situations, in highrisk warrant (search/arrest) services where there may be extreme hazards to officers, during other high-risk situations where their use would enhance officer safety, and during training exercises.

Purchase Price: $46 each
Annual Upkeep Costs: None
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used by any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training Required: Prior to use, officers must successfully complete diversionary device training that is conducted by POST-certified instructors.

Item: DEFENSE TECHNOLOGY, FLAMELESS TRI-CHAMBER CS GRENADE Current Inventory: 8
Usual Inventory: 10
Use and Capability: Handheld/throwable grenade use to deploy and disperse CS chemical agent.

Expected Lifespan: Until expended, or five years from date of manufacture Manufacturer’s Product Description: The design of the Tri-Chamber Flameless CS Grenade allows the contents to burn within an internal can and disperse the agent safely with reduced risk of fire. The grenade is designed primarily for indoor tactical situations to detect and/or dislodge a barricaded subject. This grenade will deliver approximately .70 oz. of agent during its 20-25 seconds burn time. The Tri-Chamber Flameless Grenade can be used in crowd control as well as tactical deployment situations by Law Enforcement and Corrections, but was designed with the barricade situation in mind. Its applications in tactical situations are primarily to detect and/or dislodge barricaded subjects. The purpose of the Tri-Chamber Flameless Grenade is to minimize the risks to all parties through pain compliance, temporary discomfort, and/or incapacitation of potentially violent or dangerous subjects. The Tri-Chamber Flameless Grenade provides the option of delivering a pyrotechnic chemical device indoors, maximizing the chemicals’ effectiveness via heat and vaporization, while minimizing or negating the chance of fire to the structure. The Tri-Chamber Flameless Grenade is NOT to be launched utilizing a launching cup.

Purpose: To limit the escalation of conflict where employment of lethal force is prohibited or undesirable. Situations for use of the less lethal weapon systems may include, but are not limited to: self-destructive, dangerous and/or combative individuals; riot/crowd control and civil unrest incidents; circumstances where a tactical advantage can be obtained.; potentially vicious animals; training exercises or approved demonstrations.

Authorized Use: Only officers who have received POST certification in the use chemical agents are authorized to use chemical agents.

Purchase Price: $35 each
Annual Upkeep Costs: None
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training: Sworn members utilizing chemical agent canisters must first be certified by POST less lethal and chemical agent instructors.

Item: DEFENSE TECHNOLOGY SPEDE-HEAT CS GRENADE
Current Inventory: 14
Usual Inventory: 10
Use and Capability: Handheld/throwable or weapon-launchable grenade use to deploy and disperse CS chemical agent.

Expected Lifespan: Until expended, or five years from date of manufacture Manufacturer’s Product Description: The Spede-Heat™ CS Grenade is a high volume, continuous burn it expels its payload in approximately 20-40 seconds. The payload is discharged through four gas ports on top of the canister, three on the side and one on the bottom. This launchable grenade is 6.12 in. by 2.62 in. and holds approximately 2.9 oz. of active agent.

Authorized Use: Only officers who have received POST certification in the use chemical agents are authorized to use chemical agents.

Purchase Price: $28 each
Annual Upkeep Costs: None
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training: Sworn members utilizing chemical agent canisters must first be certified by POST less lethal and chemical agent instructors.

Item: DEFENSE TECHNOLOGY CS TRIPLE-CHASER SEPARATING

CANISTER
Current Inventory: 20
Usual Inventory: 30
Use and Capability: Handheld/throwable grenade use to deploy and disperse CS chemical agent.

Expected Lifespan: Until expended, or five years from date of manufacture Manufacturer’s Product Description: The Triple-Chaser® CS consists of three separate canisters pressed together with separating charges between each. When deployed, the canisters separate and land approximately 20 feet apart allowing increased area coverage in a short period of time. This grenade can be hand thrown or launched from a fired delivery system. The grenade is 6.5 in. by 2.7 in. and holds an approximately 3.2 oz. of active agent payload. It has an approximate burn time of 20-30 seconds.

Authorized Use: Only officers who have received POST certification in the use chemical agents are authorized to use chemical agents.

Purchase Price: $44 each
Annual Upkeep Costs: None
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training: Sworn members utilizing chemical agent canisters must first be certified by POST less lethal and chemical agent instructors.

Item: DEFENSE TECHNOLOGY, OC TRIPLE CHASER SEPARATING

CANISTER
Current Inventory: 21
Usual Inventory: 30
Use and Capability: Handheld/throwable grenade use to deploy and disperse OC chemical agent.

Expected Lifespan: Until expended, or five years from date of manufacture Manufacturer’s Product Description: The OC Triple-Chaser® Pyrotechnic Grenade is one of our first-ever pyrotechnic grenades that combines the effectiveness of Oleoresin Capsicum (OC) as an irritant and inflammatory agent with the flexible delivery methods, range and area coverage of pyrotechnic munitions for crowd control. The Triple-Chaser OC consists of three separate canisters pressed together.

This grenade can be hand thrown or launched from a delivery system. The grenade is 6.5 in. by 2.7 in. and holds approximately 1.06 oz. of active agent payload. It has an approximate burn time of 20-30 seconds.

Authorized Use: Only officers who have received POST certification in the use chemical agents are authorized to use chemical agents.

Training: Sworn members utilizing chemical agent canisters must first be certified by POST less lethal and chemical agent instructors.

Item: DEFENSE TECHNOLOGY, CS POCKET TACTICAL CANISTER
Current Inventory: 9
Usual Inventory: 10
Use and Capability: Handheld/throwable grenade use to deploy and disperse CS chemical agent.

Expected Lifespan: Until expended, or five years from date of manufacture Manufacturer’s Product Description: The Pocket Tactical CS Grenade is small, and lightweight. The 0.9 oz. of active agent will burn approximately 20-40 seconds. At

4.75 in. by 1.4 inches in size, it easily fits in most tactical pouches. This is a launchable grenade; however, it is normally used as a signaling or covering device.

Though this device is slightly over four inches in length, it produces a smoke cloud so fast it appears to be an enveloping screen produced by a full-size tactical grenade.

Authorized Use: Only officers who have received POST certification in the use chemical agents are authorized to use chemical agents.

Purchase Price: $39 each
Annual Upkeep Costs: None
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training: Sworn members utilizing chemical agent canisters must first be certified by POST less lethal and chemical agent instructors.

Item: DEFENSE TECHNOLOGY, SMOKE CANISTER
Current Inventory: 16
Usual Inventory: 10
Use and Capability: Handheld/throwable grenade use to deploy and disperse inert smoke.

Expected Lifespan: Until expended, or five years from date of manufacture Manufacturer’s Product Description: The Military-Style Maximum Smoke Grenade comes from the Defense Technology® #3 smoke grenade. It is a slow burning, high volume, continuous discharge grenade designed for outdoor use in crowd management situations. Emits grey-white smoke only for approximately 1.5 to 2 minutes.

Authorized Use: Only officers who have received POST certification in the use chemical agents are authorized to use chemical agents.

Purchase Price: $49 each
Annual Upkeep Costs: None
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training: Sworn members utilizing chemical agent canisters must first be certified by POST less lethal and chemical agent instructors.

Item: FTC PEPPERBALL LAUNCHER
Quantity: 1
Use and Capability: A compressed-air powered launcher designed to launch nonlethal PepperBall projectiles, both inert and irritant-containing, at a maximum distance of 150 feet.

Expected Lifespan: 20 years
Manufacturer’s Product Description: FTC is a high-capacity, semi-automatic launcher that is perfect for crowd management and mobile field force operations.

Reliable and accurate, it features a hopper that can hold up to 180 rounds and a flexible air source configuration.

Authorized Use: Only SWAT Operators who have been trained in the use of PepperBall launchers are authorized to use them.

Purchase Price: $573.25
Annual Upkeep Costs: $50
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Training Required: SWAT Operators utilizing PepperBall launchers and projectiles must first be trained in their use by POST certified less lethal and chemical agent instructors.

Related Munitions:

Item: PEPPERBALL LIVE-X PROJECTILES
Manufacturer’s Product Description: Our most potent and powerful concentration of PAVA pepper powder. One round of LIVE-X™ contains the equivalent PAVA irritant chemical agent in 10 regular PepperBall® LIVE™rounds.

Current Inventory: 700 rounds
Usual Inventory: 750 rounds
Authorized Use: Only SWAT Operators who have been trained in the use of PepperBall launchers are authorized to use them.

Purchase Price: $2,500 per 750 rounds
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Training Required: SWAT Operators utilizing PepperBall launchers and projectiles must first be trained in their use by POST certified less lethal and chemical agent instructors.

Item: PEPPERBALL INERT PROJECTILES
Manufacturer’s Product Description: Containing a harmless, scented powder, this projectile is best suited for training, qualifications, and direct impact when chemical exposure is not desired.

Current Inventory: 700 rounds
Usual Inventory: 750 rounds
Authorized Use: Only SWAT Operators who have been trained in the use of PepperBall launchers are authorized to use them.

Purchase Price: $646 per 750 rounds
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this item only for official law enforcement purposes, in compliance with the Brea Police Department Use of Force policy, and pursuant to state and federal laws regarding the use of force.

Training Required: SWAT Operators utilizing PepperBall launchers and projectiles must first be trained in their use by POST certified less lethal and chemical agent instructors.

LONG RANGE ACOUSTIC DEVICE (LRAD)
[Government Code section 7070(c)(13)]
Item: AARDVARK LRAD 100x PORTABLE HAILING SYSTEM
Quantity: 1
Use and Capability: A high intensity directional acoustical array for long-range, crystal-clear hailing, notification, and an unmistakable warning tone. The LRAD is primarily used as a communication device.

Expected Lifespan: 25 years
Manufacturer’s Product Description: The Model 100X Portable Hailing System is a self-contained, hand-held, portable communications device for use in on-scene and tactical communications. It has the capability to be 20-30 dB louder than legacy bullhorns and vehicle-based P.A. systems, while still being 4x- 6x louder and more intelligible than products with a comparable size and weight. Weighing at only 15 lbs. (6.8 kg) with battery, accessories, and cables, the easy portability of the 100X can safely communicate beyond standoff distances to determine intent. The highly intelligible voice messages over distances up to 600 meters; max range of 250 meters over 88 dB of background noise and 137dB SPL @ 1 meter, A-weighted maximum continuous output. Taking advantage of its focused, directional sound pattern, optimized driver and waveguide technology, the 100X can penetrate buildings and vehicles to ensure communications are heard and understood. The warning tone provides a safer alternative to non-lethal measures and safely modifies behavior while creating additional time to scale the escalation of force if necessary. With an 8-hour rechargeable battery, optional power sources and water-resistant casing, the 100X creates an instant acoustic standoff perimeter even through wind, engines, sirens, and noisy crowds. The 100X is easily operable with gloves or MOPP gear using the simple user interface.

Purpose: To be used to issue dispersal orders during crowd and riot control situations or to address the public in the event of civil emergencies, natural disasters, evacuations, and police incidents (e.g., missing persons, perimeters for wanted suspects/ K9 deployments, etc.). The LRAD may also be used to issue a warning tone.

Authorized Use: The LRAD use may only occur after the authorization of the Incident Commander or SWAT Commander in the field and/or during training exercises by personnel trained to operate the LRAD.

Purchase Price: $12,293.95
Annual Upkeep Costs: None
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize this breaching tool only for official law enforcement purposes, and pursuant to State and Federal Law. This equipment is owned and operated by Brea Police Department, but may be used any trained member of the regional SWAT team, North County SWAT, during training and SWAT operations.

Training Required: No formal training is required, however SWAT Operators trained in the use of the LRAD should set up and operate the device.

PROJECTILE LAUNCH PLATFORM AND RELATED MUNITIONS
[Government Code section 7070(c)(14)]
Item: DEFENSE TECHNOLOGY LMT 40 MM LMT SINGLE SHOT

LAUNCHER
Quantity: 13*
*Four launchers are assigned to the SWAT team, nine launchers are assigned to Patrol Use and Capability: 40MM Launchers are utilized by department personnel as a less lethal tool to launch less-lethal impact rounds, and authorized CS and OC rounds.

Expected Lifespan: 15 years
Manufacturer’s Product Description: Manufactured exclusively for Defense Technology®, the 40LMTS is a tactical single shot launcher that features an expandable ROGERS Super Stoc and an adjustable Integrated Front Grip (IFG) with light rail. The ambidextrous Lateral Sling Mount (LSM) and QD mounting systems allow both a single- and two-point sling attachment. The 40LMTS will fire standard 40mm less lethal ammunition, up to 4.8 inches in cartridge length. The Picatinny Rail Mounting System will accept a wide array of enhanced optics/sighting systems.

Authorized Use: Situations for use of the less lethal weapon systems may include, but are not limited to: self-destructive, dangerous and/or combative individuals; riot/crowd control and civil unrest incidents; circumstances where a tactical advantage can be obtained; potentially vicious animals; training exercises or approved demonstrations.

Purchase Price: $1,000 each
Annual Upkeep Costs: $50 each
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize the 40mm only for official law enforcement purposes, and pursuant to State and Federal law, including those regarding the use of force.

Training Required: Sworn members utilizing 40mm less lethal munitions, chemical agents or impact rounds, must first be trained in their use by POST-certified less lethal and/or chemical agent instructors.

Related Munitions:

Item: DEFENSE TECHNOLOGY, 40MM EXACT IMPACT SPONGE
Description: The eXact iMpact™ 40 mm Sponge Round is a point-of-aim, point-ofimpact direct-fire round. This lightweight, high-speed projectile consisting of a plastic body and sponge nose that is spin stabilized via the incorporated rifling collar and the 40 mm launcher’s rifled barrel. The round utilizes smokeless powder as the propellant, and, therefore, have velocities that are extremely consistent.

Used for Crowd Control, Patrol, and Tactical Applications.

Current Inventory: 758 rounds
Usual Inventory: 675 rounds
Authorized Use: Situations for use of the less lethal weapon systems may include, but are not limited to: self-destructive, dangerous and/or combative individuals; riot/crowd control and civil unrest incidents; circumstances where a tactical advantage can be obtained; potentially vicious animals; training exercises or approved demonstrations.

Purchase Price: $18 per round
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize the 40mm only for official law enforcement purposes, and pursuant to State and Federal law, including those regarding the use of force.

Item: DEFENSE TECHNOLOGY, 40MM CS FERRET POWDER BARRICADE

PENETRATING PROJECTILE ROUND
Description: The 40MM CS Ferret Powder munition is a barricade penetrating round filled with a CS Powder chemical agent. It is a frangible projectile that is spin stabilized utilizing barrel rifling of the 40MM launcher. It is non-burning and designed to penetrate barriers. It is primarily used to dislodge barricaded subjects and can also be used for area denial. It is used by tactical teams to penetrate barriers such as windows, hollow core doors, wallboard (drywall), and thin plywood. Upon impact, the nose ruptures and instantaneously delivers the agent payload inside of a structure of vehicle. The active CS agent is 7.6 grams and instantaneously discharges on impact.

Current Inventory: 31 rounds
Usual Inventory: 35 rounds
Authorized Use: Situations for use of the less lethal weapon systems may include, but are not limited to: self-destructive, dangerous and/or combative individuals; riot/crowd control and civil unrest incidents; circumstances where a tactical advantage can be obtained; potentially vicious animals; training exercises or approved demonstrations.

Purchase Price: $21 per round
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize the 40mm only for official law enforcement purposes, and pursuant to State and Federal law, including those regarding the use of force.

Item: DEFENSE TECHNOLOGY 40MM CS FERRET LIQUID BARRICADEPENETRATING PROJECTILE ROUND Description: The 40MM CS Ferret Liquid munition is a frangible projectile filled with chemical agent. It is designed to deliver chemical agents in barricade situations from a 40mm launcher. Spin stabilization from barrel rifling affords maximum stand-off distance and accuracy for safety. The munition is non-burning and suitable for indoor use. It is designed to penetrate barriers, such as windows, hollow core doors, wallboard, and thin plywood. Upon impacting the barrier, the nose cone ruptures and instantaneously delivers a small chemical payload inside of a structure or vehicle. The active CS agent is 27.6 grams and instantaneously discharges on impact.

Current Inventory: 16 rounds
Usual Inventory: 20 rounds
Authorized Use: Situations for use of the less lethal weapon systems may include, but are not limited to: self-destructive, dangerous and/or combative individuals; riot/crowd control and civil unrest incidents; circumstances where a tactical advantage can be obtained; potentially vicious animals; training exercises or approved demonstrations.

Item: REMINGTON 870 12 GAUGE LESS LETHAL SHOTGUN
Quantity: 13*
*4 shotguns are assigned to the SWAT team, 9 are assigned to Patrol Use and Capability: The Remington 870 Less Lethal Shotgun is used to deploy the less lethal 12-gauge Super-Sock Beanbag Round up to a distance of 75 feet. The range of the weapon system helps to maintain space between officers and a suspect, reducing the immediacy of the threat which is a principle of de-escalation.

Expected Lifespan: 25 years
Manufacturer’s Product Description: For a half century the Remington Model 870P has been the pump shotgun of choice for government agencies. With over 10 million produced to date, it remains the standard by which all pump actions are measured. Its dual, non-binding action bars deliver ultra-smooth, reliable cycling.

The ultimate pump shotgun, the Model 870P stands the test of time, extreme conditions and duty.

Purchase Price: $1,000 each
Annual Upkeep Costs: $50 each
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize the less lethal shotguns and bean bag munitions only for official law enforcement purposes, and pursuant to State and Federal law, including those regarding the use of force.

Training Required: Officers must be trained in the 12 gauge less lethal option by inservice or other training prior to use.

Related Munitions:

Item: DEFENSE TECHNOLOGY DRAG STABILIZED 12-GAUGE BEANBAG ROUND
Description: A less lethal 2.4-inch 12-gauge shotgun round firing a ballistic fiber bag filled with 40 grams of lead shot at a velocity of 270-290 feet per second (FPS). Drag Stabilized rounds are discharged from a dedicated 12-gauge shotgun that is distinguishable by and orange butt stock and fore grip. This round provides accurate and effective performance when fired from the approved distance of not less than five (5) feet. The maximum effective range of this munition is up to 75 feet from the target. The Drag Stabilized Model is in its deployed state immediately upon exiting the barrel. It does not require a minimum range to “unfold” or “stabilize”. The Drag Stabilized Model is an aerodynamic projectile; however, accuracy is relative to the shotgun, barrel length, environmental conditions, and the operator. The Drag Stabilized model is very accurate; however, effectiveness is dependent upon many variables such as distance, clothing, stature, and the point where the projectile impacts.

Current Inventory: 237 rounds
Usual Inventory: 125 rounds
Authorized Use: Situations for use of the less lethal weapon systems may include, but are not limited to: self-destructive, dangerous and/or combative individuals; riot/crowd control and civil unrest incidents; circumstances where a tactical advantage can be obtained; potentially vicious animals; training exercises or approved demonstrations.

Purchase Price: $5 per round
Legal and Procedural Rules: It is the policy of the Brea Police Department to utilize the less lethal shotguns and bean bag munitions only for official law enforcement purposes, and pursuant to State and Federal law, including those regarding the use of force.

Training Required: Officers must be trained in the 12 gauge less lethal option by inservice or other training prior to use. 2813558.3
ORDINANCE NO. 1251

AN ORDINANCE OF THE CITY OF BREA RENEWING ORDINANCE
NO. 1243 (MILITARY EQUIPMENT USE POLICY APPROVAL)
THE CITY COUNCIL OF THE CITY OF BREA DOES ORDAIN AS FOLLOWS:

A. RECITALS:
(i) On September 30, 2021, Governor Newsom signed into law Assembly Bill (“AB”) 481 to enact Government Code Section 7070 et seq. relating to the procurement and use of military equipment by law enforcement agencies. (ii) Government Code Section 7071(a) requires law enforcement agencies to obtain governing body approval of a Military Equipment Use Policy prior to taking certain actions relating to the funding, acquisition, or use of military equipment. (iii) Government Code Section 7071(e) requires governing bodies of law enforcement agencies to annually review and vote on the renewal of a Military Equipment Use Policy approval ordinance.
(iv) Government Code Section 7072(a) requires law enforcement agencies that receive governing body approval of a Military Equipment Use Policy to submit to the governing body an annual Military Equipment Report for each type of approved military equipment.
(v) Government Code Section 7072(b) requires that, within 30 days of submission and release of an annual Military Equipment Report, law enforcement agencies shall hold a community engagement meeting at which the general public may discuss and ask questions regarding the report and the agency’s funding, acquisition, or use of military equipment.
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2813558.3
(vi) On August 15, 2023, the City Council adopted Ordinance No. 1243 approving Brea Police Department Policy 705 (Military Equipment) as the Military Equipment Use Policy required by AB 481.
(vii) In accordance with Government Code Section 7072, the Brea Police Department submitted and publicly released the annual Military Equipment Report set forth in the attached Exhibit A and the City held a community engagement meeting as part of the City Council’s consideration of the introduction of this Ordinance. (viii) The renewal of Ordinance No. 1243 is necessary in order to give the Brea Police Department the ability to continue the use of the previously approved military equipment for the purpose of protecting the safety of officers, residents and visitors in the City.

B. ORDINANCE.

Section 1. The City Council hereby finds that all of the facts set forth in the Recitals above are true and correct.

Section 2. Based on the facts set forth above, the annual Military Equipment Report set forth in the attached Exhibit A, the staff reports prepared for this Ordinance, the information provided to the City Council at the public meetings, and the record thereof, all of which is incorporated by reference, the City Council finds that each type of military equipment identified in the attached annual Military Equipment Report has complied with the standards for approval set forth in Government Code Section 7071(d).

Section 3. The City Council renews Ordinance No. 1243 approving Brea Police Department Policy 705 (Military Equipment) as the Military Equipment Use Policy required by AB 481.
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2813558.3
Section 4. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this ordinance or its application to any person or circumstance, is for any reason held to be invalid or unenforceable by a court of competent jurisdiction, such invalidity or unenforceability shall not affect the validity or enforceability of the remaining sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases of this ordinance, or its application to any other person or circumstance. The City Council declares that it would have adopted each section, subsection, subdivision, paragraph, sentence, clause, phrase hereof, irrespective of the fact that any one or more sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases hereof be declared invalid or unenforceable.

Section 5. The City Clerk shall certify to the adoption of this Ordinance.

APPROVED AND ADOPTED:
___________________, Mayor
ATTEST:

Lillian Harris-Neal, City Clerk
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2813558.3
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Ordinance was introduced at a regular meeting of the City Council of the City of Brea, held on the ___ day of _______________, 2024, and was finally passed at a regular meeting of the City Council of the City of Brea on the _____ day of _______________, 2023, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

Dated:_____________________
Lillian Harris-Neal, City Clerk
2813558.2

EXHIBIT A
2024 MILITARY EQUIPMENT REPORT
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2813558.3
City of Brea
City Council Regular Meeting Communication
May 21, 2024 City Council Regular Meeting Minutes
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 6A
FROM
Bill Gallardo, City Manager

RECOMMENDATION
Approve.

RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Prepared By: Alex Sung, City Clerk Specialist
Concurrence: Lillian Harris-Neal, City Clerk
Attachments
05-21-2024 - Draft Minutes.pdf

1. STUDY SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR - 6:30 P.M. 1A. Call to Order/Roll CallMayor Marick called the Study Session to order at 6:30 p.m. All members were present, with Council Member Vargas participating via Zoom teleconference. 1B. Public CommentNone.
1C. Clarify Regular Meeting Topics -
In reference to Item 3B, Disposition, Development, and Loan Agreement, and Ground Lease for a Permanent Supportive Affordable Housing Project at 323 North Brea Boulevard, Council asked for clarification regarding the loan percentage, usage of housing dollars, investment strategies, and city fees.

Community Development Director Killebrew clarified council questions and explained how the duration of the project was determined.
1D. Wildland Urban Interface PresentationMayor Marick noted Item 1D, Wildlife Urban Interface Presentation, will be continued to next council meeting.
** The following document is a draft of the minutes and the not the official approved minutes **
Minutes for the City Council Regular Meeting
1 Civic Center Circle, Brea, California 92821
May 21, 2024
Roll Call: (The following members were in attendance)
Christine Marick, Mayor
Blair Stewart, Mayor Pro Tem
Cecilia Hupp, Council Member
Marty Simonoff, Council Member
Steve Vargas, Council Member
Council Member Vargas asked Fire Chief Terrill to follow up with the test run and evacuation process at El Rodeo Equestrian Center.
1E. Council Member Reports/RequestsNone.

Mayor Marick adjourned the Study Session at 6:38 p.m.

2. GENERAL SESSION - COUNCIL CHAMBERS PLAZA LEVEL - 7:00 P.M. 2A. Call to Order/Roll CallMayor Marick called the General Session to order at 7:01 p.m., all members were present with Council Member Vargas participating via Zoom teleconference. 2B. Pledge of Allegiance: Brea Girl ScoutsBrea Girl Scouts led the Pledge of Allegiance. 2C. Invocation: Pastor Dan Crane, Formation ChurchPastor Joel Bishop, Formation Church, led the Invocation. 2D. Presentation - Brea Students Trip to Sister City of Anseong Gyeonggi-do Republic of Korea and Friendship City of Namyangju, Gyeonggi-do Republic of KoreaCommunity Services Supervisor Steyerman provided a brief presentation on the student exchange program coordinated by the Brea Korea Sister City Association (BKSCA), and thanked staff.

Ho-El Park, President, BKSCA, spoke about the background of the organization and invited several program participants to share their experiences.

Mayor Marick, on behalf of the entire City Council, recognized all participants and presented them with Certificates of Recognition.
2E. Proclamation - National Public Works WeekMayor Marick, on behalf of the City Council, presented Frank Aduna, City of Brea Street Sweeper Operator, with a Proclamation in honor of National Public Works Week. 2F. Presentation - Cal Domestic Annual Update
Linda Noriega, President, California Domestic Water Company (Cal Domestic), gave an update on Cal Domestic's current fiscal year activities, strategic initiatives, and changes in service. She explained how Brea residents would be affected by a shift in water supply. Following her presentation, she answered Council questions regarding past and future water usage. 2G. Report - Prior Study Session
City Manager Gallardo provided a report on the prior Study Session. 2H. Community Announcements -
Council Member Hupp announced that the City is starting the processes of preparing a focused update to the General Plan and a new Specific Plan. She encouraged residents to participate in two (2) upcoming opportunities to help shape the future of Brea, including an Open House on Wednesday, June 5, from 5:30 to 7:30 p.m., at the Brea Civic & Cultural Center. She also stated that the City website has an online survey where the community can share their ideas. 2I. Matters from the Audience
Siarhei Semashka suggested that the City utilizes billboards as a way to advertise community events.

Gene Hernandez, Member, Yorba Linda Water District, provided an update on current water well projects.

Sean Thomas thanked the City Council for supporting Brea Downtown's Bonanza Days event and mentioned a decrease in coyote presence. He also spoke in appreciation of the presentation for Brea's exchange students to Korea at the end of Asian America Pacific Islander Heritage month. 2J. Response to Public InquiriesCity Manager Gallardo responded to public inquiries.

3. PUBLIC HEARING
3A. Conduit Financing for the Rancho Brea Project
Community Development Director Killebrew provided a brief presentation on the Conduit Financing for the Rancho Brea Project, in connection to the proposed issuance of revenue bonds by the California Municipal Finance Authority (CMFA) and recommended adoption of Resolution No. 2024-032 to approve issuance of bonds to Caritas Affordable Housing, Inc.

Mayor Marick opened the Public Hearing.

Seeing no members of the public wishing to address the Council, Mayor Marick closed the Public Hearing.

Community Development Director Killebrew and Lolly Enriquez, Attorney, Richards Watson Gershon, addressed Council's questions regarding any financial obligations to the City and clarified the procedures of the CMFA.

Motion was made by Council Member Hupp and seconded by Mayor Pro Tem Stewart to adopt Resolution No. 2024-032 approving the issuance of the Bonds by the CMFA for the benefit of Caritas Affordable Housing, Inc. (the “Corporation” and, together with the LLCs, the “Borrowers”), to provide for the financing of the Project, such adoption is solely for the purposes of satisfying the requirements of TEFRA, the Code and the California Government Code Section 6500 (and following). Motion passed 4-0-1-0 (Ayes: Marick, Stewart, Hupp, Simonoff; Abstain: Vargas).
3B. Disposition, Development, and Loan Agreement, and Ground Lease for a Permanent Supportive Affordable Housing Project at 323 North Brea Boulevard Senior Management Analyst Dao spoke about Affordable Housing Efforts; the Proposed Project; the May 7, 2024 City Council Meeting Actions; Disposition, Development, and Loan Agreement; Next Steps; and staff's recommendation.

Mayor Marick opened the Public Hearing.

Jon'Nae, a representative for the Brea Chamber of Commerce, expressed support for the Permanent Supportive Affordable Housing Project at 323 North Brea Boulevard.

Seeing no other members of the public wishing to address the Council, Mayor Marick closed the Public Hearing.

Mayor Pro Tem Stewart and Council Member Hupp spoke about recent visits to a Jamboree Housing Site and expressed support for the project.

Community Development Director Killebrew, Senior Management Analyst Dao, and Natalie Reider, Jamboree Senior Vice President of Community Operations, answered Council questions regarding parking, construction, financing, maintenance, and tenant housing plans.

Motion was made by Council Member Simonoff and seconded by Mayor Pro Tem Stewart to approve a Disposition, Development, and Loan Agreement (“DDLA”) regarding 323 North Brea Boulevard, which includes the terms and conditions for a 99-year ground lease to JHCAcquisitions LLC (“Jamboree”); authorized the City Manager and City Clerk to execute the DDLA; authorized the City Manager and City Attorney to administratively make non-monetary revisions to the DDLA and related documents as necessary or appropriate; and adopted Resolution No. 2024-031, approving the DDLA (and its exhibits) and making findings California Health and Safety Code Section 33433. Motion passed 4-1-0-0 (Ayes: Marick, Stewart, Hupp, Simonoff; Noes: Vargas).

4. CONSENT CALENDAR
Motion was made by Council Member Simonoff and by seconded Council Member Hupp to approve Consent Calendar Items No. 4A - 4I. Motion Passed 5-0-0 (Ayes: Marick, Stewart, Hupp, Simonoff, Vargas).
4A. May 7, 2024 City Council Regular Meeting MinutesThe City Council approved the May 7, 2024 City Council Regular Meeting Minutes as written. 4B. Accept a one-time $100,000 Community Development Block Grant under the Coronavirus Aid, Relief and Economic Security (CARES) Act for ADA Improvements at the Arovista Park Upper Parking LotThe City Council accepted a one-time grant for the Community Development Block Grant (CDBG) Program under the Coronavirus Aid, Relief, and Economic Security (CARES) Act, H.R. 748. with the County of Orange in the amount of $100,000 for ADA improvements at the Arovista Park Upper Parking Lot Project (CIP 7948); and adopted Resolution No. 2024-033 authorizing the Mayor or his/her designee to execute, for an on behalfof the City of Brea, the necessary agreement(s) and/or any other documents or actions required by the grant. 4C. November 5, 2024 General Municipal Election Authorization and Consolidation RequestThe City Council adopted Resolution No. 2024-034 calling and giving notice of the holding of a General Municipal Election on Tuesday, November 5, 2024 for the election of certain officers as required by provisions of the laws of the State of California relating to General Law cities; and adopted Resolution No. 2024-035 requesting the Board of Supervisors of the County of Orange to consolidate a General Municipal Election held on Tuesday, November 5, 2024 with the Statewide General Election to be held on that date pursuant to Section 10403 of the California Elections Code.
4D. Personnel Budgeting Software Purchase-
The City Council authorized the City Manager or designee to approve the Software as a Service Agreement between the City of Brea and ClearGov, Inc. for a Personnel Budgeting software solution in the amount of $127,141 for a five-year term. 4E. Second Reading and Adoption of Ordinance No. 1250, An Ordinance of the City Council of the Brea Amending the Brea City Code by Adopting Zoning Ordinance Text Amendment (ZOTA) No. 2023-03 and approving a CEQA Exemption DeterminationThe City Council waived full reading and adopted Ordinance No. 1250 titled “An Ordinance of the City Council of the City of Brea Amending the Brea City Code by Adopting Zoning Ordinance Text Amendment No. 2023-03 and approving a CEQA Exemption Determination”; and approved a California Environmental Quality Act (CEQA) Exemption Determination 4F. Amended Contract with Emergency Ambulance Services Inc, for Emergency Ambulance TransportThe City Council approved the First Amendment to limit EAS’ scope of service to performance of ambulance transport services in an amount not to exceed $993,165.12 until January 18, 2025 unless earlier terminated as provided in the Agreement; and amended the City’s Fiscal Year 2023- 25 Operating Budget to appropriate $993,165.12 from the City’s Paramedic Services Fund (174) for Ambulance Transport Services and appropriate $993,165.12 in revenues for ambulance billing services.
4G. Adoption of a new job description and salary table for Ambulance Operator, amend the position allocation list for FY 2024/25 to reflect the changes and place the classification in the Part-Time Employment and Benefits Policy, adopt compensation and benefits plan for full-time equivalent position. -
The City Council adopted Resolution No. 2024-36 and 2024-037 amending the Part-Time Employment and Benefits Policy by adding the salary and classification of Ambulance Operator; adopting a compensation and benefits plan for full-time equivalent positions; amending the Position Allocation List to include this position in the Fire Department and one Human Resources Technician in the Administrative Services Department; and adopting new job description and salary range for Ambulance Operator.
4H. Monthly Report of Investments for the City of Brea for Period Ended April 30, 2024- The City Council received and filed the monthly report of investments for the City of Brea for period ended April 30, 2024.
4I. May 3 and 10, 2024 City Disbursement RegistersThe City Council received and filed the May 3 and 10, 2024 City Disbursement Registers.

5. CITY/SUCCESSOR AGENCY - CONSENT
Motion was made by Council Member Hupp and by seconded Council Member Simonoff to approve City/Successor Agency Consent Calendar Items No. 5A. Motion Passed 5-0-0 (Ayes:

Marick, Stewart, Hupp, Simonoff, Vargas).
5A. Monthly Report of Investments for the Successor Agency to the Brea Redevelopment Agency for Period Ended April 30, 2024 -
The City Council, as the Successor Agency, received and filed the Monthly Report of Investments for the Successor Agency to the Brea Redevelopment Agency for Period Ended April 30, 2024.

6. ADMINISTRATIVE ANNOUNCEMENTS
6A. City ManagerCity Manager Gallardo announced the retirement of Assistant City Manager/Community Services Director Emeterio after 43 years of service.
6B. City AttorneyNone.
6C. Council RequestsNone.

7. COUNCIL ANNOUNCEMENTS
7A. Council AnnouncementsNone.

8. ADJOURNMENT
8A. Meeting AdjournmentAssistant City Manager/Community Services Director Emeterio spoke about his career with the City of Brea and expressed his appreciation to Council Members, Commissioners, and staff over the years.

Mayor Marick adjourned the General Session at 9:09 p.m.

City of Brea
City Council Regular Meeting Communication
Fiscal Year 2024-25 Appropriations Limit
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 6B
TO
Honorable Mayor and City Council Members
FROM
Bill Gallardo, City Manager

RECOMMENDATION
Adopt resolution approving the Fiscal Year 2024-25 Appropriations Limit.

BACKGROUND/DISCUSSION
In November 1979, the voters of the State of California approved Proposition 4, commonly known as the "Gann Initiative." The Proposition created Article XIII B of the State Constitution placing various limits on the appropriations of state and local governments. The law requires the governing body of each local jurisdiction to establish annually by resolution, the Appropriations Limit for the upcoming year. In effect, the law requires that expenditures subject to the limit cannot exceed the prior year's expenditures after adjusting for inflation and population changes.

In June 1990, Proposition 111 was enacted which modified the formula to allow the Appropriations Limit to be more responsive to local growth issues. Prop. 111 allowed the City of Brea to modify its limit to take into consideration the change in the County or City population, whichever is greater.

The Appropriations Limit applies to all taxes levied by and for a municipality. In addition, user fees are excluded from the formula. The Appropriations Limit also excludes the following activities: Successor Agency to the Brea Redevelopment Agency Funds, Enterprise Funds, certain Capital Improvement Funds, and funds received from special assessment districts.

Brea's appropriations that are "subject to the limit" have traditionally been much lower than required by Article XIII B. This year's Appropriations Limit has been calculated to be $136,205,423. Revenues subject to the Appropriations Limit calculation are provided in Exhibit A of the proposed resolution.

FISCAL IMPACT/SUMMARY
There is no fiscal impact associated with establishing the Appropriations Limit.

RESPECTFULLY SUBMITTED:

William Gallardo, City Manager
Prepared by: Anthony Godoy, Senior Management Analyst
Concurrence: Kristin Griffith, Director of Administrative Services Attachments
24-25 Appropriation Limit Resolution and Exhibit A.pdf
RESO NO. 2024-045
June 18, 2024
1 RESOLUTION NO. 2024-045

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BREA

DETERMINING AND APPROVING DESIGNATED INFLATION FACTORS

AND ESTABLISHING THE APPROPRIATIONS LIMIT FOR FISCAL YEAR 2024-25
A. RECITALS:
(i) The voters of California, on November 6, 1979, added Article XIII B to the State Constitution placing various limitations on the appropriations of state and local governments.
(ii) Pursuant to Article XIII B and Section 7910 of the State Government Code, Brea must adopt an annual appropriations limit.
(iii) The documentation used in the determination of the appropriations limit set forth below has been available to the public as required by law.

B. RESOLUTION:

NOW, THEREFORE, be it is found, determined and resolved by the City Council of the City of Brea as follows:

1. Selects the California per capita personal income and the greater of the County or City population increase as allowable inflation factors.

2. Approves the following as the Appropriations Limit for Fiscal Year 2024-25 at $136,205,423 as shown in attached Exhibit A.

3. Declare that the appropriations of the City of Brea for Fiscal Year 2024-25 that are subject to the limitation do not exceed the limitation.

RESO NO. 2024-045
June 18, 2024
2 APPROVED AND ADOPTED this 18th day of June, 2024.

________________________________
Christine Marick, Mayor
ATTEST: ____________________________
Lillian Harris-Neal, City Clerk
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council of the City of Brea, held on the 18th day of June, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

DATED: _________________________
________________________________
Lillian Harris-Neal, City Clerk
RESO NO. 2024-045
June 18, 2024
3 EXHIBIT A
2024-25 APPROPRIATION LIMIT CALCULATION
2024-25 APPROPRIATIONS LIMITATION:
2023-24 Limitation: $131,042,354
Annual adjustment factors:

Population increase (for Brea, City of) 0.31% 1.0031
Inflation change (California Personal Income) 3.62% x 1.0362 Combining adjustment factors 1.0394
2024-25 Limitation $136,205,423

APPROPRIATIONS SUBJECT TO LIMITATION AND APPROPRIATIONS MARGIN:

Budget appropriation 2024-25 $101,445,289
Add Interest Earnings 1,987,191
Less exclusions:

Non-proceeds of taxes (42,321,762)
Other -
Total exclusions (42,321,762)
Total appropriations subject to limitation $61,110,718
City of Brea
City Council Regular Meeting Communication
Rejection of Bids for the Carbon Canyon High Pressure Water Main Improvements, CIP Project No. 7475 Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 6C
TO
Honorable Mayor and City Council Members
FROM
Bill Gallardo, City Manager

RECOMMENDATION
Reject all bids and direct the City Clerk to return all Bid Bonds to bidders.

BACKGROUND/DISCUSSION
The Booster Pump Enclosure and Restroom at Olinda Ranch Park, CIP Project No. 7475, was originally programmed within the FY 2021-22 Capital Improvement Program (CIP) with a revised budget adopted in FY 2023-

24. The overall project includes two stages. The first stage proposes to replace the existing high-pressure water main pipe that runs along Carbon Canyon Road (SR-142) from the new Booster Pump tie-in location to the connection point at the existing Booster Pump Station No. 2 (referred to as "Stage 1"). The second stage proposes to construct a new Booster Pump Station at Olinda Park to replace the existing Booster Pump Station No. 2 that is further east on Carbon Canyon Road (SR-142) (referred to as "Stage 2"). The recommendation within this agenda report pertains to Stage 1 of the overall project.

Stage 1 of the overall project, referred to as the Carbon Canyon Road High Pressure Water Main Improvements, CIP Project No. 7475 (Project), is located along Carbon Canyon Road (SR-142), from Santa Fe Road east approximately

0.6 miles to the existing Booster Pump Station No. 2 location (see Attachment A for project Location Map).

Improvements for this stage include mobilization, furnishing, and installing approximately 3,500 LF of 12" steel pipe with fittings and all appurtenances, as well as other incidentals per the Plans and Specifications.

On March 15, 2024, City staff accepted the Final Plans and Specifications (Bid Documents) advertised for bids on the CIPlist.com website and published them in the Star Progress paper. A hard copy of the Bid Documents is available at the City Clerk's office for review (see Attachment B for the Bid Documents for reference). There were no addenda or project changes during the bid period. The bid documents for the Stage 2 project are nearing completion, and staff will solicit bids separately.

On April 18, 2024, staff received only three (3) bid proposals (see Bid Result Table below). Soon after, staff tabulated the bid proposals and determined that the apparent low bid amount was $2,903,356.25 from Williams Pipeline Contractors, Inc. (Williams) from Mission Hills, CA. The Engineer's Estimate was $3,000,000.

Bid Result Table
Bidder Name Bid Amount
Williams Pipeline
Contractors, Inc. $2,903,356.25
T.E. Roberts $3,485,349.00
Dominguez General
Engineering, Inc. $5,087,330.00
Engineers Estimate $3,000,000.00

COMMISSION/COMMITTEE RECOMMENDATION
Due to lack of quorum, the June 11, 2024, Finance Committee meeting was canceled.

SUMMARY/FISCAL IMPACT
The approved FY 2023-24 CIP overall Construction and Construction Engineering project budget is $2,939,323.00.

The total cost for Construction and Construction Engineering for Stage 1 is $3,493,691.88, which includes the apparent low bid amount ($2,903,356.25), a 10% contingency ($290,335.63), and Construction Engineering costs ($300,000). Furthermore, City staff has completed the Plans, Specifications, and Engineer's Estimate for the Stage 2 portion of the project. The current Engineer's Estimate to construct the Stage 2 project is $2,725,000.00 without a 10% contingency. The funds within the approved budget are from the Water Fund (Fund 420). Therefore, insufficient funds exist to complete Stage 1, Stage 2, or the Olinda Ranch Park Project restroom. See the Budget Table below for a summary of total project costs, including both Stage 1 and Stage 2:

Budget Table
Description Amount
Stage 1 - Williams Low Apparent Bid Amount $2,903,356.25 Stage 1 - Construction Contingency (10%) $290,335.63
Stage 1 - Construction Engineering $300,000.00
Stage 1 - Total Construction Cost $3,493,691.88
Stage 2 - Engineer's Estimate $2,725,000.00
Stage 2 - 10% Contingency $272,500.00
Stage 2 - Construction Engineering $240,000.00
Stage 2 - Total Estimated Construction Cost $3,237,500.00 Stage 1 & 2 Total Estimated Construction Cost $6,731,191.88 Overall Project Approved FY 23-24 Total
Construction Budget $2,939,323.00
Budget Deficit ($3,791,868.88)
Therefore, based on the minimal number of bidders and exceedance of the overall project budget, staff recommends that the City Council reject all bids and return the Bid Bonds to the three bidders. If the City Council approves the recommended action, staff will re-evaluate the overall project design and explore the available options to construct building enclosures and install generators at Booster Pump Station No. 2 and Booster Pump Station No. 3. Subsequently, City staff will make the necessary adjustments and update the budget accordingly within the CIP for a future bid advertisement date.

RESPECTFULLY SUBMITTED
William Gallardo, City Manager
Prepared by: Ryan Chapman, PE, Acting City Engineer
Concurrence: Michael Ho, PE, Public Works Director
Attachments
Attachment A - Location Map.pdf
Attachment B - Bid Documents.pdf

CONTRACT DOCUMENTS

SPECIFICATIONS AND STANDARD DRAWINGS
for the

CARBON CANYON ROAD HIGH PRESSURE WATER MAIN

IMPROVEMENTS
CIP NO. 7475
in the

C I T Y O F B R E A
One Civic Center Circle
BREA, CALIFORNIA 92821
(714) 990-7667
BIDS DUE:

April 18, 2024
2:00 PM, 3rd FLOOR
City Clerk's Office

MICHAEL HO, PE

PUBLIC WORKS DIRECTOR

Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main ii CIP 7475

CITY OF BREA
PLANS

SPECIFICATIONS AND CONTRACT DOCUMENTS
for the

CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS CIP NO. 7475
PREPARED BY;
Kreuzer Consulting Group
320 Main Street, Unit D
Seal Beach, CA 90740
Prepared Under the Supervision of:
3/19/2024
Richard Kreuzer, R.C.E. No. 42407 Exp. 03-31-2024 Date
Approved by:

Michael S. Ho, Director of Public Works Date
R.C.E. No. 70299 Exp. 12/31/24
Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main iii CIP 7475
NOTE: If there are any questions relative to this project, please call Ryan Chapman, P.E. at:

TABLE OF CONTENTS

SECTION A
NOTICE INVITING SEALED BIDS ................................................................................... A-1 SECTION B ..........................................................................................................................................B-1 INSTRUCTIONS TO BIDDERS ............................................................................................B-1

1. Proposal Forms ...........................................................................................................B-1

2. Proposal Guarantee .....................................................................................................B-1

3. Proposal Signature ......................................................................................................B-1

4. Delivery Of Proposal ..................................................................................................B-2

5. Return Of Proposal Guarantees ..................................................................................B-2

6. Taxes ..........................................................................................................................B-2

7. Disqualification Of Bidders ........................................................................................B-2

8. Contractor's License Requirement ..............................................................................B-2

9. Registration with the Department of Industrial Relations ..........................................B-3

10. References ................................................................................................................B-3

11. Listing Of Subcontractors ........................................................................................B-3

12. Discrepancies And Misunderstandings ....................................................................B-3

13. Equivalent Materials .................................................................................................B-3

14. Legal Responsibilities ..............................................................................................B-4

15. Award Of Contract ...................................................................................................B-4

16. Material Guarantee ...................................................................................................B-4

17. Execution Of Contract ..............................................................................................B-4

18. Submission of Bonds And Insurance .......................................................................B-5

19. Addenda ....................................................................................................................B-5

20. Blank ........................................................................................................................B-5

21. Questions to the Engineer .........................................................................................B-5

22. RFI (SEE NEXT PAGE) ..........................................................................................B-5 RFI Form ........................................................................................................................B-6

CITY OF BREA

PUBLIC WORKS DEPARTMENT
One Civic Center Circle
BREA, CALIFORNIA 92821
(714) 990-7667
Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main iv CIP 7475
SECTION C ..........................................................................................................................................C-1 PROPOSAL ..............................................................................................................................C-1 LIST OF SUBCONTRACTORS ............................................................................................C-5 NON-COLLUSION DECLARATION TO BE SUBMITTED WITH PROPOSAL ..........C-6 BIDDER'S STATEMENT REGARDING "ANTI-KICKBACK" REQUIREMENTS ....C-7 UTILITY AGREEMENT ........................................................................................................C-8 DISQUALIFICATION QUESTIONNAIRE .........................................................................C-9 COMPENSATION INSURANCE CERTIFICATE ........................................................... C-10 BIDDER'S INFORMATION ................................................................................................ C-11 BID BOND .............................................................................................................................. C-17 SECTION D ..........................................................................................................................................D-1 SAMPLE CONTRACT ...........................................................................................................D-1 SECTION E ..........................................................................................................................................E-1 SPECIAL PROVISIONS .........................................................................................................E-1 PART 1 GENERAL PROVISIONS .......................................................................................E-2 SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS ........................................................................................................................ E-2 1-2 TERMS AND DEFINITIONS .................................................................................. E-2 SECTION 2 SCOPE AND CONTROL OF WORK .............................................................. E-3 2-1 AWARD AND EXECUTION OF THE CONTRACT ............................................. E-3 2-3 SUBCONTRACTS ................................................................................................... E-3 2-4 CONTRACT BONDS ............................................................................................... E-3 2-5 PLANS AND SPECIFICATIONS ............................................................................ E-3 2-6 WORK TO BE DONE .............................................................................................. E-4 2-9 SURVEYING ............................................................................................................ E-5 2-10 AUTHORITY OF BOARD AND ENGINEER ...................................................... E-5 2-11 INSPECTION ......................................................................................................... E-6 SECTION 3 CHANGES IN WORK ........................................................................................ E-7 3-3 EXTRA WORK ........................................................................................................ E-7 SECTION 4 CONTROL OF MATERIALS ........................................................................... E-8 4-1 MATERIALS AND WORKMANSHIP ................................................................... E-8 SECTION 5 UTILITIES ........................................................................................................ E-10 5-1 LOCATION .............................................................................................................E-10 5-4 RELOCATION ........................................................................................................E-10 Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main v CIP 7475
5-5 DELAYS ..................................................................................................................E-11 5-7 UTILITY MARKINGS ............................................................................................E-11 SECTION 6 PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK .. E-12 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK .. E-12 6-2 PROSECUTION OF WORK ................................................................................. E-12 6-7 TIME OF COMPLETION ..................................................................................... E-14 6-9 LIQUIDATED DAMAGES .................................................................................. E-15 SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR ......................................... E-16 7-2 THE CONTRACTOR'S EQUIPMENT AND FACILITIES ................................. E-16 7-2 LABOR .................................................................................................................. E-16 7-3 LIABILITY INSURANCE .................................................................................... E-16 7-5 PERMITS ............................................................................................................... E-17 7-8 WORK SITE MAINTENANCE ............................................................................ E-18 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS ...... E-20 7-10 PUBLIC CONVENIENCE AND SAFETY ........................................................ E-21 SECTION 8 FACILITIES FOR AGENCY PERSONNEL ................................................ E-26 8-1 GENERAL ............................................................................................................. E-26 SECTION 9 MEASUREMENT AND PAYMENT ............................................................. E-27 9-3 PAYMENT ............................................................................................................ E-27 PART 2 CONSTRUCTION MATERIALS ..................................................................................... E-35 SECTION 200 ROCK MATERIALS ................................................................................... E-35 200-1 ROCK PRODUCTS ........................................................................................... E-35 200-2 UNTREATED BASE MATERIALS ................................................................ E-36 SECTION 201 CONCRETE, MORTAR, AND RELATED MATERIALS ..................... E-37 201-1 PORTLAND CEMENT CONCRETE ............................................................... E-37 SECTION 203 BITUMINOUS MATERIALS E-38
203-6 ASPHALT CONCRETE .................................................................................... E-38 SECTION 209 PRESSURE PIPE E-39
209-2 STEEL PIPE AND FITTINGS .......................................................................... E-39 SECTION 210 PAINTS AND PROTECTIVE COATINGS E-40
PART 3 CONSTRUCTION METHODS ......................................................................................... E-41 SECTION 300 EARTHWORK ............................................................................................. E-41 SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS ............................................................................. E-43 301-1 SUBGRADE PREPARATION .......................................................................... E-43 301-2 UNTREATED BASE ........................................................................................ E-44 Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main vi CIP 7475
SECTION 302 ROADWAY SURFACING ......................................................................... E-45 302-1 COLD MILLING OF EXISTNG PAVEMENT ................................................ E-45 302-5 ASPHALT CONCRETE PAVEMENT ............................................................. E-45 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION E-49
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS,
ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS ...................... E-49 SECTION 306 OPEN TRENCH CONDUIT CONSTRUCTION E-51
306-1 OPEN TRENCH OPERATIONS ...................................................................... E-51 306-3 TRENCH EXCAVATION ................................................................................ E-55 306-4 SHORING AND BACING ................................................................................ E-55 306-6 BEDDING .......................................................................................................... E-55 306-8 PREFABRICATED PRESSURE PIPE ............................................................. E-56 306-12 BACKFILL ...................................................................................................... E-57 306-13 TRENCH RESURFACING ............................................................................. E-57 SECTION 310 PAINTING .................................................................................................... E-59 310-1 TRAFFIC SIGNING, STRIPING, AND MARKINGS ..................................... E-59

APPENDICES
APPENDIX A: STANDARD PLANS
APPENDIX B: CONTRACTOR’S BUSINESS LICENSE APPLICATION
APPENDIX C: INSURANCE AND INDEMNITY REQUIREMENTS
APPENDIX D: USA IDENTIFICATION NUMBER FORM
APPENDIX E: WARRANTY BOND SAMPLE
APPENDIX F: NPDES REQUIREMENTS AND WPCP
APPENDIX G: AS-BUILTS/RECORD DRAWINGS
APPENDIX H: POTHOLE INFORMATION REPORT
APPENDIX I: TRANSPORTATION MANAGEMENT PLAN
APPENDIX J: SHORING PLAN
APPENDIX K: TECHNICAL SPECIFICATIONS
APPENDIX L: GEOTECHNICAL REPORT
APPENDIX M: CALTRANS PERMIT
Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main A-1 CIP 7475

S E C T I O N A

N O T I C E I N V I T I N G S E A L E D B I D S
NOTICE IS HEREBY GIVEN that the City of Brea, as AGENCY invites sealed bids for the below stated project and will receive sealed bids for the materials, supplies, equipment and/or services set forth herein, subject to all conditions outlined in the Bid Package until 2:00 p.m. on April 18, 2024.

1. Project Name: Carbon Canyon Road High Pressure Water Main Improvements, CIP Project No. 7475
The work to be constructed hereunder is located along Carbon Canyon Road (SR 140) from Sante Fe Road East for approximately .67 miles in the City of Brea, California. The project generally consists of, but is not limited to, mobilization, furnish, providing final pipe layout design, shop drawings, and installing approximately 3,500 LF of 12” Steel CMLC with fittings and all appurtenances and tie-ins, furnishing, providing final pipe layout design, shop drawings, and installing approximately 76 LF of 14” Steel CMLC with fittings and all appurtenances and tie-ins, furnishing and installing (9)-12” gate valves, (3)-18” gate valves, (6)-blowoff assemblies, (5)- air vac assemblies, furnishing and installing approximately 117 LF of 20” diameter steel casings, saw cutting, trench excavation, base material removal, AC removal, backfill, trench bedding, compaction, trench slurry backfill, AC trench pavement structural section, 2” AC milling and 2” AC overlay, curb and gutter and AC berm removal and replacement, surveying, BMP’s, pipe testing, utility potholing, striping and markings, reconstructing traffic loop detectors, traffic control, and other incidentals in accordance with the Plans and Specifications.

2. Obtaining Bid Documents: A copy of the Bid Package (including the plans, specifications, and contract documents) may be downloaded at no cost from the CIPList.com. All bidders shall register with CIPList.com in order to retrieve plans, specifications, addenda, bidders’ list, etc.

3. Bid Opening: Bids will be publicly opened and read at reasonable time following the time stated above in the City Conference Center, located at 1 Civic Center Circle, Brea, California 92821 on April 18, 2024. Sealed bids will be received at all times during normal business hours prior to the date and time stated above, at the Office of the City Clerk, One Civic Center Circle, Brea, California 92821. The outside of the sealed envelope of each bid submitted shall be clearly marked: “SEALED BID FOR CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS, CIP PROJECT NO. 7475, IN THE CITY OF BREA, BIDDER’S CONTRACTOR’S LICENSE NO.______________ DO NOT OPEN WITH REGULAR MAIL”.

4. Pre-Bid Meeting: There will be no Pre-Bid meeting for this Project.

5. Contractor's License: In accordance with provisions of Section 3300 of the California Public Contract Code, the AGENCY has determined that the Contractor shall possess a valid California Contractor's License Class “A” (General Engineering) and Class C-“34” (Pipeline Contractor) at time of Bid. Failure to possess such license(s) at time of bid shall render the bid Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main A-2 CIP 7475
non-responsive and bar the award of the contract to that non-responsive Bidder. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY.

6. Registration with the Department of Industrial Relations: The Bidder’s attention is directed to Labor Code Section 1725.5, which provides that a contractor or subcontractor shall not be qualified to bid on, be listed in a Bid proposal, subject to the requirements of Public Contract Code Section 4104, or engage in the performance of any contract that is subject to Labor Code Section 1720 et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5.

7. Prevailing Wages: In accordance with the provisions of Section 1770, et seq., of the Labor Code, the Director of the Industrial Relations of the State of California has determined the general prevailing rate of wages applicable to the work to be done. The Contractor will be required to pay to all persons employed on the project by the Contractor sums not less than the sums set forth in the documents entitled "General Prevailing Wage Determination made by the Director of Industrial Relations pursuant to California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773, 1773.1." These documents can be obtained from the State at the following website:
http://www.dir.ca.gov/OPRL/pwd/.

8. Bid Security: Each bid shall be accompanied by bid security in the form of a cashier's check, certified check or bid bond in the amount of 10% of the total bid amount. All cashier's checks or certified checks must be drawn on a responsible bank doing business in the United States and shall be made payable to THE CITY OF BREA. A bonding company admitted and licensed to do business in the State of California must issue bid bonds. Bids not accompanied by the required bid security shall be rejected. Cash and personal or company checks are NOT acceptable.

9. Payment Bond and Performance Bond: A Payment Bond and a Performance Bond, each in the amount of 100% of the contract amount, will be required of the Contractor.

10. Retention: In accordance with the Contract, five percent (5%) of any progress payment will be withheld as a retention. Pursuant to Section 22300 of the Public Contract Code, at the request and expense of the Contractor, approved securities equivalent to the amount withheld may be deposited with the AGENCY or with a state or federally chartered bank as the escrow agent, and AGENCY shall then pay such moneys to the Contractor. Refer to the Contract for further clarification.

11. Contact Person: Questions regarding this Notice Inviting Bids shall be directed to: Ryan Chapman, PE, Assistant City Engineer at (714) 990-7763 or email: [email protected].

ALL BONDS ISSUED SHALL BE FROM A BONDING COMPANY ADMITTED AND LICENSED TO DO BUSINESS IN THE STATE OF CALIFORNIA.

THE AGENCY RESERVES THE RIGHT TO REJECT ANY BID OR ALL BIDS AND TO

WAIVE ANY INFORMALITY OR IRREGULARITY IN ANY BID AND TO TAKE ALL BIDS UNDER ADVISEMENT FOR A MAXIMUM PERIOD OF 60 DAYS. ANY

CONTRACT AWARDED WILL BE LET TO THE LOWEST RESPONSIVE AND RESPONSIBLE BIDDER. NO BID SHALL BE CONSIDERED UNLESS IT IS

PREPARED ON THE APPROVED PROPOSAL FORMS IN CONFORMANCE WITH THE INSTRUCTIONS TO BIDDERS.

Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main B-1 CIP 7475

S E C T I O N B

I N S T R U C T I O N S T O B I D D E R S

1. Proposal Forms
Bids shall be submitted in writing on the Proposal forms provided by the AGENCY. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The AGENCY will reject any proposal not meeting these requirements. The bid shall be filed with the City Clerk, Third Floor City Hall, One Civic Center Circle, Brea, California, which shall be endorsed with the Project Title and Project Number as it appears on the Notice Inviting Sealed Bids. The sealed envelopes will be publicly opened and read at the time and place stated in the Notice Inviting Bids. Bidders or their authorized agents are invited to be present at the opening. Unauthorized conditions, limitations, or provisions attached to a proposal will render it informal and may cause its rejection. The complete proposal forms shall be without interlineations, alterations or erasures. Alternative proposals will not be considered unless requested. No oral, telegraphic, or telephonic proposals or modifications will be considered. The proposal may be withdrawn upon request by the bidder without prejudice to himself prior to, but not after the time fixed for opening of bids, provided that the request is in writing, that it has been executed by the bidder or his duly authorized representative, and that it is filed with the AGENCY.

2. Proposal Guarantee
Proposals must be accompanied by a proposal guarantee consisting of a certified or cashier's check or bid bond payable to the AGENCY in the amount not less than 10% of the total amount named in the proposal. Any proposal not accompanied by such a guarantee will not be considered. Said check or bond shall be made payable to the AGENCY and shall be given as a guarantee that the bidder, if awarded the Work, will enter into a contract within 10 working days after the award and will furnish the necessary bonds as hereinafter provided. In the case of refusal or failure to enter into said contract, the check or bond, as the case may be, shall be forfeited to the AGENCY.

3. Proposal Signature
If the proposal is made by an individual, it shall be signed and his full name with his address shall be given; if it is made by a firm, it shall be signed with the co-partnership name by a member of the firm who shall sign his own name and the name and address of each member shall be given; and if it is made by a corporation, the name of the corporation shall be signed by its duly authorized officer or officers attested by the corporate seal, and the names and titles of all officers of the corporation shall be given.

Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main B-2 CIP 7475

4. Delivery Of Proposal
Proposals shall be enclosed in a sealed envelope plainly marked on the outside:
“SEALED BID”
for

CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS CIP PROJECT NO. 7475
in the
CITY OF BREA, BIDDER’S CONTRACTOR’S LICENSE NO.____________________ -

DO NOT OPEN WITH REGULAR MAIL
Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY's designated official prior to the bid opening hour stipulated in the Notice Inviting Sealed Bids. Late proposals will not be considered.

5. Return Of Proposal Guarantees
The proposal guarantees of the second and third lowest bidders will be held until the awarded bidder has properly executed all contract documents. Within 10 working days after the award of contract, the remaining proposal guarantees accompanying all other proposals will become null and void and returned to the unsuccessful bidders.

6. Taxes
No mention shall be made in the proposal of Sales Tax, Use Tax or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable.

7. Disqualification Of Bidders
In the event that any bidder acting as a direct contractor has an interest in more than one proposal, all such proposals will be rejected and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a direct contractor.

8. Contractor's License Requirement
This project requires the Contractor to possess a valid State of California contractor's license as stated in Section A “Notice Inviting Sealed Bids”.

Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main B-3 CIP 7475

9. Registration with the Department of Industrial Relations The Bidder’s attention is directed to Labor Code Section 1725.5, which provides that a contractor or subcontractor shall not be qualified to bid on, be listed in a Bid proposal, subject to the requirements of Public Contract Code Section 4104, or engage in the performance of any contract that is subject to Labor Code Section 1720 et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5.

10. References
All reference information called for in the bid proposal must be submitted with the bid proposal.

11. Listing Of Subcontractors
Bidders shall list in the bid proposal the name and place of business of each subcontractor who will perform work or labor or render services for the Contractor in an amount in excess of one-half of one percent of the Contractor's total bid.

12. Discrepancies And Misunderstandings
Bidders must satisfy themselves by personal examination of the work site, plans, specifications and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the Work must be performed.

No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Should a bidder find any errors, omissions, or discrepancies in the plans, specifications, and other contract documents or should he be in doubt as to their meaning, he shall notify the AGENCY. Should it be found necessary, a written addendum will be sent to all bidders. Any addenda issued during the bidding period shall form a part of the contract an shall be included with the proposal.

13. Equivalent Materials
Requests for the use of equivalents to those specified, must be submitted to the AGENCY. Only substitutions approved prior to bid due date via addenda Product Substitutions, will be considered.

No substitutions will be considered after bid due date and contract award. It is the sole responsibility of the successful bidder to prove to the AGENCY that such a material is truly an equivalent.

Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main B-4 CIP 7475

14. Legal Responsibilities
All proposals must be submitted, filed, made and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions and requirements set forth, contemplated and referred to in the Plans, Specifications and other contract documents, and to full compliance therewith. Additionally, any bidder submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per diem wages as provided in Section 1773, et. seq. of the labor code for each craft, classification or type of workman required as set forth by the Director of Industrial Relations of the State of California.

15. Award Of Contract
The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. The AGENCY reserves the right to reject any or all proposals, to waive any irregularity, and to take the bids under advisement for a maximum period of 60 days. In no event will an award be made until all necessary investigations are made to the responsibility and qualifications of the bidder to whom the award is contemplated.

16. Material Guarantee
The successful bidder may be required to furnish a written guarantee covering certain items of work for varying periods of time from the date of acceptance of the work by the AGENCY. The work to be guaranteed, the form, and the time limit of the guarantee will be specified in the special provisions. Said guarantee shall be signed and delivered to the AGENCY before acceptance of the contract by the AGENCY. Upon completion of the contract, the amounts of the two contract bonds required in Section 2-4, "CONTRACT BONDS," of the Standard Specifications for Public Works Construction, may be reduced to conform to the total amount of the contract bid prices for the items of work to guaranteed, and this amount shall continue in full force and effect for the duration of the guarantee period. However, the Labor and Material Bond cannot be reduced until the expiration of 35 days after the date of recordation of the Notice of Completion.

17. Execution Of Contract
The successful bidder shall execute a written contract with the AGENCY on the form of agreement provided and shall secure all insurance and bonds required by the Specifications within 10 working days from the date of the Notice of Pre-Award. Failure to enter into a contract shall be just cause for the annulment of the award and the forfeiture of the proposal guarantee. If the successful bidder fails to execute the contract, the AGENCY may award the contract to the second lowest responsible bidder. If the second lowest responsible bidder fails to execute the contract, the AGENCY may award the contract to the third lowest bidder. On the failure of such second or third lowest responsible bidder to execute the contract, such bidder's guarantees shall be likewise forfeited to the AGENCY. The work may then be re-advertised.

Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main B-5 CIP 7475

18. Submission of Bonds And Insurance
The successful bidder will be required to furnish the necessary bonds and insurance to the AGENCY within 10 working days from the date of the Notice of Pre-Award for the Contract.

Prior to issuance of Notice to Proceed, the AGENCY must be furnished with a Policy endorsement as required in the sample agreement depicted in Section D.

19. Addenda
The effect of all addenda to the contract documents shall be considered in the bid package and said addenda shall be made part of the contract documents and shall be returned with the bid package.

Failure to submit any such addenda with the bid package may render the bid irregular and result in its rejection by the AGENCY.

20. Blank

21. Questions to the Engineer
Questions regarding the bid documents (i.e. plans, specifications, contract documents, bid forms, etc.) will be received by the Engineer up to ten (10) working days prior to the bid opening as specified in SECTION A. Questions asked of the Engineer after this time will not be addressed.

22. See Next Page
For Requests for Interpretation (RFI), the Bidder shall use the form on the following page for submittal in writing.

Bid Documents - Not for Construction
Carbon Canyon Road HP Water Main B-6 CIP 7475

CITY OF BREA

CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS CIP PROJECT NO. 7475

R E Q U E S T F O R I N T E R P R E T A T I O N O F C O N T R A C T

D O C U M E N T S
Date:

Time:

Company:

Contact Person:

Address:

Telephone: FAX:

Plan Sheet:

Specification Section:

INTERPRETATION REQUESTED:

REPLY:

T0 A/E:

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-1 CIP 7475 BIDDER: __________

S E C T I O N C

P R O P O S A L

CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS CIP PROJECT NO. 7475
in the

CITY OF BREA
TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF BREA:

In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Brea. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Brea, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 100 Working Days, starting from the date of the Preconstruction Notice to Proceed (NTP#1).

BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal.

BIDDER understands that a bid is required for the entire work that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will re-advertise the project.

In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures.

If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void.

Accompanying this proposal of bid, find in the amount of $ which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be).

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-2 CIP 7475 Bidder shall signify receipt of all Addenda here, if any:

Addenda No. Date Received Bidder's Signature

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-3 CIP 7475

CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS CIP PROJECT NO. 7475

PROJECT BID SCHEDULE
NO. ITEM UNIT QUANTITY
UNIT
PRICE
($)
AMOUNT
($)
1 Mobilization and Demobilization (5%
Max) LS 1

2 Construction Surveying & Monument
Preservation LS 1
3 Stormwater Pollution Prevention
Plan/BMP’s LS 1

4 Utility Potholing LS 1
5 Remove and Dispose Existing Water
Line LF 1,495
6 Abandon Existing Water Line and
Appurtenances LF 137
7 Furnish and Install 4” Steel CMLC
Pipe (Class 350) including Fittings &
Thrust Blocks
LF 10
8 Furnish and Install 12” Steel CMLC
Pipe (Class 350) including Fittings &
Thrust Blocks
LF 3,556
9 Furnish and Install 14” Steel CMLC
Pipe (Class 350) including Fittings &
Thrust Blocks
LF 76
10 Furnish and Install 4” Resilient
Wedge Gate Valve, Class 350 EA 1
11 Furnish and Install 12” Resilient
Wedge Gate Valve, Class 350 EA 9
12 Cut in to Existing Water Line and
Furnish and Install 12” Resilient
Wedge Gate Valve, Class 350
EA 2
13 Furnish and Install 18” Resilient
Wedge Gate Valve, Class 350 EA 3
14 Construct Blowoff Assembly EA 6
15 Construct Air Release Valve
Assembly EA 5

16 Furnish and Install 20” Diameter
Steel Casing LF 117

17 Cut and Plug Water Line EA 1
Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-4 CIP 7475 NO. ITEM UNIT QUANTITY
UNIT
PRICE
($)
AMOUNT
($)
18 Cap Water Line with Blind Flange EA 4
19 Mill Existing AC Pavement to a
Depth of 2” and Place 2” AC Overlay SF 39,605
20 Reconstruct Traffic Loop Detector EA 12
21 Reconstruct Curb and Gutter LF 131
22 Remove Interfering Portion of
Existing 18” High Pressure Water
Line and Cut in 18” Tee
EA 1
23 Remove Interfering Portion of
Existing 18” High Pressure Water
Line and Cut in 18” x18”x12” Tee
EA 1
24 Connect 12” Steel CMLC Pipe to
Existing Pipe EA 1
25 Pavement Striping and Markings LS 1
26 Traffic Control and Construction
Phasing LS 1
27 Allowance for Extra Work ALLOW 1 $50,000
Total: Bid in Figures: $
Total: Bid in Words:
______________________________________________________________________________

1. Bidder declares that (I)(we)(it) has read and understand the Scope of Work as defined in Item 1 of Section A - Notice Inviting Sealed Bids and Item 1 and Item 12 of Section B -Instructions to Bidders____________________ (Bidders Initials) Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-5 CIP 7475

L I S T O F S U B C O N T R A C T O R S
In accordance with Government Code Section 4104, the Bidder shall set forth the name, business address, license number, class and Department of Industrial Relations (DIR) registration number of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid and the portion of the work to be done by such subcontractor.

Bid
Item (s)
Number
%
Portion
of
Work/($)
Name, Address and E-mail of
Subcontractor
State License
Number
Class DIR Registration
Number

By submission of this proposal, the Bidder certifies:

1. That (I)(we)(it) is able to and will perform the balance of all work which is not covered in the above subcontractors listing.

2. That the AGENCY will be furnished copies of all subcontracts entered into by subcontractor for this project 10 WD’s after award of Contract.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-6 CIP 7475

NON-COLLUSION DECLARATION

TO BE SUBMITTED WITH PROPOSAL
I, ____________________________________________________________, am the
(Print Name)
_____________________________________ of ___________________________, (Position/Title) (Name of Company)
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid; that the BIDDER has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder; that all statements contained in the bid are true; and, the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

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

I declare under penalty of perjury under the Laws of the State of California that the foregoing is true and correct and that this declaration is executed on this __________day of _______________, 20_____.

Name of Bidder
Signature of Bidder
Address of Bidder

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-7 CIP 7475 BIDDER’S STATEMENT REGARDING “ANTI-KICKBACK” REQUIREMENTS The undersigned is submitting this proposal for performing by contract the work required by these bid documents, agrees to comply with the Copeland “Anti-Kickback” Act (18 USC 74) as supplemented in the Department of Labor regulations (29 CFR, Part 3). This act provides that each contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction or repair of public work, to give up any part of the compensation to which he/she is otherwise entitled.

Signed
Title
Firm
Date
Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-8 CIP 7475

U T I L I T Y A G R E E M E N T

HONORABLE MAYOR AND CITY COUNCIL

CITY OF BREA, CALIFORNIA
Gentlemen:

The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS, CIP PROJECT NO. 7475, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows:
"Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved."
The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements.

The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein.

Contractor
By
Title
Date: ___________________
Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-9 CIP 7475

D I S Q U A L I F I C A T I O N Q U E S T I O N N A I R E In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire.

QUESTIONNAIRE
Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation?
 Yes  No
If the answer is yes, explain the circumstances in the space provided.

Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-10 CIP 7475

C O M P E N S A T I O N I N S U R A N C E C E R T I F I C A T E Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate.

I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake selfinsurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

Contractor
By
Title
Date: ___________________

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-11 CIP 7475

B I D D E R ' S I N F O R M A T I O N
BIDDER certifies that the following information is true and correct:

Bidder Name
Business Address
City, State Zip
( )
Telephone Number
Email Address
State Contractor’s License No. and Class
____________________________________________________________ DIR Registration Number
Original Date Issued (State Contractor’s License)
Expiration Date
The work site was inspected by of our office on , 20 .

The following are persons, firms, and corporations having a principal interest in this proposal:

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-12 CIP 7475 The undersigned is prepared to satisfy the Council of the City of Brea of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth.

Company Name
Signature of Bidder
Printed or Typed Signature
Subscribed and sworn to before me this day of , 20 .

NOTARY PUBLIC

NOTARY SEAL

REQUIRED PAST PROJECT EXPERIENCE
Bidder shall list below the names, address, telephone numbers, and projects completed for three public agencies for which the bidder has performed similar work with a total construction contract of $2.5M or more within the past Five years:

1. Name and Address of Public Agency
Name and Telephone No. of Public Agency Project Manager: _______________________ Contract Amount Project/Type of Work Date Completed

2. Name and Address of Public Agency
Name and Telephone No. of Public Agency Project Manager: _______________________ Contract Amount Project/Type of Work Date Completed

3. Name and Address of Public Agency
Name and Telephone No. of Public Agency Project Manager: _______________________ Contract Amount Project/Type of Work Date Completed
Inaccurate or failure to provide the required information shall result in bidder’s proposal being non-responsive.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-13 CIP 7475 Responsible Bidder – Supplemental Questionnaire

1. How many years has your organization been in business in California as a contractor under your present business name and license number?
______Years

2. Is your firm currently the debtor in a bankruptcy case?  Yes  No
If “ yes,” indicate the case number, bankruptcy court, and the date on which the petition was filed. __________________ ______________________________ ________________________ Case Number Bankruptcy Court Date Filed

3. Was your firm in bankruptcy any time during the last five years? (This question refers only to a bankruptcy action that was not described in answer to question 2, above.)  Yes  No
If “ yes,” indicate the case number, bankruptcy court, and the date on which the petition was filed. __________________ ______________________________ ________________________ Case Number Bankruptcy Court Date Filed

4. Has any CSLB license held by your firm or its Responsible Managing Employee (RME) or Responsible Managing Officer (RMO) been suspended within the last five years?  Yes  No

5. At any time in the last five years, has your firm been assessed and paid liquidated damages after completion of a project, under a construction contract with either a public or private owner?
 Yes  No

6. Has your firm ever defaulted on a construction contract?  Yes  No
If “yes,” explain on a separate page.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-14 CIP 7475

7. In the last five years has your firm, or any firm with which any of your company’s owners, officers or partners was associated, been debarred, disqualified, removed or otherwise prevented from bidding on, or completing, any government agency or public works project for any reason?
 Yes  No
If “yes,” explain on a separate page. State the name of the organization debarred, the year of the event, the owner of the project, and the basis for the action.

8. In the last five years, has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder?  Yes  No
If “yes,” on a separate page identify the year of the event, the entity denied the award, the owner, the project, and the basis for the finding by the public agency.

9. In the past five years, has any claim against your firm concerning your firm’s work on a construction project, been filed in court or arbitration?  Yes  No
If “yes,” on a separate page identify the claim(s) by providing the project name, date of the claim, name of the claimant, the name of the entity the claim was filed against, a brief description of the nature of the claim, the court and case number, and a brief description of the status of the claim (pending or, if resolved, a brief description of the resolution).

10. In the past five years, has your firm made any claim against a project owner concerning work on a project or payment for a contract, and filed that claim in court or arbitration?  Yes  No
If “yes,” on a separate page identify the claim be providing the name of claimant, the project name, date of the claim, name of the entity (or entities) against whom the claim was filed, a brief description of the nature of the claim, the court and case number, and a brief description of the status of the claim (pending, or if resolved, a brief description of the resolution.

11. At any time during the past five years, has any surety company made any payments on your firm’s behalf as a result of a default, to satisfy any claims made against a performance or payment bond issued on your firm’s behalf in connection with a construction project, either public or private?
 Yes  No
Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-15 CIP 7475

12. In the last five years, has any insurance carrier, for any form of insurance, refused to renew the insurance policy for your firm?
 Yes  No

13. Has your firm, or any of its owners, officers, or partners ever been liable in a civil suit, or found guilty in a criminal action, for making any false claim or material misrepresentation to any public agency or entity?
 Yes  No

14. Has your firm, or any of its owners, officers or partners ever been convicted of a crime involving any federal, state, or local law related to construction?  Yes  No
If “yes,” explain on a separate page, including identifying who was convicted, the name of the victim, the date of the conviction, the court and case number, the crimes, and the grounds for the conviction.

15. Has your firm or any of its owners, officers or partners ever been convicted of a federal or state crime of fraud, theft, or any other act of dishonesty?  Yes  No
If “yes,” identify on a separate page, the person or persons convicted, the court and case number, the crimes, and the year convicted.

16. If your firm was required to pay a premium of more than one per cent for a performance and payment bond on any project(s) on which your firm worked at any time during the last three years, state the percentage that your firm was required to pay. You may provide an explanation for a percentage rate higher than one per cent, if you wish to do so.
%

17. During the last five years, has your firm ever been denied bond credit by a surety company, or has there ever been a period of time when your firm has no surety bond in place during a public construction project when on was required?  Yes  No

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Water Main C-16 CIP 7475

18. Has CAL OSHA cited and assessed penalties against the General Contractor or its associates for any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past five years?
(Note: If you have filed an appeal of a citation, and the Occupational Safety and Health Appeals Board has not yet ruled on your appeal, you need not include information about it.)  Yes  No
If “yes,” on separate page describe the citations, the party against whom the citation was made, date of citation, nature of the violation, project on which the citation was issued, owner of project, and the amount of penalty paid, if any. State the case number and date of any OSHAB decision.

19. Has the Federal Occupational Safety and Health Administration cited and assessed penalties against the General Contractor or its associates in the past five years? (Note: If an appeal of the citation has been filed and the Appeals Board has not yet ruled, or there is a court appeal pending, you need not include information about the citation.)  Yes  No
If “yes,” on separate page describe the citation, the party against whom the citation was made, date of citation, nature of the violation, project on which the citation was issued, owner of project, and the amount of penalty paid, if any. State the case number and date of any decision.

20. Has there been more than one occasion during the last five years in which the General Contractor or its associates was required to pay either back wages or penalties for failure to comply with the state’s prevailing wage laws?
 Yes  No
If “yes,” on separate page, describe the violator, nature of each violation, name of the project, date of its completion, the public agency for which it was constructed, the number of employees who were initially underpaid an the amount of back wages and penalties that were assessed.

21. During the last five years, has there been more than one occasion in which the General Contractor or its associates have been penalized or required to pay back wages for failure to comply with the Federal Davis-Bacon prevailing wage requirements?  Yes  No
If “yes,” on separate page, describe the violator, nature of each violation, name of the project, date of its completion, the public agency for which it was constructed, the number of employees who were initially underpaid an the amount of back wages and penalties that were assessed.

Inaccurate responses to this questionnaire could result in bidder’s proposal being nonresponsive.

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Carbon Canyon Road High Pressure Water Main C-17 CIP 7475

BID BOND

KNOW ALL MEN BY THESE PRESENTS, THAT WE
______________________________________________________________________________ ____________________________________________________________as PRINCIPAL, and ______________________________________________________________________________ as SURETY, are held and firmly bound unto the CITY OF BREA, CALIFORNIA, hereinafter referred to as the "City", in the penal sum of ten percent (10%) of the total amount of the bid of the principal above named, submitted by said principal to said City, for the work described below, for payment of which sum in lawful money of the United States of America, well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

In no case shall the liability of the surety hereunder exceed the sum of $_____________________________________. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that whereas, said Principal has submitted the same mentioned bid to said City, for construction of the work under the City's specification entitled "_____________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ "For which bids are to be opened in the Council Chambers of the City Hall of said City at 2:00 PM on ________________________________.

NOW, THEREFORE, if said Principal is awarded the contract, and within the time and manner required under the heading "Instructions to Bidders", after the prescribed forms are presented to him for signature, enters into a written contract, in the form of agreement bound herein, in accordance with the bid, and files the two bonds with said City, one to guarantee faithful performance and the other to guarantee payment for labor and materials, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect until released by the City.

In the event suit is brought upon this bond by the Obligee and judgment is recovered, said Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the court.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______________ day of
____________________________, 20____.
______________________________ ______________________________ Principal Surety
By: ___________________________

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Carbon Canyon Road High Pressure Water Main C-18 CIP 7475

BID BOND

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

ACKNOWLEDGMENT
State of California
County of
)
)
)
On before me,

(insert name and title of the officer)
personally appeared
,
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature (Seal)
Signature of Notary Public
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Carbon Canyon Road HP Water Main CIP Project No. 7475

S E C T I O N D

S A M P L E C O N S T R U C T I O N A G R E E M E N T

CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS CIP PROJECT NO. 7475
This Construction Agreement (“Agreement”) is dated _________________, 20__ for reference purposes and is executed by the City of Brea, a California municipal corporation, and [contractor name], a [state] [type of entity] (“Contractor”). Contractor’s CSLB license number is ______________.

Contractor’s DIR registration number is _______________.

R E C I T A L S
A. City duly solicited, received, publicly opened, and declared bids for the following public works project: CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS, CIP PROJECT NO. 7475 (“Project”).

B. City selected Contractor as the lowest responsive and responsible bidder for the Project.

C. The parties are executing this Agreement to provide for Contractor’s furnishing of labor, equipment, and material for the construction of the Project.

NOW, THEREFORE, in consideration of the mutual covenants herein contained, City and Contractor hereby agree as follows:

1. GENERAL SCOPE OF WORK: Contractor shall furnish all necessary labor, tools, materials, appliances, and equipment and shall do the work for the construction of the CARBON CANYON ROAD HIGH PRESSURE WATER MAIN IMPROVEMENTS, CIP PROJECT NO. 7475 (“Project”). Such work shall be performed in accordance with contract documents for this Project on file in the office of the City Engineer and in accordance with bid prices, plans, and specifications more fully described in Section 4, below, and in accordance with the instructions of the Public Works Director (collectively, “Work”). Contractor shall at all times comply with applicable laws and City policies.

2. CONTRACT PRICE AND PAYMENT:

A. As total and complete compensation for satisfactorily completing the Work, City shall pay to Contractor the prices set forth in Contractor’s bid amount of $ _______________. Progress payments shall be made for each portion of the Work satisfactorily completed. Notwithstanding the foregoing, City shall be authorized to withhold a retention from payments in the maximum amount permitted by law.

B. At the written request and expense of Contractor, securities equivalent to any moneys withheld by City to ensure performance of this Agreement shall be deposited with City, or with a state or federally chartered bank in the State of California as the escrow agent, that shall then pay those moneys to Contractor. Upon satisfactory completion of this Agreement, the securities shall be returned to Contractor. Alternatively, Contractor may request that City make payment of retentions earned directly to the escrow agent at the expense of Contractor. At the expense of Contractor, Contractor may Bid Documents - Not for Construction
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Carbon Canyon Road HP Water Main CIP Project No. 7475
direct the investment of the payments into securities, and Contractor shall receive the interest earned on the investments upon the same terms provided for securities deposited by Contractor.

C. Upon satisfactory completion of this Agreement, Contractor shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from City pursuant to the terms of this Section. Securities eligible for investment shall include those listed in Government Code Section 16430, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit, or any other security to which the parties agree in writing. Contractor shall be the beneficial owner of any securities substituted for moneys withheld and shall receive any interest thereon.

D. If Contractor elects to receive interest on moneys withheld in retention by City, then Contractor shall, at the request of any subcontractor performing more than five percent of Contractor’s total bid amount, make that option available to the subcontractor regarding any moneys withheld in retention by Contractor from the subcontractor. Further mandatory details are provided in Public Contract Code Section 22300(d).

E. The escrow agreement for security deposits in lieu of retention shall be substantially similar to the form provided in Public Contract Code Section 22300(f).

3. CUSTOMER CARE: Contractor, while fulfilling the terms of this Agreement, shall provide exceptional customer care. Any negative contact with City staff, residents, businesses, visitors, or other contractors shall be reported by Contractor immediately to City. Contractor’s management and supervisory personnel shall intercede to resolve or mitigate the negative contact in conjunction with City staff. The parties may agree in advance to a single person contact, a representative of either City or Contractor, for the investigation and response to complaints.

4. INCORPORATED DOCUMENTS: The plans and specifications referenced in Section 1, above, the Notice Inviting Sealed Bids attached hereto, the Instructions to Bidders (including attachments), and, unless omitted from such Notice, the 2018 edition of “Standard Specifications for Public Works Construction” (“Standard Specifications”), as amended by the Contract Documents, all of which are incorporated by reference herein, and this written agreement (collectively, “Contract Documents”), shall constitute the entire agreement between the parties. This Agreement is intended to require a complete and finished piece of work, and Contractor shall perform all work necessary to properly complete the Work and the Project in accordance with applicable laws, whether set out specifically in the Contract Documents or not. Should it be ascertained that any inconsistency exists between any of the Contract Documents, the provisions of this Agreement shall control.

5. COMPLETION DATE / LIQUIDATED DAMAGES:

A. Contractor shall complete the Project within 100 working days from the date of the first Notice to Proceed.

B. Liquidated damages will be assessed in the amount of $1,750.00 for each calendar day in excess of the contract time for the Project beyond the Project Completion Date. City may deduct liquidated damages from any monies due or that may become due Contractor. Progress payments made after the completion date shall not constitute a waiver of liquidated damages.

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6. TERMINATION:

A. City may terminate this Agreement for convenience without penalty at any time upon 30 days’ written notice to Contractor. In such event, City shall pay Contractor for all services satisfactorily rendered prior to date of termination, which in any case shall not exceed the total contract price, and such payment shall be in full satisfaction of all services rendered.

B. If Contractor breaches this Agreement and fails to cure such breach within seven days of written notice, then City may immediately terminate this Agreement for cause.

7. INSURANCE:

A. Contractor shall not commence work until it has obtained all insurance required hereunder from a company or companies acceptable to City, nor shall Contractor allow any subcontractor to commence work on its subcontract until all insurance required of the subcontractor has been obtained. Contractor shall take maintain the following policies of insurance:
i. Compensation insurance: Before beginning work, Contractor shall furnish to City a certificate of insurance as proof that it has taken out full compensation insurance for all persons whom Contractor may employ directly or through subcontractors in carrying out the Work, in accordance with the laws of the State of California. Such insurance shall be maintained in full force and effect during the period covered by this Agreement. Further, such policy of insurance shall provide that the insurer waives all rights of subrogation against City and its elected officials, officers, employees and agents. In accordance with the provisions of Labor Code Section 3700, every contractor shall secure the payment of compensation to its employees. Contractor, prior to commencing work, shall sign and file with City a certification as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker’s compensation or to undertake selfinsurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of work of this contract.” ii. For all operations of Contractor or any subcontractor in performing the Work, insurance with the following minimum limits and coverage:
a. Commercial General Liability (occurrence) - for bodily injury, death, and property damage products/completed operations and all other activities undertaken by Contractor in the performance of this Agreement.
b. Comprehensive Automobile Liability (occurrence) - for bodily injury, death, and property damage, insuring against all liability arising out of the use of any vehicle. c. Owner’s and Contractor’s Protective (occurrence) - for bodily injury, death, and property damage arising out of any activities undertaken by Contractor in the performance of this Agreement.
d. Other required insurance, endorsement, or exclusions, as required by the Contract Documents.

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B. The policies of insurance required in paragraph (A)(ii) above shall have no less than the following limits of coverage:
i. $2,000,000 for bodily injury or death;
ii. $2,000,000 for property damage; and
iii. The total of the limits specified in subsections (i) and (ii) above, where a combined single limit is provided.

C. Each such policy of insurance required in paragraph (A)(ii) above shall:
i. Be subject to no deductible amount unless otherwise provided, or approved in writing by City.
ii. Be issued by an insurance company approved in writing by City, which is admitted and licensed to do business in the State of California and which is rated A/VII or better according to the most recent A.M. Best Co. Rating Guide. iii. Name as additional insureds City, its elected officials, officers, employees, attorneys, and agents, and any other parties including subcontractors, specified by City to be included.
iv. Specify that it acts as primary insurance and that no insurance held or owned by the designated additional insureds shall be called upon to cover a loss under such policy. v. Specify that it applies separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability. vi. Contain a clause substantially in the following words:
“It is hereby understood and agreed that this policy may not be canceled nor the amount of coverage thereof reduced until 30 days after receipt by the City of Brea of written notice of such cancellation or reduction of coverage as evidenced by receipt of such notice by registered letter.”
vii. Specify that any failure to comply with reporting or other provisions of the required policy, including breaches of warranty, shall not affect the coverage required to be provided. viii. Specify that the insurer waives all rights of subrogation against the named additional insureds.
ix. Specify that any and all costs of adjusting and/or defending any claim against any insured, including court costs and attorneys’ fees, shall be paid in addition to and shall not deplete any policy limits.
x. Otherwise be in form satisfactory to City.

D. Prior to commencing performance under this Agreement, Contractor shall furnish City with original endorsements, or copies of each required policy, effecting and evidencing the Bid Documents - Not for Construction
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Carbon Canyon Road HP Water Main CIP Project No. 7475
insurance coverage required by this Agreement. The endorsements shall be signed by a person authorized by the insurer(s) to bind coverage on its behalf. All endorsements or policies shall be received and approved by City before Contractor commences performance. If performance of this Agreement shall extend beyond one year, Contractor shall provide City with the required policies or endorsements evidencing renewal of the required policies of insurance prior to their expiration of any required policies of insurance.

E. The insurance obligations under this Agreement shall be: (i) all the insurance coverage and/or limits carried by or available to Contractor; or (ii) the minimum insurance coverage requirements and/or limits shown in this Agreement; whichever is greater. Any insurance proceeds in excess of or broader than the minimum required coverage and/or minimum required limits, which are applicable to a given loss, shall be available to City. No representation is made that the minimum insurance requirements of this Agreement are sufficient to cover the obligations of Contractor under this Agreement.

8. LABOR CODE COMPLIANCE:

A. Contractor acknowledges that the Work required is a “public work” as defined in Labor Code Section 1720 et seq. Contractor is required to pay not less than the general prevailing rate of per diem wages for work of a similar character in locality in which the public work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work. In that regard, the Director of the Department of Industrial Relations of the State of California is required to and has determined such general prevailing rates of per diem wages. The applicable prevailing rates can be found on the following website: http://www.dir.ca.gov/OPRL/pwd/. For federally funded projects, Davis-Bacon requirements apply, and the appropriate wage determinations can be found in the project specifications. Contractor shall ascertain all prevailing wages applicable to the Project and shall cause a copy of such wage determinations to be posted at the job site.

B. Pursuant to Labor Code Section 1775, Contractor and all subcontractors shall, as a penalty to City, forfeit not more than $200 for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for work done under this Agreement by Contractor or, except as provided in Section 1775(b), by any subcontractor.

C. Contractor shall comply with and be bound by the provisions of Labor Code Section 1777.5 concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with Section 1777.5 for all apprenticeable occupations. Prior to commencing the Work, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within 60 days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to City a verified statement of the journeyman and apprentice hours performed under this Agreement.

D. Eight hours of labor shall constitute a legal day’s work for all workmen employed in the execution of this Agreement, and Contractor and all subcontractors shall comply with and be governed by the laws of the State of California having to do with working hours.

E. Contractor and all subcontractors shall, as a penalty to City, forfeit $25 for each worker employed in the execution of this Agreement by Contractor or a subcontractor for each calendar Bid Documents - Not for Construction
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day during which the worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the Labor Code.

F. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: (i) keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; (ii) certify and make such payroll records available for inspection as provided by Section 1776; and (iii) inform City of the location of the records. Contractor and each subcontractor shall comply with and be bound by the provisions of Labor Code Section 1771.4(a)(3), which requires that each contractor and each subcontractor shall furnish the records specified in Section 1776 directly to the Labor Commissioner at least monthly, in a format prescribed by the Labor Commissioner.

G. For every subcontractor who will perform work on the Project, Contractor shall be responsible for such subcontractor’s compliance with Labor Code Sections 1771, 1775, 1776, 1777.5, 1813, and 1815, and Contractor shall include in the written contract between it and each subcontractor copies of Labor Code Sections 1771, 1775, 1776, 1777.5, 1813, and 1815 and a requirement that each subcontractor shall comply with these statutes. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure each subcontractor’s compliance, including conducting a periodic review of the certified payroll records of the subcontractor. Upon becoming aware of a failure of the subcontractor to pay its workers the specified prevailing rate of wages, Contractor shall diligently take corrective action to halt or rectify the failure.

H. Contractor truthfully represents that at the time Contractor submitted its bid for this Project, and thereafter, Contractor possessed, and now possesses the required license(s) from the State Contractors State Licensing Board, and as required in the Contract Documents, as well as all permits, qualifications, insurance and approvals of any nature that are legally required of Contractor to practice its trade(s) and complete the Project. Contractor agrees to not be debarred at any time through the duration of this Agreement. Contractor has investigated and represents and will ensure that all subcontractors possessed and now possess a valid specialty trade license in its trade, as well as all permits, qualifications, insurance and approvals of any nature that are legally required of the subcontractor to practice its trade during the term of this Agreement and at the time Contractor’s bid was submitted. All general building contractor licensees must comply with Business and Professions Code Section 7057. Contractor and all subcontractors must comply with business license requirements of City. Contractor shall not perform work with any debarred subcontractor pursuant to Labor Code Section 1777.1 or 1777.7.

9. UNRESOLVED DISPUTES:

A. In the event that a dispute arises between the parties regarding whether the conditions materially differ, involve hazardous waste, or cause a decrease or increase in Contractor’s cost of or time required for performance of any part of the Work, Contractor shall not be excused from the Completion Date, but shall proceed with all work to be performed under the Agreement. Contractor shall retain any and all rights provided that pertain to the resolution of disputes and protests between the parties. In the event of any dispute or controversy with City over any matter whatsoever, Contractor shall not cause any delay or cessation in or of work, but shall proceed with the performance of the work in dispute. This includes disputed time extension requests and prices for changes. The disputed work will be categorized as an “unresolved dispute” and payment, if any, shall be as later determined by agreement or a court of law. Contractor shall keep accurate, detailed records of all disputed work, claims and other disputed matters.

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B. All claims arising out of or related to the Contract Documents or this Project, and the consideration and payment of such claims, are subject to the Government Claims Act (Government Code Section 810 et seq.) with regard to filing claims. All such claims are also subject to the dispute procedures set forth in Public Contract Code Section 9204 and Public Contract Code Section 20104 et seq., to the extent each is applicable. This Agreement hereby incorporates those provisions as through fully set forth herein. Thus, Contractor or any subcontractor must file a claim in accordance with the Government Claims Act as prerequisite to filing a construction claim in compliance with Section 9204 and Section 20104 et seq. (if applicable), and must then adhere to Section 20104 et seq. and Section 9204, as applicable, with respect to any asserted “claim,” as individually defined in those Sections.

10. ANTI-TRUST CLAIMS: In entering into this Agreement, Contractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Business and Professions Code Section 16700 et seq.) arising from purchases of goods, services, or materials pursuant to this Agreement. This assignment shall be made and become effective at the time City tenders final payment to Contractor without further action or acknowledgment by the parties.

11. THIRD PARTY CLAIMS: Pursuant to Public Contract Code Section 9201, City has full authority to compromise or otherwise settle any claim relating to this Agreement at any time. City shall timely notify Contractor of the receipt of any third-party claim relating to this Agreement. City shall be entitled to recover its reasonable costs incurred in providing the notification required by Public Contract Code Section 9201(b).

12. RIGHT TO AUDIT: City or its representative shall have the option of inspecting and/or auditing all records and other written materials used by Contractor in preparing its billings to City as a condition precedent to any payment to Contractor. Contractor will promptly furnish documents requested by City. Additionally, pursuant to Government Code Section 8546.7, if this Agreement involves the expenditure of public funds in excess of $10,000, Contractor shall be subject to State Auditor examination and audit at the request of City or as part of any audit of City, for a period of three years after final payment under this Agreement.

13. TRENCHING AND EXCAVATIONS:

A. If the Project involves trenching more than four feet deep, Contractor shall promptly and before the following conditions are disturbed notify City in writing of any: (i) material that Contractor believes may be material that is hazardous waste, as defined in California Health and Safety Code Section 25117, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; (ii) subsurface or latent physical conditions at the site differing from those indicated; or (iii) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement. City shall investigate the conditions, and if City finds that the conditions do materially differ or do involve hazardous waste and cause a decrease or increase in Contractor’s cost of or the time required for performance of any part of the Work, City shall issue a change order.

B. In addition, whenever work under this Agreement involves an estimated expenditure in excess of $25,000 for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit for acceptance by City or by a registered civil or structural engineer employed by City to whom authority to accept has been delegated, in advance of excavation, a detailed Bid Documents - Not for Construction
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plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation, of such trench or trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer employed by Contractor, and all costs therefor shall be included in the contract price herein for completion of the Work as set forth in this Agreement. Nothing in this provision shall be deemed to allow the use of a shoring, sloping, or other protective system less effective than that required by the Construction Safety Orders. Nothing in this provision shall be construed to impose tort liability on City or on any City officer, agent, or employee. All plans, plan review, processing, and shoring costs are Contractor’s financial and legal responsibility.

14. UTILITIES: City acknowledges its responsibilities under Government Code Section 4215 concerning existing utilities.

15. LOCATION OF EXISTING ELEMENTS: The methods used and costs involved to locate existing elements, points of connection and all construction methods are Contractor’s sole responsibility. Accuracy of information furnished, as to existing conditions, is not guaranteed by City.

Contractor must strictly comply with all applicable requirements of Government Code Section 4216 et seq. Prior to commencement of the Work, Contractor, at its sole expense, must make all investigations necessary to determine locations of existing elements, which may include contacting Underground Service Alert and other private underground locating firm(s), utilizing specialized locating equipment, hand trenching, or both. Contractor must provide City with every Dig Alert Identification Number issued by Underground Service Alert during the course of the Project. Contractor shall be responsible for preserving the integrity of the existing underground utilities and elements at the site.

16. CONTRACTOR’S LIABILITY:

A. City and its officers, agents, and employees shall not be answerable or accountable in any manner for any loss or damage that may happen to the Work or any part thereof, or for any of the materials or other things used or employed in performing the Work; or for injury or damage to any person or persons, either workers, employees of Contractor or its subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the Work. Contractor shall be responsible for all damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever, except the sole negligence or willful misconduct of City, its employees, servants, or independent contractors who are directly responsible to City during the progress of the Work or at any time before its completion and final acceptance.

B. To the maximum extent permitted by law, Contractor will defend, indemnify, and hold City, its elected officials, officers, employees, agents, and volunteers (collectively, “Indemnitees”) free and harmless with respect to any and all actions, claims, liens, stop notices, damages to persons or property, penalties, obligations, and liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other entity in any way arising out of or in connection with the acts, omissions, willful misconduct, work, operations, breach of this Agreement, violation of the Labor Code or any other code or regulation, and/or activities of Contractor, its agents, employees, subcontractors, or invitees in or related to the performance of this Agreement (collectively, “Claims”), whether or not there is concurrent passive or active negligence on the part of any of the Indemnitees, but excluding such actions, claims, damages to persons or property, penalties, obligations, or liabilities Bid Documents - Not for Construction
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arising from the sole negligence or willful misconduct of any of the Indemnitees, as determined by a final court decision or agreement of the parties.

C. Contractor will defend any action or actions filed in connection with any Claims and will pay all costs and expenses, including actual attorneys’ fees incurred in connection therewith.

D. Contractor will promptly pay any judgment rendered against Contractor or any of the Indemnitees as a result of any Claims, and Contractor agrees to indemnify and save and hold the Indemnitees harmless therefrom.

E. In the event any Indemnitee is made a party to any action or proceeding filed or prosecuted against Contractor in connection with any Claims, Contractor shall pay to the Indemnitees any and all costs and expenses incurred by the Indemnitees in such action or proceeding together with actual attorneys’ fees.

F. So much of the money due to Contractor under and by virtue of this Agreement, as shall be considered necessary by City, may be retained by City until Contractor has satisfied its indemnity obligations under this Section.

17. ASSIGNMENT: Contractor shall not assign or transfer any interest in this Agreement or any part thereof, whether by assignment or novation, without City’s prior written consent. Any purported assignment without written consent shall be null, void, and of no effect, and Contractor shall hold harmless, defend and indemnify City and its officers, officials, employees, agents, and representatives with respect to any claim, demand, or action arising from or relating to any unauthorized assignment.

18. CONTRACTOR’S REPRESENTATIONS: Contractor represents, covenants and agrees that: (i) Contractor is qualified and capable of furnishing the labor, materials, and expertise necessary to perform the Work in accordance with the terms and conditions set forth in this Agreement; (ii) there are no obligations, commitments, or impediments of any kind that will limit or prevent Contractor’s full performance under this Agreement; (iii) there is no litigation pending against Contractor or any owner or officer thereof, involving alleged theft, dishonesty, or fraud involving a public works project, and neither Contractor nor any owner or officer thereof is the subject of any criminal investigation or proceeding involving a public works project; and (iv) to Contractor’s actual knowledge, neither Contractor nor any owner or officer thereof has been convicted of a felony involving theft, dishonesty, or fraud in connection with a public works project, within the last 10 years.

19. NOTICES: Except as otherwise required by law, any notice, payment, or other communication authorized or required by this Agreement shall be in writing and shall be deemed received on (i) the day of delivery if delivered by hand or overnight courier service during City’s regular business hours or (ii) on the third business day following deposit in the United States mail, postage prepaid, to the addresses listed below, or at such other address as one party may notify the other:

To City: To Contractor:

Director of Public Works _____________________
City of Brea _____________________
1 Civic Center Circle _____________________
Brea, California 92821 _____________________
Bid Documents - Not for Construction
D-10
Carbon Canyon Road HP Water Main CIP Project No. 7475

20. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons upon public works because of the race, color, or religion of such persons, or on any other basis specified in Government Code Section 12940. Every contractor for public works violating this section is subject to all the penalties imposed for a violation of Labor Code Section 1720 et seq. in accordance with the provisions of Section 1735 of such Code.

21. APPLICABLE LAW: The validity, interpretation, and performance of this Agreement shall be controlled by and construed under the laws of the State of California, excluding the choice of law rules. Venue for any such action relating to this Agreement shall be in the Orange County Superior Court.

22. INCORPORATION OF MANDATORY LANGUAGE: Each and every provision required by law to be inserted in this Agreement shall be deemed to be inserted and this Agreement shall be read and enforced as though such provision were included. If through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon request of either party this Agreement shall promptly be amended to make such insertion or correction.

23. ENTIRE AGREEMENT: This Agreement, including the Contract Documents, and any other documents incorporated herein by specific reference, represents the entire and integrated agreement between the parties. This Agreement supersedes all prior oral or written negotiations, representations or agreements. This Agreement may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties which expressly refers to this Agreement.

24. NON-WAIVER OF TERMS: Waiver by either party of any one or more of the conditions of performance under this Agreement shall not be a waiver of any other condition of performance under this Agreement. In no event shall the making by City of any payment to Contractor constitute or be construed as a waiver by City of any breach of covenant, or any default which may then exist on the part of Contractor, and the making of any such payment by City shall in no way impair or prejudice any right or remedy available to City with regard to such breach or default.

25. AUTHORITY: Any person executing this Agreement on behalf of Contractor warrants and represents that he or she has the authority to execute this Agreement on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder.

26. COUNTERPARTS: This Agreement may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. [SIGNATURES ON FOLLOWING PAGE]
Bid Documents - Not for Construction
D-11
Carbon Canyon Road HP Water Main CIP Project No. 7475
TO EXECUTE THIS AGREEMENT, the parties have caused their authorized representatives to sign below.
[CONTRACTOR NAME]
[use this signature block if Contractor is a corporation]

____________________________________ ____________________________________ □ Chairperson □ President □ Vice President □ Secretary □ Asst. Secretary □ Chief Finance Officer □ Asst. Treasurer
[Pursuant to California Corporations Code Section 313, both signature lines must be executed unless the signatory holds at least one of the offices designated on each line.] [use this signature block if Contractor is a limited liability company] ____________________________________ ____________________________________ Manager Manager
[Pursuant to California Corporations Code Section 17703.01(d), both signature lines must be executed unless the articles of incorporation state that the firm is managed by only one manager.]

CITY OF BREA
By: _____________________________
Mayor
Attest: _____________________________
City Clerk
Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-1 CIP 7475

S E C T I O N E

S P E C I A L P R O V I S I O N S
All the Work to be done under this contract shall be in accordance with these Special Provisions, the Caltrans Standard Specifications, 2018 Edition, and the “GREENBOOK” Standard Specifications for Public Works Construction, 2015 edition, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of Associated General Contractors of California.

Copies of the Standard Specifications are available from the publisher:

BNi Building News
1612 S. Clementine Street
Anaheim, California 92802
(714) 517-0971
The Standard Specifications set forth above, referred hereinafter as Standard Specifications, will control the general provisions, construction materials, and construction methods for this contract except as amended by the Plans, Special Provisions, or other contract documents.

The section numbers of these Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring amendment, elaboration, or specifying options, are called out.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-2 CIP 7475 P A R T 1

G E N E R A L P R O V I S I O N S
SECTION 1

TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND

SYMBOLS
1-2 TERMS AND DEFINITIONS
[Add or redefine the following:].

AGENCY - The City of Brea.

Board - The City Council of the City of Brea.

Caltrans - The State of California Department of Transportation.

County - The County of Orange.

Engineer - The City Engineer of the City of Brea or his authorized representative.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-3 CIP 7475 SECTION 2

SCOPE AND CONTROL OF WORK
2-1 AWARD AND EXECUTION OF THE CONTRACT
[Replace with the following:].

Within 10 working days after the date the AGENCY'S award of contract, the Contractor shall execute and return all contract documents required by the AGENCY. The AGENCY reserves the right to terminate the award if the above requirement is not met. Such termination will result in the forfeiture of the Proposal Guarantee.

The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY officials.

A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so.
2-3 SUBCONTRACTS
2-4 CONTRACT BONDS
[add the following:].

The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until 6 months after the date of recordation of the Notice of Completion.

In conformance with the State of California Government Code, Chapter 13, Section 4590, the Contractor may substitute securities for any monies withheld by the City to endurance under the contract.

At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the AGENCY, or with a state or federally chartered bank as the escrow agent, who shall pay such monies to the Contractor upon notification by AGENCY of Contractor's satisfactory completion of the contract.

The type of securities deposited and the method of release shall be approved by the AGENCY. 2-5 PLANS AND SPECIFICATIONS

2-5.1 General
[Add the following:].

Only written authorization from the AGENCY shall be binding over any deviation or change in the Plans and Specifications. Please refer to SECTION 3 - CHANGES IN WORK for further explanation. The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as-built conditions.

Upon completion of all Work, the Contractor shall return the control set to the Engineer. Final Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-4 CIP 7475 payment will not be made until this requirement is met. Reference in the Special Provisions to “State Standard Specifications” shall mean the Standard Specifications, 2018 edition, of the State of California, Department of Transportation. Copies of these specifications may be obtained from:

State of California – Department of General Services
Publications Distribution Unit
P.O. Box 1015
North Highlands, California 95660
Reference in the Special Provisions to Standard Plans shall mean the Standard Plans of the City of Brea, and where applicable, the following:

Standard Plans for Public Works Construction (SPPWC), published by the Public Works Standards, Inc., 2015 edition.

Standard Plans, published by the State Department of Transportation, 2018 edition.

Standard Plans, published by the City of Brea.

Applicable Standard Plans for this project are contained in Appendix A of these Special Provisions. 2-5.3 Submittals
2-5.3.1 General
[Add the following].

Within 10 working days after the date the AGENCY'S award of contract, the Contractor shall identify submittals which will be required by each section of the specifications and determine the date on which each submittal will be made. Submittal schedule shall be in matrix form. Submittals shall be consecutively numbered and shall include the specification section number to which they pertain. Contractor shall be responsible for on time delivery and processing of submittals so as not to impede progress of work. The Contractor shall submit all Submittals to the Engineer via the Internet utilizing a web site address VPM @ www.virtual-pm.com managed by the Agency.
2-6 WORK TO BE DONE
[Add the following].

The work to be constructed hereunder is located along Carbon Canyon Road (SR 140) from Sante Fe Road East for approximately .67 miles in the City of Brea, California. The project generally consists of, but is not limited to, mobilization, furnish, providing final pipe layout design, shop drawings, and installing approximately 3,500 LF of 12” Steel CMLC with fittings and all appurtenances and tie-ins, furnishing, providing final pipe layout design, shop drawings, and installing approximately 76 LF of 14” Steel CMLC with fittings and all appurtenances and tie-ins, furnishing and installing (9)-12” gate valves, (3)-18” gate valves, (6)-blowoff assemblies, (5)- air vac assemblies, furnishing and installing approximately 117 LF of 20” diameter steel casings, saw cutting, trench excavation, base material removal, AC removal, backfill, trench bedding, compaction, trench slurry backfill, AC trench pavement structural section, 2” AC milling and 2” AC overlay, curb and gutter and AC berm removal and replacement, surveying, BMP’s, pipe testing, utility potholing, striping and markings, reconstructing traffic loop detectors, traffic control, and other incidentals in accordance with the Plans and Specifications.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-5 CIP 7475 2-9 SURVEYING
[Replace with the following].

The Contractor shall be responsible for the accuracy of surveying adequate for construction; however the task of surveying itself shall be performed under the direction of a Licensed Land Surveyor or Professional Engineer, whom is authorized to practice land surveying in the State of California, retained or provided for by the Contractor.

All construction surveying necessary to complete the work as shown on the plans and provided for in these contract documents and specifications shall be accomplished by or under the direction of a Licensed Land Surveyor or Professional Engineer, with the authority to practice land surveying in the State of California, retained or provided by the Contractor. The AGENCY reserves the right to direct additional construction surveys to be performed by the Contractor when it feels it is required to adequately construct the work.

The Contractor shall be required to provide an as-built field survey to establish adequate survey control for the reconstruction of all curb returns where new curb ramp construction is required and any street requiring total removal of the existing pavement section, in order to re-establish the horizontal locations and final elevations of new ramp and curb returns, centerline and/or crown line and existing vertical curves, as directed by the Engineer, prior to the start of any construction.

The as-built field survey shall be done only under the direction of a Licensed Land Surveyor or a Registered Civil Engineer authorized to practice land surveying in the State of California.

In accordance with Senate Bill 1563, the Contractor shall file a Corner Record Form referencing survey monuments subject to disturbance in the Office of the County Surveyor prior to the start of construction and also prior to the completion of construction for the replacement of survey monuments. The Contractor shall not disturb survey monuments, lot stakes (tagged), or benchmarks without the consent of the Engineer. The Contractor shall bear the expense of replacing any that may be disturbed. Replacement shall be done only under the direction of a Licensed Land Surveyor or a Registered Civil Engineer authorized to practice land surveying in the State of California.

The centerline monuments for all intersections within the project limits shall be permanently tied out prior to cold milling and overlay and re-established after the final asphalt concrete paving.

Upon submittal of all corner records and centerline tie notes and monuments to the Office of Orange County Surveyor, the Contractor shall submit copies of the same records to the City of Brea. Contractor shall also submit accepted and filed corner records upon acceptance by the Office of the County Surveyor prior to completion of the project.

Upon completion of the project, a Notice of Completion shall not be filed until the monuments have been restored and corner records filed to the satisfaction of the County Surveyor. 2-10 AUTHORITY OF BOARD AND ENGINEER
[Add the following].

The Contractor shall give at least 48 hours (2 working days) advance notice when it or i t s subcontractor will start or resume the work.

The above notice is to be given during working hours, exclusive of Saturday, Sunday or AGENCY holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-6 CIP 7475 2-11 INSPECTION
[Add the following].

If the Contractor elects to work under this contract more than 8 hrs/day or more than 40 hrs/week, Saturday, Sunday, or AGENCY holidays, he shall arrange with the Engineer for the required inspection service and pay the Special Inspection Fees which will be charged at the following rates:
4 hrs. or less/day - $500.00
4 hrs. to 8 hrs./day - $1,000.00
When Special Inspection is required, the Contractor shall notify the AGENCY and pay inspection fees 24 hours in advance. If the Contractor is directed by the AGENCY to work under this contract more than 8 hrs./day or more than 40 hrs./week, the Special Inspection fee requirements will be waived.

If the Contractor elects to work under this Contract more than 8 hrs/day or more than 40 hrs/week, Saturday, Sunday, or AGENCY holidays without prior authorization, he/she/it shall pay double the rates mentioned herein to the AGENCY.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-7 CIP 7475 SECTION 3

CHANGES IN WORK
3-3 EXTRA WORK
3-3.2 Payment
3-3.2.1 General.
[Add the following:].

Extra work compensation will be made for labor, equipment, and materials used in the specific work zone where the extra work is being performed and not for all crew and materials on-site. When extra work or utility interference is encountered, the Contractor shall contact the City and jointly evaluate if the workforce and/or trucking should be reduced or remain as compensable.

All extra work truck material weight tickets must be completely filled out with times, location, and material dumped to be eligible for extra work payment. All extra work must be approved by the authorized City representative prior to commencing work. Without said approval, the Contractor will be working at risk, hence compensation is not guaranteed.

Contractor shall provide all labor force (names, classifications, and rates) and equipment rates that will be used to perform the work prior to commencement of work to the Engineer. 3-3.2.3 Markup.
[Delete Subsection in total and replace with the following:] (a) Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
1) Labor ..........................................................15 2) Materials ....................................................10 3) Equipment Rental ......................................10* 4) Other Items and Expenditures ...................10
* Equipment Rental rates shall be based on the latest applicable Caltrans Equipment Rental Rates To the sum of the costs and markups provided for in the subsection, 1 percent shall be added as compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor’s actual cost of such work. A markup of ten (10) percent on the first $5,000 of the subcontracted portion of the extra work and a markup of five (5) percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. (c) Unknown Facilities. In the event the Contractor suspects or begins to locate a utility pipe, conduit, structure or other unknown underground mass not depicted on the Plans or identified within these Specifications, he/she shall continue to uncover and investigate the limits of the item and contact USA as part of the bid item scope of work. Once the unknown underground facility is sufficiently viewed and identified, any stand-by-time, during which no constructive work is being accomplished with respect to the bid item scope of work, will be paid at the base rate for Labor + 10% and for Equipment not working will be paid applying the Delay Factor to the hourly rental rate per the Caltrans Rental Guide with no further mark-up.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-8 CIP 7475 SECTION 4

CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
4-1.1 General
[Add the following:].

The Contractor and all subcontractors, suppliers, and vendors shall guarantee that the entire Work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one year after the date of recordation of the Notice of Completion. Within this one year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the Work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance.

Security of this guarantee shall be in the form of a Warrantee Bond (Appendix E) furnished to the AGENCY by the Contractor. There shall be specific wording in the Warrantee Bond that includes the guarantee or warranty of the labor and materials for a one-year period, commencing from the recording date of the Notice of Completion by the County Recorder. The guaranteed amount shall be for 100 percent of the total amount earned to date as indicated on the final progress payment. The AGENCY reserves the right to withhold the retention until the Warrantee Bond has been accepted by the AGENCY.

The Contractor shall make all repairs, replacements, and restorations covered by the Warrantee Bond within ten (10) working days after the date of the Engineer's written notice. Failure to comply with such notice, will cause the AGENCY to file claim against the bond.

Excepted from the Warrantee Bond will be defects caused by acts of God, acts of the AGENCY, acts of vandals, or by acts of others outside or beyond the control of the Contractor. 4-1.4 Test of Materials
[Replace the third sentence of the first paragraph with the following:].

All onsite and offsite tests which require the services of a laboratory to determine compliance with the Contract Documents shall be performed by an independent commercial testing laboratory in the vicinity of Southern California, pre-approved by the Engineer. The laboratory shall be staffed with experienced technicians, properly equipped, and fully qualified to perform the tests in accordance with the specified standards.

The City reserves the right to visit approved testing laboratories anytime during the duration of the testing for the specified project. This random inspection will not require any prior confirmation for the visit date and time of the visit.

Field sampling and testing shall be performed under the direction of the Engineer. The Engineer will determine the exact time and location of all field sampling and testing. Written reports of tests and engineering data furnished by the Contractor for the Engineer's review shall be submitted in the same manner as specified for Shop Drawings.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-9 CIP 7475 The testing laboratory shall furnish three copies of a written report of each test performed by laboratory personnel. Two copies of each test report will be transmitted to the Engineer and one copy to the Contractor within three (3) calendar days after each test is completed.

The Contractor shall not retain any testing laboratory firm against which the City has reasonable objection. If a t any time during the construction process, the services become unacceptable to the City and the Engineer determines that sufficient cause exists, the Contractor shall terminate the services and engage a different testing laboratory firm, approved by the Engineer.

Unless otherwise provided, all testing shall be performed under the direction of the Engineer and the AGENCY will bear the cost of the initial testing of material and workmanship which are required by the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor.
4-1.6 Trade Names or Equals
[Replace the last two sentences of the first paragraph with the following:].

Approval of equipment and materials offered as equivalents to those specified must be obtained as set forth in the Instructions to Bidders.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-10 CIP 7475 SECTION 5

UTILITIES
5-1 LOCATION
[Replace the first sentence of the last paragraph with the following:].

The location and existence of any underground utility or substructure was obtained from a search of available records. A limited Pothole Report (Appendix H) was also completed. No guarantee is made or implied that the information is complete or accurate.

It shall be the Contractor's responsibility alone to determine the location of underground utilities or substructures of every nature and to protect them from damage.

Pothole Exploration
The Contractor shall pothole all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by the Work.

The Contractor shall perform the utility location pothole exploration efforts along the proposed improvement locations, if required, prior to final design of the CMLC pipe design layout submittal by the Pipe Manufacturer and before beginning the saw cutting and excavation work. Contractor shall submit a pothole schedule and plan identifying the locations of the potholes to the Engineer in advance of initiating said pothole work for review and approval. All vertical and horizontal locations of the exposed existing utility shall be documented by the Contractor and provided to the Engineer. All potential conflicts with respect to the proposed work and existing utilities shall be brought to the attention of the Engineer prior to completing the design of the CMLC pipe layout shop drawings as developed by the manufacturer.

Any pothole work with a diameter less than or equal to 6-inches in asphalt to be backfilled with black colored concrete to the finish surface.

The Contractor shall sawcut straight clean lines at each pothole location.

Payment for the pothole of existing utilities shall be paid for on a lump sum price bid for “Utility Potholing”. No further compensation will be allowed.

Payment for potholing along the final CMLC trench line as required during pipe installation (advance utility locations within trench line prior to placement of pipe) shall be considered as included and paid under the separate bid items requiring trenching. 5-4 RELOCATION
[Replace the second sentence of the last paragraph with the following:].

When not otherwise required by the plans and specifications and when directed by the Engineer, the Contractor shall arrange for the relocation of service connections, as necessary, between the meter and property line, or between the meter and limits of construction. Additionally, the Contractor shall arrange and coordinate all utility pull box and junction box relocations/adjustments associated with the curb ramp reconstruction in advance of the work.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-11 CIP 7475 5-5 DELAYS
[Add the following paragraph:].

All notification to utility companies insofar as the relocation or removal of a utility shall be made by the Engineer based on Contractor's request as submitted to the Engineer at least 48-hours in advance of the needed work. Any costs for delay of the Contractor of utility companies in this regard shall be assigned to the Contractor, if these costs are a result of the Contractor's request being untimely in any respect excepting thereof any delay cost incurred as a result of the utility company not responding at their agreed time.
5-7 UTILITY MARKINGS
[Is hereby added to Section 5:].

Upon completion of the Project, the Contractor shall be required to remove, to the satisfaction of the Engineer, all utility locator markings and utility tie-out paint markings that either the Contractor, Subcontractor, the City, or utility companies make during the course of he work from the surfaces of sidewalks, driveway approaches, curb and gutters, using the removal method acceptable to the Engineer. Any damage to the existing improvements due to the Contractor’s removal operation shall be repaired at the Contractor’s expense.

Payment for the removing of the utility markings shall be included in the various applicable items of work, and no additional compensation will be allowed, therefore.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-12 CIP 7475 SECTION 6

PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
[Replace the first sentence of the first paragraph with the following:].

The Contractor's proposed Baseline Construction Schedule shall be submitted to the Engineer within ten (10) working days after the date of the AGENCY'S execution of the Agreement. The proposed Baseline Construction Schedule shall depict the main milestones, sub-activities, durations, start and finish dates, and predecessors/successors, and submitted in MS Project File and pdf formats. Additionally, the schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed Baseline Construction Schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures. The Contractor shall submit progress reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original approved Baseline Construction Schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports.

The Contractor shall furnish the Agency with a 3 week look ahead-schedule in a tabular format at every weekly construction meeting. The 3 week look ahead-schedule shall be linked to the Approved Baseline Construction Schedule milestones with any subsequent deviations within this 3 week window, and shall include the sub-activities that rolls-up into the associated milestone.

Payment for the preparation, update, and submittal of the Baseline Construction Schedule and 3- week look ahead schedule shall be considered as included in the various item of work and no additional compensation will be allowed thereof.
6-2 PROSECUTION OF WORK
[add the following:].

The order of work for this project from shall be as follows:

1. Submit project baseline schedule and all required submittals with Draft CMLC layout shop drawing

2. Pre-Construction Meeting

3. NTP #1 (Preconstruction)

4. Call USA for Utility Markouts

5. Process and Pull City and Caltrans Permits for Potholing

6. TC for Pothole operations

7. Install BMPS’

8. Survey Draft Pipe alignment
Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-13 CIP 7475

9. Pothole all existing utilities

10. Prepare Pothole Report and submit to Engineer

11. Engineer to revise pipe layout and profiles based on Pothole Report, as required (within 3 working days of receipt of Pothole Report). Engineer to issue delta drawings, if required.

12. Prepare and submit Final pipe layout and fabrication shop drawings for City review.

Once approved, begin pipe fabrication.

13. NTP #2 (Construction)

14. Tie out existing centerline ties and/or front property corners monuments

15. Assist with public notifications

16. Construct Stage 1 Improvements at the Carbon Canyon/Santa Fe intersection. Traffic control and detouring will be set up on a daily basis (9am-3pm) per Stage 1 traffic control plan sheets 18 through 20.

17. Construct Stage 2 Improvements at the Carbon Canyon/Brea Canyon. Traffic control will be set up on a daily basis (9am-3pm) per Stage 2 traffic control plan sheets 21 through

23. 18. Construct Stage 3 Improvements between Santa Fe Road and the east project limit. For this stage, traffic control will be set up with k rail to remain overnight. Working hours for Stage 3 are 7am-7pm, Monday through Friday per Stage 3 traffic control plan sheets 24 through 26.

19. Construct final pavement striping improvements (Stage 4) between Santa Fe Road and the east project limit.

20. Re-establish centerline ties and other monuments and file related documents

21. Final Inspection and punch-list.

The Contractor may request modifications to the order of work as part of the PreConstruction meeting and Baseline Schedule/Phasing Plan review for City consideration. [Add the following:]
Record Keeping: The Contractor shall submit daily progress reports to the Engineer via the Internet utilizing a web site address Virtual Project Manager (VPM) at www.virtual-pm.com managed by the Agency. This web site, “Virtual Project Manager” will be used exclusively by the site foreman to record daily progress, problems, addition/deletions and or request change orders for review by the engineer/inspector and the Project Manager. The Job site supervisor (Contractor) is required to have access and knowledge to utilize a digital camera and internet.

Daily use of computer is required to input aforementioned documents.

If the Engineer determines that the Contractor is failing to prosecute the work to the proper extent, the Contractor shall, upon order from the Engineer, immediately take steps to remedy the situation.

All costs of prosecuting the work as described herein shall be included in the Contractor's bid.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-14 CIP 7475 Should the Contractor fail to take the necessary steps to fully accomplish said purposes after orders of the Engineer; the work may be suspended in whole or part, or payment withheld, until the Contractor takes said steps.

If work is suspended through no fault of the City, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the work during periods of suspension, the City may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability.
6-7 TIME OF COMPLETION
6-7.1 General
[Add the following:].

The total time within which the Work must be completed by the Contractor is fixed at ONE HUNDRED (100) Working Days (WD) consisting of twenty (20) working days for Preconstruction work (NTP #1) and eighty (80) working days for Construction work (NTP #2), including material delivery, starting from and after the date in the Notices to Proceed for both phases of the Project. WD’s that are considered float days pursuant the Contractors’ approved schedule can be used upon written notification prior to use. If the required work is considered completed by the Engineer within the WD’s in NTP #1, the Contractor may request using the remaining WD’s in NTP#1 for NTP#2 WD duration.
6-7.2 Working Day
[Add the following:].

For construction stages 1, 2 and 4 the Contractor's activities shall be confined to the hours between 9:00 A.M. to 3:00 P.M., Monday through Friday. For construction stage 3, the Contractor's activities shall be confined to the hours between 7:00 A.M. to 7:00 P.M., Monday through Friday.

Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor.

The service fees will be calculated at overtime rates including benefits, overhead, and travel time.

The service fees will be deducted from any amounts due the Contractor. [Delete subsection in total and replace with the following:].

A working day is any day within the period between the date of the start of the Contract time as specified in 6-1 and the date of field acceptance of the Work by the Engineer, other than:

1. Saturday and Sunday.

2. Any day designated as a holiday by the Agency.

3. Any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association.

4. Any day the Contractor is prevented from working at the beginning of the workday for cause specified in 6-6.1.

5. Any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause specified in 6-6.1.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-15 CIP 7475 6-9 LIQUIDATED DAMAGES
[Amend the liquidated damage amount to read:].

Liquidated damages will be assessed in the amount of $1,750.00 for each calendar day in excess of the 20-working day contract time for Preconstruction Phase (NTP #1) AND the 80 working day contract time for the Construction Phase (NTP #2).

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-16 CIP 7475 SECTION 7

RESPONSIBILITIES OF THE CONTRACTOR
7-1 THE CONTRACTOR'S EQUIPMENT AND FACILITIES
7-1.1 General
[Add the following:].

A noise level limit of 95 dbl. at a distance of 50' shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

The Contractor shall provide the equipment list and rates being used for this project as part of the submittals for acceptance by the Engineer, prior to mobilizing to the site. 7-2 LABOR
7-2.1 General
[Add the following:].

The Contractor will be required to submit weekly certified payrolls for the project. The Contractor shall also submit payrolls for all subcontractors who perform work in excess of $1,000.

The payrolls reflect payment of the prevailing wage to all employees plus required fringe benefits.

Failure to comply with this requirement may be cause for the City to stop construction or to withhold contract payments until the Contractor shows compliance.

The Contractor to provide a labor work force summary for all employees assigned to the Project with name, classifications, and rates as part of the submittals and prior to initiating the work.
7-2.2 Laws
[Add the following:].

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

The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers.
7-3 LIABILITY INSURANCE
[Delete the entire subsection:].
7-3.1 Insurance
[Add the following:].

Contractor shall, prior to execution of an Agreement with the AGENCY, comply with the provisions of AGENCY's insurance requirements as follows:

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-17 CIP 7475 Except as provided in the Contract Agreement, Contractor hereby agrees to protect, defend indemnify and hold harmless AGENCY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all, claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or liability of any kind or nature, however caused, including those resulting from death or injury to Contractor's employees and damage to Contractor's property, arising directly or indirectly out of the obligations or operations herein undertaken by Contractor, caused in whole or in part by any negligent act or omission of the Contractor, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence, or willful misconduct of the AGENCY. Contractor will conduct all defense at its sole cost and expense and AGENCY shall approve selection of Contractor's counsel. City shall be reimbursed for all costs and attorney's fees incurred by the AGENCY in enforcing this obligation. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. The AGENCY will not be liable for any accident, loss or damage to the Work prior to its completion and acceptance, except as provided in the Contract Agreement.

The cost of this insurance shall be included in the Contractor's Bid. 7-5 PERMITS
[Delete Subsection in total and substitute with the following:].

Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain an AGENCY business license, and shall be licensed in accordance with State Business and Professions Code. The Contractor, at no additional cost to the AGENCY, shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.

The contractor will be required to pull a rider to the Caltrans Encroachment Permit for the project.

The Caltrans Permit is enclosed in Appendix M of these specifications.

Pursuant to State Bill 854, the following new requirements apply to all public works projects:

A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. The website for contractor registration with the Department of Industrial Relations (DIR) is https://efiling.dir.ca.gov/PWCR; the annual non-refundable fee, valid July 1 through June 30 (state fiscal year), is $300.

Contractors who are awarded a public works project must submit electronic payroll records to the DIR’s Compliance Monitoring Unit (CMU) in addition to providing wet-ink original copies to the City or its designated labor compliance enforcement officer.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-18 CIP 7475 7-8 WORK SITE MAINTENANCE
7-8.1 General
[Add the following:].

Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods.

Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned.

Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. This is to include the removal of all utility markings (Underground Service Areas – USA) made as a part of the project.
7-8.2 Air Pollution Control
[Add the following:].

Unless directed otherwise by the Engineer, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each working day to keep paved areas acceptably clean wherever construction, including restoration, is incomplete. If the Contractor fails to perform the required sweeping, the AGENCY will complete the work and deduct the costs from the Contractor’s progress payment for all costs associated with the air pollution control efforts. 7-8.4.2 Storage of Equipment and Material in Public Streets [Add the following:].

Construction materials shall not be stored at the City facility for more than 2 days prior to usage on the project. All materials or equipment not installed or used in construction within 2 days after unloading shall be stored elsewhere by the Contractor – at Contractor’s expense, unless authorized additional storage time. All material used for the construction of the improvements, shall be placed so as to provide clear access within the work zone with one lane open at all times, unless otherwise approved by the Engineer.

Construction equipment shall not be stored at the work site before its actual use on the work, nor for more than 2 days after it is no longer needed.

Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site.

In no event is Contractor to stockpile material, tools or equipment in the parkways.

Payment for “Final Cleaning-up” is considered included in the various contract bid items of work and no additional compensation will be allowed therefore.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-19 CIP 7475 7-8.4.3 Temporary Light, Power & Water
[Delete the final paragraph and replace it with the following to the end of the section:]

Water shall be obtained through the AGENCY’s Finance Department. In order to obtain construction water from an AGENCY fire hydrant, the Contractor will be required to obtain an AGENCY supplied hydrant meter. A $2,650 refundable deposit is required on the meter.

An “Eddy” valve must be attached to the temporary meter for the purpose of operating the hydrant.

The cost for the meter and water used shall be charged in accordance with City Council Resolution No. 95-95 and 2018-048. These charges are as follows:

Meter Service Charge Per
Month
Rate Per 100 Cubic Feet
$130.00 $7.17
Any unauthorized use of AGENCY water from a fire hydrant or other AGENCY facility will be estimated by the AGENCY as to usage and invoiced to the Contractor at three times the rate schedule above and a fine of $300 per citation and deducted from progress payments. The Contractor shall not use water or power from private residences.

The cost of water and power used by the Contractor is considered included in the various contract bid items of work and NO additional compensation will be allowed, therefore. 7-8.6.1 General
[Add the following to the end of the section:].

Waste Discharge Requirements for Discharge of Storm Water Associated with Construction Activities:
a) The CONTRACTOR shall be responsible for identifying and obtaining all permits and licenses required for this project. Cost and fees associated with said permits regardless of whether obtained by the COUNTY, CITY or by CONTRACTOR, shall be borne solely by the CONTRACTOR.

The CONTRACTOR shall comply with all rules and regulations included in said permits and licenses. Should the CONTRACTOR fail to conform to said rules and regulations, the CITY reserves the right to perform the work necessary to conform to the rules and regulations. The cost of such work will be deducted from any funds to become due to the CONTRACTOR.

It is noted that multiple permits are required from the various regulatory agencies.

CONTRACTOR is to abide by and follow the requirements of all such permits.

b) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) FOR STORM

WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION AND LAND
DISTURBANCE ACTIVITIES WATER QUALITY ORDER NO. 2009-0009-DWQ (GENERAL

PERMIT)
On September 2, 2009, the State Water Resources Control Board adopted Order No. 2009-0009- DWQ (Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activities and Land Disturbance Activities). Effective July 1, 2010, all dischargers Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-20 CIP 7475 (construction sites where calculated soil disturbance totals 1 acre or more) are required to obtain coverage and comply with this Construction General Permit (CGP).

A copy of this permit and related documents/attachments may be found on the internet at:

http://www.waterboards.ca.gov/water_issues/programs/stormwater/constpermits.shtml The CONTRACTOR is hereby directed to read and understand all the requirements of this Permit as they relate to this project.

The CITY has been issued Municipal NPDES Permit No. CAS618030, Order No. R8-2009-0030, from the California Regional Water Quality Control Board, Santa Ana Region as described above.

Section XV, “Municipal Construction Projects/Activities,” of the Municipal Permit describes specific compliance with the latest version of the State’s CGP within the Santa Ana Region.

City may issue violation notices with fines if the Contractor fails to comply with the requirements of this Section. Said fines will be paid directly to the City or deducted from the progress payments.
7-8.6.4 Dewatering
[Add the following to the end of the section].

The CITY has been issued Municipal NPDES Permit No. CAS618030, Order No. R8-2009-0030, from the California Regional Water Quality Control Board, Santa Ana Region. Section III.3.ii. of this permit authorizes de minimus types of discharges listed in the Santa Ana Regional Board’s General De Minimus Permit for Discharges to Surface Waters, Order No. R8-2009-0003, from CITY owned and/or operated facilities and activities (including construction).

A copy of the CITY’s Municipal NPDES Permit (Order No. R8-2009-0030) may be found on the internet at:
http://www.waterboards.ca.gov/santaana/board_decisions/adopted_orders/orders/2009/09_030_o c_stormwater_ms4_permit.pdf
A copy of the Santa Ana Regional Board’s General De Minimus Permit for Discharges to Surface Waters (Order No. R8-2009-0003) may be found on the internet at:
http://www.waterboards.ca.gov/santaana/board_decisions/adopted_orders/orders/2009/09_003_d eminimus_permit_wdr.pdf
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS [Delete the second paragraph and substitute with the following:].

The Contractor shall relocate, repair, replace or reestablish all existing improvements within the project limits which are not designated for removal (e.g., curbs, gutters, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, and structures.) which are damaged or removed as a result of his operations.

Where existing traffic striping, pavement markings and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-21 CIP 7475 considered as existing improvements and the Contractor shall repaint or replace such improvements.

Relocations, repairs, replacements or reestablishments shall be equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified. [Delete the last paragraph and substitute the following:].

All cost to the Contractor for protecting, removing, restoring, repairing, replacing, or reestablishing existing improvements shall be included in the bid in other items of work unless otherwise specified.
7-10 PUBLIC CONVENIENCE AND SAFETY
7-10.1 Traffic and Access
[Add the following:].

Traffic lanes shall be maintained as depicted on the Traffic Control Plans (sheets 17 through 26) for the project. Restriction of traffic lanes will only be allowed as depicted on these plans.

All traffic control shall be in accordance with the traffic control plans (Sheets 17-26), the Transportation Management Plan (TMP) contained in Appendix I and pursuant to the following specifications:

1. Caltrans - Manual of Traffic Control Devices for Construction and Maintenance Work Zones, Traffic Manual, Sign Specifications, Standard Plans, Standard Specifications

2. State of California, Department of Transportation Manual on Uniform Traffic Control Devices (MUTCD)

3. Work Area Traffic Control Handbook (WATCH Manual)
Prior to the beginning of work, the Contractor shall prepare and process a Traffic Control and Construction Phasing plan for AGENCY’S approval, in conformance with sheets 17-26 of the project plans and current MUTCD and AGENCY’S guidelines for the project. Contractor shall implement the approved Traffic Control and Construction Phasing plan to safely prosecute the construction work involved with a minimum of inconvenience to the existing residents and the motoring public.

Construction Traffic Control Plans shall be prepared in accordance with the AGENCY's latest Traffic Control Plan Preparation Guidelines and shall be reviewed and approved by the Engineer. The plans shall be signed and stamped by a Traffic or Civil Engineer. The Contractor shall submit the plans to the Engineer for approval or correction at least 10 working days before approved plans will be required for commencing the work.

Approval of the Traffic Control Plans by the Engineer shall not relieve the Contractor from the responsibility for errors or omissions in the plans or from deviations from the Contract Documents.

The Contractor shall be responsible for the correctness of the plans and for the results obtained by the use of such plans.

The Contractor shall provide, to the Engineer, a telephone number at which the Contractor's representatives can be reached, at any hour, should an emergency occur requiring replacement or relocation of the required traffic control devices.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-22 CIP 7475 Prior to the start of construction, the Contractor shall inform the AGENCY's trash haulers, Police and Fire departments and US Postal Service, of the project location, approximate starting date, completion date, and the name and telephone number of contractor representatives who may be contacted at any hour in the event of an emergency.

POLICE DEPARTMENT: Watch Commander @ (714) 990-7626
FIRE DEPARTMENT: Battalion Chief @ (714) 990-7658
The Contractor shall adhere to applicable sections of California Administrative Code, Title 8, concerning electrical and construction safety standards and practices.

Contractor shall require that an approved safety vest be worn by all personnel who are working at this project site. Any worker without a vest may be ordered off the job by the Inspector until such apparel is acquired. Questions as to approved vests shall be directed to the Engineer.

Any relocation of travel lanes longer than three calendar days shall be delineated by removing the existing striping and legends by wet sandblasting and placing new striping and legends as required.

Upon completion of the work and the restoration of the road surface to its final condition, the Contractor shall remove temporary striping by wet sandblasting.

If the traffic cones or portable delineators are damaged, displaced or are not in an upright position, for any reason, the contractor shall immediately replace or restore to their original location, in an upright position, the cones or portable delineators.

The Contractor shall provide and maintain all signs, barricades, flashers, delineators and other necessary facilities for the protection of the motoring public within the limits of the construction area. He shall also post proper signs to notify the public regarding detours and conditions of the roadway, all in accordance with the provisions of the Vehicle Code, the current State of California Department of Transportation "Manual of Traffic Controls for Construction and Maintenance Work Zones", and the State of California Department of Transportation Standard Plans.

The Contractor shall furnish such flagmen and equipment as are necessary to give adequate warning to traffic or to the public of any dangerous conditions in accordance with the current Department of Transportation "Instructions to Flagmen".

All existing traffic signs and street signs shall be maintained in visible locations during construction. Signs designated for removal shall be salvaged and delivered to the AGENCY Yard or disposed of as directed by the AGENCY.

Plans indicating the travel (haul) route for the Contractor’s equipment movement in and out of the site must be submitted to the Engineer for approval at least seven (7) working days prior to commencement of any work. The travel route plans, which meet the City’s requirements, will be approved and returned to the Contractor; otherwise, further revisions are required until they are acceptable to the AGENCY. The Contractor shall submit one travel plan for each phase to the Engineer for approval, and the approved travel plans shall be strictly adhered to by the Contractor during all phases of the construction.

The Contractor shall limit excavation for curb and/or gutter, driveways, sidewalk, cross gutter and spandrels that will leave an open excavation for only one weekend in a continuous two-week Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-23 CIP 7475 period. Open excavation is only allowed to open for only one weekend with proper traffic control as specified elsewhere and as directed by the Engineer.

The Contractor is not allowed to drive his/her/its fully loaded trucks on the new material.

Any deviation from these requirements is not permitted. All the Contractor’s operations will be ceased at once if the Contractor violates any of these requirements. No further payments will be made to the Contractor until problems are resolved according to the AGENCY’S requirements.

Full compensation for Construction Traffic Control Plans is considered included in the Traffic Control and Construction Phasing bid item of work and no additional compensation will be allowed therefore.

Project Information Signs
Two (2) Project Information signs shall be fabricated, furnished, and installed (1) week prior to beginning of roadway construction project. The submittal of the Project Information sign shall be provided to the City as part of the required submittals and accepted prior to fabrication and installation (see Appendix A for sign specification). The location of the Project Information Signs shall be determined in the field by the Engineer.

Warning Signs
Adequate warning signs for motorists shall be placed and maintained throughout all applicable phases of the work including speed limit reduction, loose gravel, fresh oil, and open trench. Signs shall be 36-inch x 36-inch size; shall be on site ready for placement prior to start of the applicable phase of work and shall be placed in advance on all streets approaching the work zone.

The Contractor shall not park any equipment or store any materials on the street during nonworking hours.

The Contractor shall reopen all streets at the end of each working day.

The Contractor shall maintain access for emergency vehicles, local residents, businesses, and commercial vehicles at all times on all streets.

Pedestrian traffic shall be detoured to the opposite side of the street, away from the construction area, whenever possible.

The Contractor shall be required to coordinate his operations with the delivery of mail, the school bus and trash pick-up schedules in the project area, and the Contractor shall make provisions for passage of trash collection trucks to alleys and to trash receptacles in streets where work is being performed.

The Contractor shall install skid resistant steel plates over any open trenches which are not back-filled by the end of each day. Steel plates need to be recessed while covering open trenches in the street.

The order of work, except where otherwise specifically required by the Plans and Specifications, such as the phasing requirements, shall be determined by the Contractor who shall be solely responsible for coordinating all subcontract and direct contract work to minimize delays during construction.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-24 CIP 7475 The Contractor shall maintain pedestrian and vehicle access to driveways for ingress and egress by the end of each workday. If necessary, the Contractor shall install skid resistant steel plates over disturbed pavement in front of driveways in order to provide for smooth access to and from the driveways.

Advisory Signs
The Contractor shall provide 2 electric power changeable message advisory signs as required for each stage of work within the beginning and end of the construction limits with the following language:

MAJOR ROAD CONSTRUCTION ON

XXXXXXX AVENUE
FROM <MONTH-YR> TO <MONTH YR>

EXPECT DELAYS

PLEASE USE ALTERNATIVE ROUTES

These signs shall be placed at a minimum of one week prior to commencement of the construction starting. Failure to coordinate with the City may result in delay of start of construction and no extension of contract days or compensation will be given. The Engineer shall approve the verbiage of signage prior to fabrication and Engineer or their designee shall determine the location in the field with the Contractor prior to placement.

Full compensation for warning, advisory, and Project Information signs is considered included in the “Traffic Control and Construction Phasing” bid item of work and no additional compensation will be allowed, therefore.
7-10.3 Street Closures, Detours, Barricades
[Add the following:].

Street closures will not be allowed except as specifically permitted by the Engineer. 7-10.5 Protection of the Public
[Add the following section:].

It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract.

Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-25 CIP 7475 the situation, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as may be necessary.

The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety. No additional compensation will be allowed, therefore.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-26 CIP 7475 SECTION 8

FACILITIES FOR AGENCY PERSONNEL
8-1 GENERAL
[Add the following:].

No field offices for AGENCY personnel will be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor, at any time during the operation of the Work.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-27 CIP 7475 SECTION 9

MEASUREMENT AND PAYMENT
9-3 PAYMENT
9-3.1 General
[Delete the last paragraph and substitute with the following:].

At the expiration of 35 days from the filing and recording of the Notice of Completion of the Work, the amount deducted from the final estimate and retained by the AGENCY will be paid to the Contractor except such amounts as required to be withheld by properly executed and filed to stop payment, or as may be authorized by the contract.

When no bid item is provided for work/improvement shown or indicated on the plans and specifications, payment for such work/improvement will be considered to be included in various applicable items of work.

The Contractor shall provide a labor cost breakdown with all labor trade classifications with DIR approved rates for each classification being used to complete the works of improvement.

Additionally, the Contractor shall provide the overhead and payroll tax % of labor costs with the calculation of operational overhead cost/day (General Conditions (i.e. Mobilization) costs per bid/WD’s) to the AGENCY 10 Working Days after Award of Contract. The Contractor shall also provide the equipment rates for all equipment being used on the project pursuant to the current Caltrans approved and applicable rates. 9-3.2 Partial and Final Payment
[Amend the first sentence of the first paragraph to read:].

The closure date for the purpose of making partial progress payments will be the last day of each month. The Contractor may request, in writing, that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the AGENCY'S payment procedure.

Each month, the Contractor shall meet with the Engineer, a minimum of three (3) working days prior to the submittal of the progress payment to the AGENCY, to finalize and receive approval regarding the measurement of the Work performed through the closure date and the estimated value of the progress payment based on the contract Unit Prices or as provided for in Section 9-2. Any progress payment submitted without such approval will be considered incomplete and returned to the Contractor and no payment shall be considered until such approval is obtained. [Add the following to the end of the section:].

Payments will be withheld pending receipt of any outstanding reports required by the contract documents. In addition, the final progress payment will not be released until the Contractor returns the control set of specifications and plans indicating the as-built conditions.

At the request and expense of the Contractor, who shall retain beneficial ownership and receive interest, if any thereon, the AGENCY shall permit the substitution and deposit therewith of securities equivalent to the amount of any monies withheld by the AGENCY.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-28 CIP 7475 9-3.5 Description of Bid Items
[Add the following section:].

The unit prices and lump sum amounts to be paid for under the bid items listed in the Proposal shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary for the completion of the work and for performing all work contemplated and embraced under the Contract, in accordance with the Plans and Specifications. This shall include the Contractor's costs involved with bonding, insurance, worker's compensation, overhead, financing, obtaining required permits and permit fees, mobilization, traffic control, public convenience and safety, protective barricading/fencing, sanitary facilities, storage of equipment and materials, security against theft and vandalism, project site maintenance, dust and runoff control, clean-up and all other items related to the work.

Payment for unit price work shall be made for the actual quantities of Contract Items removed, constructed, or disposed of in accordance with the Plans and these Specifications. Measurement of Unit Price work shall be specified in SSPWC, Section 9-1, and "Measurement of Quantities for Unit Price Work." Payment for Lump Sum work shall be paid for at the price indicated in the Bid, in accordance with SSPWC, Section 9-2, "Lump Sum Work," Payment for all work shall be included in the various bid items. No additional compensation shall be made therefore. Work associated with each bid item shall include, but not be limited to the following description of bid items:

Bid Item No. 1 – Mobilization and Demobilization (5% Max) Mobilization and demobilization shall conform to the provisions of Sections 9-3.4 of the Standard Specifications.

Mobilization and demobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site. Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition, construction staking and all other related work as required at all times and for all non-working days during the construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials. Demobilization shall also include reestablishment of centerline survey monuments with new curb ties (including 4 ties (minimum) per monument), swing ties complete in place, preparation of pre-construction and post construction corner records, including filing fees with Orange County and as-built survey for curb returns.

Payment for Mobilization and Demobilization (5% Max) shall be included in the Contract Lump Sum (LS) Price bid and shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies, the City of Brea, and Caltrans; and complying with the requirements specified in those licenses and permits; coordination, field office facility (if required), and incidentals necessary to perform all related items of work. The maximum lump sum price for this bid item shall not exceed 5 percent of the total contract price at the time of award. Progress payments for mobilization and demobilization bid item shall be paid for in Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-29 CIP 7475 accordance with the completion percentage of the project to the Contractor and shall include the cost of such mobilization and administration during the entire Contract period.

Bid Item No. 2 – Construction Surveying & Monument Preservation Payment for the requirements of Construction Surveying & Monument Preservation shall be at the Contract Lump Sum (LS) price bid and shall include all labor, tools, equipment, materials and incidentals required to complete required to research, identify, tie-out and re-establish centerline monuments and swing ties complete in place, and prepare pre-construction and post construction corner records, including filing fees with Orange County, complete construction staking including horizontal and vertical control, cut sheets for pipe trench, and all documentation required to complete the work. No additional compensation will be allowed therefore.

Bid Item No. 3 –Stormwater Pollution Prevention Plan/BMP’s Payment for the requirements of Stormwater Pollution Prevention Plan/BMP’s shall be at the Contract Lump Sum (LS) price bid, as shown in the Bid Schedule, and shall include Best Management Practices (BMP’s), monitoring, maintaining, reporting (if required) in conformance with the Water Pollution Control Program (WPCP) in Appendix F of these specifications. This item shall be considered full compensation for doing all work as specified herein. Progress payments for this item shall be paid for in accordance with the completion percentage of the project.

No further compensation will be allowed.

Bid Item No. 4 – Utility Potholing
Payment for Utility Potholing shall be made at the Contract Lump Sum (LS) price bid and shall include all labor, tools, materials, transportation, equipment and incidentals required to complete the work and include development and submittal of a pothole plan, potholing all existing utilities in the approved pothole plan depicting all crossings at the proposed high-pressure water main as identified by USA in the field that are not covered in the Pothole Report contained in Appendix H of these specifications, pothole report, traffic control, excavation, backfill, AC removal, compaction, AC replacement, disposal of waste materials, and all other requirements to complete the pothole work as required. No final pipe design and manufacturing of CMLC pipe shall commence until the Pothole Report has been provided, reviewed, and accepted by the City with delta Plan revision responses, if required. No further compensation will be allowed.

Bid Item No. 5 – Remove and Dispose Existing Water Line Payment for Remove and Dispose Existing Water Line shall be made at the contract unit price bid per Linear Foot (LF), as shown in the Bid Schedule, and shall include trench excavation, saw cutting, necessary bracing, shoring, removal and disposal of pipe, all fittings, thrust blocks, valves, and slurry backfill. This work shall include all labor, tools, materials, transportation, equipment and incidentals required to complete the work as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 6 – Abandon Existing Water Line and Appurtenances Payment for Abandon Existing Water Line and Appurtenances shall be made at the contract unit price bid per Linear Foot (LF), as shown in the Bid Schedule, and shall include all labor, tools, materials, transportation, equipment and incidentals, trench excavation, saw cutting, necessary bracing, shoring, removal of pipe, AC/base removal, backfill, concrete plug, and all other incidentals as required to abandon the existing water line in place as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-30 CIP 7475 Bid Item No. 7 – Furnish and Install 4” Steel CMLC Pipe (Class 350) including Fittings and Thrust Blocks
Payment for Furnish and Install 4" Steel CMLC Pipe (Class 350) including Fittings and Thrust Blocks shall be made at the contract unit price bid per Linear Foot (LF), as shown in the Bid Schedule, and shall include trench excavation, saw cutting, necessary bracing, shoring (See Appendix J for Caltrans shoring submittal), welding, bedding, testing, layout design, AC base pavement including Tee-Cut, AC Surface Cap, tack coat, disinfection, steel plates, removal of excess material, pipe, all fittings, thrust blocks, backfill, bedding, slurry backfill, SSMH and or Valve Adjustments, and compaction of trench material, complete and operative in place. This bid item shall be considered full compensation for furnishing labor, materials, equipment, hauling and delivering, and installation to complete the construction as designated on the plans and specified within these specifications. Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. No further compensation will be allowed.

Bid Item No. 8 – Furnish and Install 12” Steel CMLC Pipe (Class 350) including Fittings and Thrust Blocks
Payment for Furnish and Install 12" Steel CMLC Pipe (Class 350) including Fittings and Thrust Blocks shall be made at the contract unit price bid per Linear Foot (LF), as shown in the Bid Schedule, and shall include pipe manufacturing, trench excavation, saw cutting, necessary bracing, shoring (See Appendix J for Caltrans shoring submittal), welding, bedding, testing, layout design, AC base pavement including Tee-Cut, AC Surface Cap, tack coat, disinfection, steel plates, removal of excess material, pipe, all fittings, thrust blocks, backfill, bedding, slurry backfill, SSMH and or Valve Adjustments, and compaction of trench material, complete and operative in place. This bid item shall be considered full compensation for furnishing labor, materials, equipment, hauling and delivering, and installation to complete the construction as designated on the plans and specified within these specifications. Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. No further compensation will be allowed.

Bid Item No. 9 – Furnish and Install 14” Steel CMLC Pipe (Class 350) including Fittings and Thrust Blocks
Payment for Furnish and Install 14" Steel CMLC Pipe (Class 350) including Fittings and Thrust Blocks shall be made at the contract unit price bid per Linear Foot (LF), as shown in the Bid Schedule, and shall include pipe manufacturing, trench excavation, saw cutting, necessary bracing, shoring (See Appendix J for Caltrans shoring submittal), welding, bedding, testing, layout design, AC base pavement including Tee-Cut, AC Surface Cap, tack coat, disinfection, steel plates, removal of excess material, pipe, all fittings, thrust blocks, backfill, bedding, slurry backfill, SSMH and or Valve Adjustments, and compaction of trench material, complete and operative in place. This bid item shall be considered full compensation for furnishing labor, materials, equipment, hauling and delivering, and installation to complete the construction as designated on the plans and specified within these specifications. Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. No further compensation will be allowed.

Bid Item No. 10 – Furnish and Install 4” Resilient Wedge Gate Valve, Class 350 Payment for Furnish and Install 4" Resilient Wedge Gate Valve, Class 350 shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and shall include valve box and lid assembly, and a Mueller A-2362 E-381 gate valve, valve box and lid adjustments, Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-31 CIP 7475 complete, installed, and operative in place. This bid item shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction, including saw cutting, excavation, necessary bracing, all pipe, connections, fitting, testing, backfilling, and compaction as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 11 – Furnish and Install 12” Resilient Wedge Gate Valve, Class 350 Payment for Furnish and Install 12" Resilient Wedge Gate Valve, Class 350 shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and shall include valve box and lid assembly, and a Mueller A-2362 E-381 gate valve, valve box and lid adjustments, complete, installed, and operative in place. This bid item shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction, including saw cutting, excavation, necessary bracing, all pipe, connections, fitting, testing, backfilling, and compaction as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 12 – Cut into Existing Water Line and Furnish and Install 12” Resilient Wedge Gate Valve, Class 350
Payment for Cut into Existing Water Line and Furnish and Install 12" Resilient Wedge Gate Valve, Class 350 shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and shall include all cutting and removals required, valve box and lid assembly, and a Mueller A-2362 E-381 gate valve, valve box and lid adjustments, fittings for connection, complete, installed, and operative in place. This bid item shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the r e m o v a l s a n d construction, including saw cutting, excavation, necessary bracing, all pipe, connections, fitting, testing, backfilling, and compaction as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 13 – Furnish and Install 18” Resilient Wedge Gate Valve, Class 350 Payment for Furnish and Install 18" Resilient Wedge Gate Valve, Class 350 shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and shall include valve box and lid assembly, and a Mueller A-2361-6 E-381 gate valve, valve box and lid adjustments, complete, installed, and operative in place. This bid item shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction, including saw cutting, excavation, necessary bracing, all pipe, connections, fitting, testing, backfilling, and compaction as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 14 – Construct Blowoff Assembly
Payment for Construct Blowoff Assembly shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and as depicted on Detail 3 on Sheet 3 of the project plans.

This bid item shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction, including saw cutting, excavation, necessary bracing, all pipe, connections, testing, backfilling and compaction as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-32 CIP 7475 Bid Item No. 15 – Construct Air Release Valve Assembly
Payment for Construct Air Release Valve Assembly shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and as depicted on Detail 2 on Sheet 3 of the project plans This bid item shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction, including saw cutting, excavation, necessary bracing, all pipe, connections, testing, backfilling and compaction as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 16 – Furnish and Install 20” Diameter Steel Casing Payment for Furnish and Install 20” Diameter Steel Casing shall be made at the contract unit price bid per Linear Foot (LF), as shown in the Bid Schedule, and shall include furnishing and installing steel casings at the locations shown on the project plans and per Detail 4 on Sheet 4 of the plans, complete and in place. This bid item shall be considered full compensation for furnishing labor, materials, and equipment to complete the construction as designated on the plans and specified within these specifications. The casing shall be measured along the longitudinal axis between the ends as laid and shall include the actual casing in place. No further compensation will be allowed.

Bid Item No. 17 – Cut and Plug Water Line
Payment for Cut and Plug Water Line shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, at the locations depicted on the project plans This bid item shall be considered full compensation for labor, materials and equipment, required to complete the work as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 18 – Cap Water Line with Blind Flange
Payment for Cap Water Line with Blind Flange shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, at the locations depicted on the project plans This bid item shall be considered full compensation for labor, materials and equipment, required to complete the work as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 19 – Mill Existing Pavement to a Depth of 2” and Place 2” AC Overlay Payment for Mill Existing Pavement to a Depth of 2” and Place 2” AC Overlay shall be made at the contract unit price bid per Square Foot (SF), as shown in the Bid Schedule, and shall include full compensation for labor, materials and equipment, required to complete the work including all AC material, milling operations, hauling, disposal of waste, tack coat, placement and compaction of AC, AC tie-in and conformance, and all other requirements as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 20 – Reconstruct Traffic Loop Detector
Payment for Reconstruct Traffic Loop Detector shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, at the locations depicted on the project plans This bid item shall be considered full compensation for labor, materials and equipment, required to complete the work as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-33 CIP 7475 Bid Item No. 21 – Reconstruct Curb and Gutter
Payment for Reconstruct Curb and Gutter shall be made at the contract unit price bid per Linear Foot (LF), as shown in the Bid Schedule, and at the locations depicted on the project plans.. This item shall include full compensation for labor, materials and equipment, required to complete all removals and construction required to complete the work as designated on the plans and specified within these specifications. No further compensation will be allowed.

Bid Item No. 22 - Remove Interfering Portion of Existing 18” High Pressure Water Line and Cut in 18” Tee
Payment for Remove Interfering Portion of Existing 18” High Pressure Water Line and Cut in 18” Tee shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and shall include, but not limited to: all labor, materials, equipment, shutdown coordination, sawcutting, excavation, removal of excess material, removal of AC and base, backfill and compaction, slurry backfill, 18” Tee, thrust block and fittings, disinfection and restoration of AC roadway pavement in accordance with the Plans and Specifications. This bid item shall be considered full compensation for furnishing all labor, materials, and equipment to complete the construction. No further compensation will be allowed.

Bid Item No. 23 - Remove Interfering Portion of Existing 18” High Pressure Water Line and Cut in 18” X 18” X 12” Tee
Payment for Remove Interfering Portion of Existing 18” High Pressure Water Line and Cut in 18” X 18” X 12” Tee shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, and shall include, but not limited to: all labor, materials, equipment, shutdown coordination, sawcutting, excavation, removal of excess material, removal of AC and base, backfill and compaction, slurry backfill, 18” Tee, thrust block and fittings, disinfection and restoration of AC roadway pavement in accordance with the Plans and Specifications. This bid item shall be considered full compensation for furnishing all labor, materials, and equipment to complete the construction. No further compensation will be allowed.

Bid Item No. 24 – Connect 12” Steel CMLC Pipe to Existing Pipe Payment for Connect 12” Steel CMLC Pipe to Existing Pipe shall be made at the Contract unit price bid per Each (EA), as shown in the Bid Schedule, at the location depicted on the project plans. This bid item shall be considered full compensation for labor, materials and equipment, required to complete the work as designated on the plans and specified within these specifications.

No further compensation will be allowed.

Bid Item No. 25 – Pavement Striping and Markings
Payment for Pavement Striping and Markings shall be made at the Contract Lump Sum (LS) price bid per the project striping plans on Sheets 14 to 16 and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and doing all the work involved in furnishing and painting all pavement striping and markings as shown on the plans, as specified in these specifications, as directed by the Engineer or pursuant to the Caltrans permit conditions.

No further compensation will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-34 CIP 7475 Bid Item No. 26 – Traffic Control and Construction Phasing Payment for Traffic Control and Construction Phasing shall be made at the Contract Lump Sum (LS) Price bid, as shown in the Bid Schedule, as shown on the Plans and in accordance with these Specifications, and shall include all labor tools, equipment and materials required for preparation and implementation of a traffic and pedestrian control and construction phasing plan, and travel (haul) route plans, k-rail, traffic barrels, barricades, flashing arrow signs; flagging and/or flagger costs; project notifications, Project Information Signs, advisory signs, warning signs, temporary asphalt work and non-skid steel plates, as required by the Engineer to maintain driveway access, temporary striping and temporary asphalt work as required by the Engineer to maintain driveway access, traffic control for water main tie-ins, and all labor, tools, equipment, materials and incidentals, and Caltrans Permit conditions required to complete the work. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the City does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety. No further compensation will be allowed.

Bid Item No. 27 – Allowance for Extra Work
Payment for Allowance for Extra Work shall be based on an Allowance of $50,000 and shall be utilized upon direction from the City for extra items not specified herein. The Work shall be initiated by either the Contractor or City to perform the extra work that is not covered within the bid items defined herein. The payment of said extra work will be negotiated between the Contractor and Engineer and costs, labor, materials, equipment, mark-ups, and scope of work defined based on LS, EA, LF, SF or on a T&M basis and itemized against the not to exceed LS allowance amount. A summary of costs shall be tracked up to the allowance. Potions of the allowance may be used, up to all of the allowance, or none of the allowance at the discretion and direction of the Engineer.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-35 CIP 7475 PART 2 CONSTRUCTION MATERIALS
SECTION 200 ROCK MATERIALS
200-1 ROCK PRODUCTS
200-1.2 CRUSHED ROCK AND ROCK DUST
200-1.2.1 General
[Add the following to the end of the section:]
Rock dust blotter material shall be required immediately after the completions of the “finish rolling” and prior to opening to traffic to prevent bleeding and tracking of the asphalt rubber material.

Rock dust blotter shall conform to Rock Dust quality requirements in Table 200-1.2.1(A). 200-1.5 SAND
200-1.5.1 General
[Add the following to the end of the section:].

Sand bedding under miscellaneous PCC improvements shall conform to the requirements in this section, and shall consist of washed granular material with a sand equivalent greater than or equal to 30.

Sand bedding used as bedding in the trench pipe zone, shall conform to the requirements in this section, shall consist of washed granular material, shall not contain any contamination or reclaimed/recycled materials, and shall meet the following specifications:

Sieve Size Percent Passing

4.75 mm (#4) 98-100

2.36 mm (#8) 93-98

1.18 mm (#16) 92-95
600 um (#30) 85-91
300 um (#50) 75-85
150 um (#100) 40-50
75 um (#200) 15-20
SG, Bulk S.S.D. 2.74
SE, CT 217 >= 30
ASTM -1557-91 112.0 lbs. @ 14% moisture
Plastic Limit ASTM D 4318 0
Plastic Index ASTM D 4318 0 (non-plastic)
Expansive Classification Non-expansive
pH, CT – 422 8.36
Chloride, CT 417 42 ppm
Sulfate, CT – 417 40 ppm
Resistivity, CT – 417 5,300 (ohm-cm)
Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-36 CIP 7475 200-2 UNTREATED BASE MATERIALS
200-2.1 General
[Add the following to the end of the section:].

Untreated base to be used for the base course under asphalt concrete pavement and P.C.C. shall be Crushed Miscellaneous Base (CMB).

Untreated base to be used for the base course as trench backfill shall be Crushed Aggregate Base (CAB), as shown on the plans.
200-2.2 Crushed Aggregate Base
Crushed Aggregate Base material shall conform to Subsections 200-2.2 and 301-2 of the Standard Specifications, as directed by the Engineer.
200-2.4 Crushed Miscellaneous Base
Crushed Miscellaneous Base material for replacement of over-excavated unsuitable materials, and construction shall conform to Subsections 200-2.4 and 301-2 of the Standard Specifications, as directed by the Engineer.
200-2.4.2 Grading
[Add the following to the end of the section:].

The sieve size shall be 3/4” (fine).

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-37 CIP 7475 SECTION 201

CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements
201-1.1.2 Concrete Specific by Class and Alternate Class [Revise portion of Table 201-1.12 with the following:].

Concrete class and alternate class for Street Surface Improvements shall be 560-C-3250.

Concrete class for blow-off hydrant collar shall be 560-C-3250.

Concrete class for pads for assemblies shall be 470-C-2500.

Concrete class for valve box collars shall be 560-C-3250.

Concrete class for thrust blocks shall be 560-C-3250.

Concrete class for encasements shall be 560-C-3250.

Concrete class for guard posts shall be 470-C-2500.

Concrete class for vent bases shall be 470-C-2500.

Concrete class for thrust block improvements shall be 450-C-2000, or alternate class 565-E-200P. 201-1.2.4 Admixtures
[Delete Subsection in total and replace with the following:].

Admixtures will not be permitted.
201-1.2.5 Fly Ash
[Delete Subsection in total and replace with the following:].

Fly Ash will not be permitted.
201-1.4 Mixing
201-1.4.1 General
[Add the following to the end of the section:].

Mixed concrete delivered to the site shall be by Transit Mixer as called for in Section 201-1.4.3 “Transit Mixer” of the Standard Specifications.
201-4 CONCRETE CURING COMPOUND
201-4.1.1 General:

Concrete curing compound shall be Type I for Class 560-C-3250.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-38 CIP 7475 SECTION 203

BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE
203-6.1 General
[Delete the second paragraph and replace with the following:].

Asphalt concrete for slot paving, base course pavement as required for trench resurfacing per Details on Plans, and localized reconstruction of the roadway (digouts), as directed by the Engineer, shall be Dense Graded Asphalt Concrete (DGAC) Pavement Type B PG-70-10. A maximum of 10% RAP shall be allowed. Sieve Size shall be ¾-inch.

Asphalt Concrete for leveling course pavement as required for roadway resurfacing per Typical Sections and Details on Plans, shall be Type B PG-64-10. A maximum of 10% RAP shall be allowed.

Sieve size shall be 1/2 –inch.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-39 CIP 7475 SECTION 209

PRESSURE PIPE
209-2 STEEL PIPE AND FITTINGS
209-2.1 General
[Add the following:].

The Cement Mortar Lined and Coated (CMLC) Steel Pipe shall be Class 350 and have a 11.748” ID pursuant to AWWA C200 and shall conform to the specifications enclosed in Appendix K of these Special Provisions.
209-2.2 Fabricated Steel Pipe and Fittings
209-2.2.1 Materials
[Revise portion of Table 209-2.2.1 with the following:].

Gate Valves
Resilient wedge valves shall be furnished and installed in accordance with City Std. Plan 302-0. Gate valves shall have non-rising stems with O-rings and mechanical joints, except where specified on the contract plans, as manufactured by Mueller Co. Valves shall be mechanical joints or flanged joints as approved by the City Engineer. Valves shall be epoxy-lined and coated and have 316 stainless hardware.

All valves shall be provided with suitable thrust block restraints as detailed in City Std. Plan 312-0.

Water Valve Boxes shall be Brooks 4TT as detailed in City Std. Plan 309-0 and as specified by the City of Brea Maintenance Department.

Fittings
All DIP fittings such as gate valves shall have a welded flange welded to the steel CMLC pipe either side of the DIP fitting with the appropriate bolt pattern to properly connect the Flange x Flange GV pursuant to 2018 APWA (“Greenbook”), AWWA, and City Standards. All elbows (i.e. 11.25, 22.5, 45,90 degree) can either be CMLC welded fittings with appropriate thrust block or DIP fittings with welded flanges either side to properly connect the DIP fittings per 2018 APWA (“Greenbook”), AWWA, and City Standards.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-40 CIP 7475 SECTION 210

PAINT AND PROTECTIVE COATINGS
210-1 PAINT
210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. [add the following section:].

Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, pavement legends, pavement symbols, pavement arrows, cross walks, parking stall markings, stop bars and curbs shall be rapid dry water borne conforming to CALTRANS Specification No. PTWB-01. Glass beads shall be applied to the surface of the rapid dry water borne paint and shall conform to the requirements of CALTRANS Specification No. 8010-004 (Type II). CALTRANS Specifications for water borne paint and glass beads may be obtained from the CALTRANS Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, telephone number (916) 227-7000. No thermoplastic paint will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-41 CIP 7475 PART 3

CONSTRUCTION METHODS
SECTION 300

EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.3 Removal and Disposal of Materials
300-1.3.1 General
[Delete Subsection in total and substitute with the following:].

No burning will be permitted.

No accumulation of flammable material shall remain on or adjacent to the right-of-way. The roadway and adjacent areas shall be left with a neat and finished appearance.

In order to protect the public streets from deterioration due to hauling of materials, the Contractor shall submit, prior to the pre-job meeting, for approval a proposed route for hauling of materials for disposal. Upon approval, the Contractor shall strictly adhere to that route, unless written permission from the Engineer is obtained to change the route.
300-1.4 Payment
[Delete Subsection in total and substitute with the following:].

Full compensation for clearing and grubbing shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed therefore.
300-1 UNCLASSIFIED EXCAVATION
300-2.1 General
[Add the following:].

Unclassified excavation shall include saw cutting, excavating, removing, hauling and disposal of all material including asphalt concrete (A.C.) pavement, P.C.C. pavement, macadam, petromat/pavement reinforcing fabric, slurry backfill, aggregate base materials, interfering structures and objects to the sub-grade elevations indicated on the plans as required to construct the new improvements.

All roots and stumps shall be removed and/or ground to eight (8) inches below subgrade within the roadway section. The locations and dimensions of excavation areas are as shown on the plans and/or directed in the field by the Engineer.

All existing asphalt concrete pavement joining new construction shall be saw cut in a straight line.

Contractor shall exercise due caution to avoid any damage to the existing improvements to be protected in place. Any damage caused by Contractor and/or his equipment shall be repaired or replaced as called out in Section 7-9 of the Standard Specifications at Contractor’s expense.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-42 CIP 7475 Unclassified excavation shall include the removal of unclassified fill material encountered within the proposed roadway section. Unclassified fill may consist of broken concrete, broken asphalt pavement, brick, rubble, and debris.

All unclassified fill material found within the new roadway section shall be removed and paid in accordance with the bid item for unclassified excavation. All removed material becomes the property of the Contractor and shall be hauled away and properly disposed.

The Contractor’s attention is directed to the fact the thickness of the existing asphalt concrete pavement is approximate and may vary from this thickness. In addition, substantially thicker sections of pavement may be occasionally encountered, especially where utility trench and pothole patches are encountered.

If a significant deviation in pavement thickness is encountered by the Contractor during the removal process, that may significantly impact the Contractor’s cost of removal, the Contractor shall immediately notify the Engineer. The Engineer will review the field condition(s) encountered and determine the appropriate remediation. The Engineer shall have sole authority to decide the method and amount of additional compensation due the Contractor, if any.

Unless directed by the Engineer, backfilling and compacting is considered included in each respective bid item and no additional compensation will be allowed therefore.

A Geotechnical Report for the project is enclosed in Appendix L of these specifications. 300-2.2 Unsuitable Material
300-2.2.2 Wet Material
[Remove the first sentence and replace it with the following:].

If, in the opinion of the Engineer, the existing materials of areas more than 6” below the existing grade are wet, unsuitable, and/or contaminated, the Contractor may be ordered to over-excavate those areas to a depth to be determined by the Engineer, and either process the material to reduce the moisture content to an optimum condition or to remove and dispose of the material and replace it with suitable material. All Work will be done in accordance with Section 301-1 “Subgrade Preparation” and Section 301-2 “Untreated Base” of the Standard Specifications.

Crushed Aggregate Base (CAB) compacted to 95% Relative Compaction and conforming to Section 200 “Rock Materials” of the Standard Specifications shall be used to replace materials overexcavated. The removal and replacement of unsuitable material, as determined and authorized by the Engineer, shall be paid via negotiated Change Order at time of discovery. 300-2.9 Payment
[Add the following:].

Full compensation for the requirements of unclassified excavation shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed therefore.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-43 CIP 7475 SECTION 301

SUBGRADE PREPARATION, TREATED MATERIALS, AND

PLACEMENT OF BASE MATERIALS
301-1 SUBGRADE PREPARATION
301-1.1 General
[Add the following to the end of the section:].

Prior to the placement of new asphalt pavement, the subgrade shall be prepared in accordance with the plans and applicable sections of the Standard Specifications and these Special Provisions.

Placement of Aggregate Base
In locations where the existing street pavement section contains aggregate base, placement of aggregate base at a minimum depth of 3” (modify City Std. 102-0) will be required in the water main and lateral trenches prior to asphalt surfacing to the thickness and elevations as indicated on the Plans. The base shall not be placed until the trench backfill has been thoroughly compacted to the required relative compaction.

After the bottom of the trench subgrade has been properly prepared per Section 301-1, the aggregate base shall be placed and compacted per Section 301-2 of the standard specifications to the limits and dimensions required.

If the Contractor elects to perform the excavation and placement of the aggregate base after the surrounding pavement has been removed, it shall be performed in a manner that does not adversely affect the adjoining aggregate base to remain.
301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade [Add the following:].

Adjustment of Water Valve Frame and Cover
Water valve frame and covers shall be adjusted to grade per City of Brea Std. Plan No. 309-0. The Contractor shall prepare and adjust existing water valve frames & covers to grade during each phase of construction and paving. The Contractor shall not cover or otherwise leave the frame, enclosed meters, and valves inaccessible at any time. The Contractor shall maintain all valves immediately accessible for shut-off at all times.

The Contractor shall notify the CITY one week before starting any construction adjacent to or adjustment of valve boxes and meter boxes. The Contractor shall cooperate and coordinate with the AGENCY whenever it is necessary for the CITY to perform work at its installations. The Contractor shall not activate or disturb any valves.

On existing water valves not installed as part of this project which are to remain and adjusted to grade, the adjustment costs shall also include the installation of a new riser can & lid.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-44 CIP 7475 Contractor shall remove all debris from within the gate valve from the operating nut to the cover prior to acceptance of said water system.

Abandonment of Water Valve
Abandonment of existing gate valves shall include the removal and/or salvage of the valve riser can and cover, burying the existing valve in place and filling and compacting the existing extension pipe with sand or gravel to the pavement subgrade.

The existing water main and fire hydrant valves to be abandoned are to be abandoned in place according to the following directions. The Contractor shall work the water valve a minimum of three (3) times to ensure a positive shutdown of the water main. The Contractor shall then shut down the valve, salvage the frame and cover, remove the valve box and the valve extension piping and fill the resulting void with sand or aggregate base compacted to 95% relative compaction and place temporary AC pavement over the filled void.

If a new valve will not replace the existing valve in the same location, the Contractor shall install a 3’x3’ minimum hot asphalt pavement patch over the filled void using a 2” grind and pavement overlay with Performance Grade Type III-C3-PG 64-10 asphalt.

The Contractor is to deliver the valve frame and cover to the City Service Yard located at 545 N.

Berry Street.
301-1.7 Payment
[Delete the first paragraph and replace with the following:].

Payment for sub-grade preparation shall be considered included in the contract unit prices for the various items of work requiring sub-grade preparation involved, and shall include full compensation for furnishing the labor, tools, materials, equipment and incidentals, and for doing all the work and rework involved in processing, compacting and trimming the material as shown on the plans, as specified in these specifications and as directed by the Engineer. 301-2 UNTREATED BASE
301-2.1 General
[Revise the first sentence to read as follows:].

Untreated base for pavement, curb, curb and gutter, cross gutters and similar types of improvements shall be constructed of material as specified in Section 200-2 of the Standard Specifications and as called for on the plans, Standard Specifications and in these Special Provisions.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-45 CIP 7475 SECTION 302

ROADWAY SURFACING
302-1 COLD MILLING OF EXISTING PAVEMENT
[replace entire section with the following;].
302-1.1 General
The work to be done here under consists of cold milling and removal of the designated thickness of existing pavement surface, including asphalt concrete, macadam, PCC, pavement reinforcement fabric (Petromat), or other miscellaneous improvements, at those locations and per Typical Sections and Details as shown on the Plans.

The existing A.C. pavements shall be cold milled to the depths required per grades as shown on the Plans and in accordance with the Standard Specifications. The pavement shall be removed by the use of a cold milling machine designed for this purpose and capable of performing a satisfactory job. Burning or heat planing will not be permitted. The planed pavement shall provide a maximum bond surface suitable for resurfacing.

Except as otherwise called for on the plans, all A.C. pavement cold milling cuts shall be cut to neat, clean, and straight lines to the satisfaction of, and as directed by, the Engineer.

The final depth, width, length and shape of the cold milling cut shall be as indicated on the Typical Sections and Details shown on the Plans. The final cold milling cut shall result in a uniform surface conforming to the typical section(s) except as otherwise directed by the Engineer.

Surveyor's street and property line monuments, not scheduled for removal shall be protected. The City has made every reasonable effort to locate and mark on the plans all known metal roadway improvements such as sewer manhole covers, water valve covers, catch basin covers, which, if struck, could damage the cold milling cutting drum and/or carbide tipped cutting teeth and makes no guarantee that it has successfully done so or shall, therefore, contractor must thoroughly inspect the work site in advance of the cold milling operation to minimize the risk of striking any unseen under surface object(s) and shall include in the price bid for cold milling the removal work, additional amount sufficient to cover the cost of damage related down time and the cost of repair of damage to said cold milling cutting drum and/or carbide tipped cutting teeth.

Care shall be exercised not to damage adjacent concrete gutters or curbs. Gutters or curbs damaged shall be replaced at the Contractor's expense. Residue from grinding shall not be permitted to flow or travel into gutters, onto adjacent street surfaces or parkways. All residues shall be completely removed by sweeping and properly disposed. No washing of residues into drainage structures will be allowed.

Temporary ramping, where required by the Engineer for traffic control or other purposes, shall be considered included in the contract lump sum price bid for Traffic Control & Construction Phasing, and no additional compensation will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-46 CIP 7475 302-1.2 Milling Machine
The Contractor shall furnish a self-propelled machine especially designed and built for grinding flexible and rigid pavements to the depth shown on the plans in one pass. The machine shall be equipped with standard automatic depth controls and must maintain a constant cutting depth and width without tearing or gouging the underlying surface and blade material into a windrow. The machine shall consist of a 60" minimum width cutting drum with carbide tip teeth. Drum lacing patterns shall permit a grooved or smooth surface finish as selected by the Engineer and the drum shall be totally enclosed in a shroud to prevent discharge of any loosened material into adjacent work areas. The machine shall be capable of operating at speeds from 5 to 50 feet per minute and designed such that the operator can observe the work without leaving his control area. It shall be adjustable as to crown and depth by tilting the drum axis and shall have a guidance system furnished to assist the operator in control grade and in matching adjacent pavements or cuts. The equipment shall be demonstrated to have been operated on similar work completed prior to the award of this contract.
302-1.3 Cold Milling to Specified Elevations
The operator shall furnish the milling machine, operated by experienced workmen. The surface tolerance produced shall be such that a 10-foot straight edge laid laterally will indicate variances of less than 3/8" (except in the crown area) and the same straight edge laid longitudinally will indicate variances of less than 3/16".

Removal shall consist of milling the pavement where indicated and removing the planed material.

No aggregate shall remain on the project at the end of each workday. Aggregate material loosened and directly removed shall become the property of the Contractor. The Contractor shall dispose of all planed surplus materials at a legal dump site, in accordance with Subsection 300-2.6 of the Standard Specifications.
302-5 ASPHALT CONCRETE PAVEMENT
302-5.1 General
[Add the following:].

Tarpaulins shall be used to cover all loads from plant to project.

Each layer of asphalt concrete shall not exceed 4 inches in compacted thickness. Each layer shall be completely placed and compacted prior to commencement of successive layers. Tracks or wheels of spreading equipment shall not be operated on the top layer of asphalt concrete in any area until final compaction has been completed.

Three-wheeled rollers shall not be permitted, and pneumatic rollers shall be used only on lower layers.

Initial breakdown compaction shall consist of a minimum of three coverages of layer of asphalt mixture. A pass shall be movement of a roller in both directions over the same path. A coverage shall consist of as many passes as are necessary to cover the entire width being paved. Overlap between passes during any coverage, made to ensure compaction without displacement of material in accordance with good rolling practices, shall be considered to be part of the coverage being made and not part of a subsequent coverage. Each overage shall be completed before subsequent coverage is started.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-47 CIP 7475 Prior to placement of asphalt concrete, a tack coat of SS 1H emulsified asphalt shall be applied to all contact surfaces. Tack coat shall be Grade SS-lH per subsection 302-5.4 of the Standard Specifications. Tack coat shall be applied at a rate not to exceed one-tenth (1/10) gallon per square yard uniformly in one coat on all vertical joints of A.C. patching and P.C.C. surfaces, and edges against which AC is to be placed.

An asphalt leveling course shall be applied in depressed areas, as directed by the Engineer. An automatic leveling device shall be used on the paver unless omitted by the Engineer.

Longitudinal joints between successive paving runs shall coincide with the traffic lanes lines.

Contractor will be provided with striping plans for those roads where the striping will change prior to the start of work. Local streets will not be striped except for special cases for which striping plans will be provided. All other roads will be striped to match the existing pattern. 302-5.5 Distribution and Spreading
[Add the following:].

Prior to placing asphalt pavement overlay, all vegetation shall be removed from the cracks in the pavement and all joints between the pavement and concrete gutters by the Contractor. The surface to be overlaid shall be cleaned by the Contractor to remove moisture, dirt, grease, or other foreign matter which would reduce the bond between the overlay and the pavement. 302-5.8 Manholes (and other Structures)
[Delete Subsection in total and substitute with the following:].

The manhole and valve box locations and distance from curb to center shall be marked on the curb face by the Contractor.

The method of adjusting manholes in areas for resurfacing shall be as follows:

The asphalt pavement immediately adjacent to the manhole shall be removed, the manhole shaft extended with adjustment ring(s) to proper grade, the manhole frames and covers replaced, the manhole frames set in concrete, and the pavement replaced with a minimum of 2 inches of asphalt concrete. The finished grade of the cover shall be ¼ inches below the finish grade of the asphalt pavement.

The Contractor shall notify affected utility owners at least 5 working days in advance of the need to commence work required prior to paving operations and again for work required after paving operations. The Contractor shall mark locations of utility vaults where utility companies specifically state adjustments shall be made after paving. If it is found to impractical for the utility owner to complete remodeling or adjustment to structures, as evaluated by the Engineer, then the Contractor shall be absolved of further responsibility in connection therewith, and the structure shall be adjusted to grade by the utility owner under permit or ordinance procedure established by the AGENCY for utility cuts in pavement.

Water valve frame and covers shall be adjusted to grade per City of Brea Std. Plan No. 309-0.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-48 CIP 7475 For water valves and sewer cleanouts, Contractor shall furnish new cans and lids as directed by the Engineer, and the old lids shall be delivered to City yard by the Contractor.

The Contractor shall adjust existing water meters to grade as shown on the plans, in conformance with City Standard Drawing No. 304-0 and 305-0.

The Contractor shall adjust the concrete meter box for existing water blow-off assembly, to grade as shown on the plans, in conformance with City Standard Drawing No. 307-0.

The Contractor shall adjust existing miscellaneous pull boxes to grade as shown on the plans, in conformance with Caltrans Standards and Specifications (latest edition). 302-5.9 Measurement and Payment
[Amend the first paragraph to read:].

Temporary asphalt concrete work where required by the Engineer for traffic control or other purposes, or permanent full depth asphalt concrete work at existing driveway locations as required by the Engineer to maintain access, shall be considered included in the lump sum price bid for Traffic Control & Construction Phasing, and no additional compensation will be allowed.

Payment for Adjustment of SSMH and Water Valves shall be considered included in the contract unit prices for the various items of work requiring SSMH and Water Valve adjustments and no additional compensation will be allowed, therefore.
302-5.10 Crack Repair
[Is hereby added to Section 302-5:].

Cracks ¼ inch and greater shall be cleaned for the entire crack depth using sandblasting, brushing, and air blowing techniques as required to provide a crack free from all debris, dust, loose material and moisture. Gouging or plowing may be required to remove incompressible debris deep in the crack. The cleaned crack shall be filled with granulated tire rubber, plasticizer and filler, as manufactured by Crafco as Road Saver 203, or approved equal. All crack filler material shall be in conformance with the following specifications and detail A on sheet 5. The crack sealant placed shall be slightly below the pavement surface to avoid over-application and minimize bumps and wicking through the AC surface during compaction. Deep cracks should be filled with sand and covered with a thin layer of sealant.

ASTM D6690, D3405, AASHTO M173 and Federal SS-S-164 and SS-S 1041C.

All holes shall be cleaned of loose materials and filled with Asphalt Concrete Type C2 PG 70- 10 and compacted to a smooth even surface with the adjacent existing pavement. 302-5.11 Measurement and Payment
[Is hereby added to Section 302-5:].

Payment for crack repair shall be included in the contract unit prices bid for the various items of work involved, and shall include full compensation for furnishing crack routing, crack cleaning, application of crack sealant, and all labor, tools, equipment, materials and incidentals required to complete the work. No additional compensation will be allowed therefore.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-49 CIP 7475 SECTION 303

CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303-5.1 Requirements
303-5.1.1 General
[Add the following:].

New improvements shall be constructed to grades indicated on the plans and in such a manner as to match existing improvements and field conditions with proper grade to form a safe and smooth riding surface.

The Contractor shall be responsible to oversee the curing of all concrete improvements to prevent graffiti damage or other unauthorized markings in new concrete surfaces. Any concrete surface deemed unacceptable to the Engineer, shall be replaced by the Contractor at no cost to the City.

Damage to any existing improvements shall be remedied by saw cutting, removal and reconstruction at the Contractor's expense and to the satisfaction of the Engineer. Removals, relocations, and/or adjustments not covered by a separate bid item but necessary for the proposed concrete construction shall be included in the unit price bid for the various items of work involved.

The Contractor shall maintain safe access to all residents/business establishments at all times throughout the duration of the contract. The only permitted interruption to access will be during the placement of concrete.

No establishment shall be denied access more than one day at a time. Contractor shall install steel plates after finishing the concrete, to provide access during the cure period. The contractor shall pour new P.C.C. improvements in such a fashion as to not interrupt access to residents near the job site.

Should a driveway be excavated at the end of a workday, the Contractor shall provide a temporary access ramp to residences. The temporary access ramp shall be removed by the Contractor on the following day so that driveway construction can be completed. Access to building over newly placed ramp shall be provided the day following the placement of ramp. New ramp shall be protected by the contractor with the use of materials such as roofing paper, plywood, or other means approved by the Engineer. The cost for the placement of the temporary ramp/plate and its removal shall be included in the unit cost bid for the various items of work involved, and no additional compensation will be allowed, therefore.

If the Contractor is unable to pour the ADA Access Ramp or Sidewalk back within 2 calendar days after removal, the Contractor shall provide a minimum of 4 foot wide, 3” thick asphalt concrete sidewalk/curb ramps at a maximum cross fall of 2% to provide for safe passage of pedestrians and ADA access through construction areas, except when approved by the Engineer. Payment for this work, including maintenance for the temporary asphalt shall be included in various applicable items of work, and no additional compensation will be allowed, therefore.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-50 CIP 7475 Concrete sidewalk and curb ramps shall be placed on 4” sand bedding and #4 rebar dowels into existing P.C.C. Sand bedding shall consist of washed granular material with a sand equivalent greater than or equal to 30, conforming to Section 200-1.5.3 of the standard specifications. Payment for sand bedding shall be included in the contract unit price bid for the various items of work involved. No additional compensation will be allowed, therefore.
303-5.4 Joints
303-5.4.2 Expansion Joints
[Add the following:].

Expansion joints shall be constructed only where specifically designated per details on the plans, and as directed by the Engineer.
303-5.5 Finishing
303-5.5.4 Gutter
[Add the following:].

When gutter and/or cross gutter is constructed at a rate of grade less than 0.30% it shall be water tested.

If any portion of the newly constructed gutter is shown to pond water, that portion, including curb if applicable, shall be removed, reconstructed, and retested by the Contractor at no additional cost to the AGENCY.
303-5.5.5 Alley Intersection, Access Ramps, and Driveways [Add the following:].

All limits of removal for the replacement of existing concrete work item shall be per plan unless otherwise directed by the Engineer in the field. It will be the sole responsibility of the Contractor to remove and reconstruct any curb and gutter damaged by the Contractor during the construction. No additional compensation will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-51 CIP 7475 SECTION 306

OPEN TRENCH CONDUIT CONSTRUCTION
306-1 OPEN TRENCH OPERATIONS
306-1.1Trench Excavation
306-1.1.1 General
Excess Material - It shall be the Contractor's responsibility to remove and dispose of all excess material resulting from earthwork operations, including pavement, macadam, Petromat, PCC, and excavation material of any character that is not suitable for use in fill or backfill. The Contractor shall provide and maintain, at the construction site, ample means and devices with which to remove and properly dispose of all water entering the excavation. Diversion of surface water from the excavation site shall be the responsibility of the Contractor, and no separate compensation will be allowed for the removal of surface water from the excavation site. Dewatering for the structure and pipelines shall commence when ground water is first encountered, shall be continuous, and shall be accomplished by well points or some other method which will ensure a dry hole and preservation of final lines and grade of the bottom of excavation.

Contractor shall be required to verify depths of utility lines crossings prior to excavation and to adjust grade to avoid utility lines at no additional compensation.

For the purpose of shoring or bracing, a trench is defined as an excavation in which the depth is greater than five feet. All trench excavations shall be vertical cuts. Laying back the excavation to avoid shoring will not be allowed unless approved in writing by the Engineer.

The Contractor shall provide and maintain at all times during construction ample means and devises to promptly remove and properly dispose of all water entering the excavations or other parts of the work.

Removal of groundwater shall be performed to ensure a firm and stable subgrade for the construction of structures. All costs for such dewatering shall be included in the prices bid for the various items of work except as may be otherwise provided for in the bid form.

No concrete footing or floor shall be laid in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least eight (8) hours. Water shall not be allowed to rise unequally against walls for a period of twenty (28) days. Dewatering for the structures and pipelines shall commence when ground water is first encountered and shall be continuous until such time as water can be allowed to rise in accordance with the above. Dewatering shall be accomplished by trash pumps or some other method which will insure a dry hole and preservation of final lines and grade of the bottoms of excavation, all subject to the approval of the Engineer.

When the actual elevation or position of any existing pipe, conduit, or other underground appurtenances cannot be determined without excavation, the Contractor shall excavate and expose the existing improvements at the location shown on the plans and any other locations deemed necessary by the Engineer. Such excavation shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvement when Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-52 CIP 7475 it is exposed. Any adjustments in line or grade which may be necessary to accomplish the intent of the plans shall be approved by the Engineer.

The Contractor shall make arrangements for a disposal site, but in no instance shall any material be wasted or dumped in any area until permission of the owner of the property has been secured in writing, and a copy of the permit has been furnished to the Engineer. The cost of disposal of excess or waste material shall be borne by the Contractor.
306-1.1.2 Maximum Length of Open Trench
The maximum length of open trench operations shall be limited to 100 feet unless otherwise as directed by the Engineer. In no case shall such open trench length be of such extent that it causes access interference to adjacent owners/residents. Access may not be impacted to more than one (1) driveway at any time.
306-1.1.3 Maximum and Minimum Trench Width
The width of trench for water main construction shall be pursuant to City Standard Plan 102-0 or as modified within the Plans.

Banks of open trenches shall be kept as nearly vertical as possible and, necessary in order to maintain the banks vertical, the trench shall be properly sheeted and braced. In the event sheeting is required, the width of the trench may be increased a maximum of twelve (12”) inches to accommodate the sheeting. Bell holes, if applicable, shall be excavated to ensure pipe barrel resting for its entire length upon the bottom of the trench on undisturbed soil, thoroughly compacted backfill, or crushed rock/gravel bedding.

Potential trench sloughing shall be determined by the Contractor and appropriate measures shall be used to limit the sloughing into the trench excavation. All surface facilities shall be removed to neat sawcut line.

Contractor shall use caution to protect adjacent utilities from damage of sloughing into the trench during excavation. Contractor shall be responsible for all repairs to any utility damaged as a result of his construction operation.
306-1.1.5.1.1 Removal and Replacement of Surface Improvements Pavement, driveways, curbs & gutter, sidewalks, block walls, in connection with construction shall be removed in accordance with Subsection 300-1.3 and reconstruction in kind, in accordance with Section 302 or Subsection 303-5.

Existing structural sections to be removed as shown on the plans are approximate. The Contractor shall replace the pavement structural section per the typical trench section shown on the plans.

All surface facilities shall be removed to neat sawcut line. All facilities shall be reconstructed in accordance with the SPPWC and City of Brea Standards and Specifications. Contractor shall remove and reconstruct interfering portions of existing block walls, as required to construct the new water main. Block walls shall be reconstructed to match existing in kind, as directed by the Engineer.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-53 CIP 7475 Payment for removal and replacement of surface improvements as described above shall be included in the bid price for furnishing and installation of the various items of work involved. 306-1.1.6 Bracing Excavations
Trench safety and steel trench box shoring of excavations shall comply with the requirements of the General Specifications. The Contractor shall be required to supply a copy of any permit required by the Division of Industrial Safety at the time of the pre-construction meeting.

Excavation of any trench more than five (5) feet in depth shall not begin until the Contractor has received approval from the Engineer of the Contractor’s detailed plan for worker protection from the hazards of caving ground during the excavation of such trench. Such plan shall show the details of the design of steel trench box shoring, bracing, sloping or other provisions to be made for worker protection during such excavation. No such plan shall allow the use of shoring, sloping or protective system less effective than that required by the Construction Safety Orders of the Division of Occupational Safety and Health, and the shoring plan shall be prepared and signed by an engineer who is registered as a Civil or Structural Engineer in the State of California.

The cost of furnishing and installing the steel trench box, bracing or other provisions required for worker protection, for the protection of any items shown on the plans to be protected in place, or for the protection of any new or existing improvements, shall be included in the contract bid price all relative bid items for which the shoring is required, and no additional payment will be allowed. All material used for protection shall be removed from the project unless it has been approved to remain in place by the Engineer.
306.1.2.1 Bedding
The installation Blanket Protection for Pipes, at locations shown on the plans, shall conform to the requirements of SPPWC Standard Plan No. 225-2 and all applicable Sections of the Standard Specifications, as directed by the Engineer.

Placing backfill uniformly on all sides shall mean limiting the differential fill level to two feet or less.

Backfill material shall be crushed aggregate base (CAB), sand (SE30 Min), 1-Sack, 1-1/2-Sack, or 2 Sack Slurry material conforming to Section 200 of the Standard Specifications, per City of Brea Standard Plan No. 219-0 and 102-1, and as directed by the Engineer or as shown on the plans. No crushed miscellaneous base shall be used.

If any trench, through the neglect of the Contractor, is excavated below the grade required by the plans and these special provisions, it shall be refilled to grade with additional bedding. The excess excavation and the additional bedding shall be at the Contractor’s sole expense.

Should over-excavation of soft, spongy, or unstable trench bottom material be the result of the Contractor's failure to remove ground water in a timely and continuous manner or failure to divert surface water flow away from the excavation site, the Contractor shall be required to over-excavate and re-establish the trench bottom line and grade at his own cost per these Special Provisions.

Full compensation for conforming to the requirements of Bedding and Backfill for water main pipe, fittings and appurtenances, and other structures shall be considered as included in the contract unit Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-54 CIP 7475 prices bid for the various items of work involved and no additional compensation will be allowed, therefore.
306-1.3.1 Backfill and Densification:

General
All backfill shall be placed as specified in Subsection 306-1.3.2 or 306-1.3.3 and shall be in accordance with the following:

The remaining portion of the trench from the top of the bedding material to the subgrade shall be backfilled, compacted, and/or consolidated by approved methods to obtain relative density of ninety percent (90%). For full depth replacement of pavement structural section the upper 12” of subgrade shall be compacted to obtain ninety-five (95%) relative compaction.

Backfill material shall have a minimum sand equivalent of 30 when tested in accordance with ASTM D-2419. Project excavation may be used as backfill only when it meets the requirements of Trench Backfill Material within these Special Provisions.

In backfilling under streets, there shall be no flooding of the trench within the upper forty-eight inches (48”). Flooding below this point shall be accomplished in strict conformance with the soils investigation on file.

The Contractor shall be responsible for protecting the adjacent water and sewer mains in place. This includes protecting in place or replacing the bedding of these utilities to maintain adequate support.

Compaction testing within the trench area shall be performed by the AGENCY, however the means and methods to achieve the placement and compaction requirements for the backfill material is the responsibility of the Contractor per these Special Provisions and Standard Specifications. The Contractor shall provide the AGENCY its means and methods to achieve the backfill requirements and provide backfill material from the approved backfill submittal supplier to the AGENCY for testing prior to commencement of work.
306-1.4 Testing Pipelines
306-1.4.1 General
Contractor shall perform the pressure and Bac-t testing of the new water pipe pursuant to the City requirements as provided in Appendix A and provide a testing plan to the Engineer for approval prior to commencing work. Contractor to coordinate the pressure testing and Bac-T testing with the Engineer. The Contractor shall provide the testing laboratory name and certification and contact information as part of the required submittals. All Bac-t tests shall be signed and certified by the approved laboratory and reports shall be submitted to the Engineer for approval prior to acceptance of the main line and tie-in to existing City water system. 306-1.5 Basis of Payment for Open Trench Installations

Payment for open trench operations shall be included in the contract unit prices bid for the various items of work involved, and no additional compensation will be allowed.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-55 CIP 7475 Payment for temporary trench resurfacing and/or plating shall be included in the contract lump sum price bid for Bid for Traffic Control and Construction Phasing, and no additional compensation will be allowed, therefore.

Relative compaction requirements shall be in accordance with Section 306, “Underground Conduit Construction” of the SSPWC. Areas not passing compaction shall be re-compacted and retested by the City at the Contractor’s sole expense, until the required compaction is met. Backfilling over a lift that failed compaction is not permitted.
306-3 TRENCH EXCAVATION
306-3.3 Removal and Abandonment of Existing Conduits and Structures [add the following:]
If groundwater is encountered, the Contractor shall dispose of it by any method acceptable to the Engineer and in conformance with NPDES requirements. The trench shall be dewatered to a minimum depth of 12 inches below trench bottom. The cost of any dewatering shall be included in the cost of pipe construction and no additional compensation will be allowed therefor.

The existing water lines to be abandoned as shown on the Plans are to be abandoned in place and phased out of service as the connections to the new water main are phased into service, including but not limited to, the connection of existing service laterals and fire hydrants, and connections to existing water lines that are to remain in service. The Contractor, prior to beginning work on the new water line connections, is to provide the Engineer with an accurate and detailed construction schedule depicting the phasing out of existing water lines with the construction of the new water line connections, including the transfer of service laterals and fire hydrants such that on any given day, the AGENCY is assured that disruption to existing service laterals and fire hydrants (existing or new) is minimized at all times. The Contractor will be required to provide evidence to the AGENCY prior to leaving the job site at the end of each workday that all service laterals and fire hydrants within the project area are fully operational, and that in the case of an emergency, a Contractor’s representative can be reached at all times.

The Contractor shall notify residents 48 hours in advance of interruption of water service. 306-4 SHORING AND BRACING
[add the following:].

Shoring Plans for the project trenching are contained in Appendix J of these specifications.

The Contractor will be required to show proof to the CITY that necessary permit(s) and notification(s) have been made to the proper authorities regarding trench excavation five (5) feet or deeper prior to start of any work. The Contractor will NOT be allowed to begin work until this has taken place. The Contractor will not be allowed any additional workdays for delays associated with receiving the required permit(s) or submitting the required notification(s).

Payment for bracing excavations is considered included in the various items of work.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-56 CIP 7475 306-6 BEDDING
306-6.1 General
[add the following:].

Trench bedding for underground piping shall be placed in accordance with the details shown on the Plans, City Std. Plan 102-0, and the Standard Specifications. Bedding for the new water main shall be per City Std. Plan 313-0, sand bedding shall be as specified herein and extended a minimum of one- foot above the top of pipe. The pipe bed shall be graded to provide a firm support along the pipe barrel.

If the Engineer determines that the Contractor is not able obtain the required compaction in areas under curb and gutter, cross gutter, curb or structures, Trench Backfill Slurry meeting the specifications as called for in Table 201-1.1.2(A) of the Standard Specifications will be required.

The Contractor shall contact Rudy Correa, City of Brea Water Supervisor, at (714) 990-7691, to schedule the shut-down of any water valves prior to cutting of any existing water main line or lateral.

Forty-eight (48) hour prior notice is required by the City for all scheduled shutdowns. The Contractor shall not operate any active valve without approval of the City Water Department.

Payment for bedding is considered included in the contract unit price bid for various applicable items of work and no additional compensation will be allowed therefor. 306-8 PREFABRICATED PRESSURE PIPE
306-8.1 General
[add the following: ].

The Contractor shall join the existing water mains at the locations shown on the Plans. Prior to being placed in service, all connections shall be tested, chlorinated, and disinfected in accordance with the American Water Works Association (AWWA) and City requirements. The Contractor is to remove a sufficient length of any existing water main to be abandoned to facilitate the connection to the existing water main. The connection to the existing water mains will occur with the appropriate couplings, with restraint glands and/or reducer, including thrust blocks. Open ends of existing water mains to be abandoned shall be plugged with concrete.
306-8.3 Steel Pipe
306-8.3.2 Installation
[add the following:].

Utility Under-crossings
It is the Contractor’s responsibility to pothole and determine the final depth required to obtain the minimum clearance from existing utilities. The minimum clearance between utilities and the proposed waterline is 12-inches, unless otherwise directed by the Engineer.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-57 CIP 7475 The Contractor shall allow for the necessary depth of excavation at each crossing for adequate clearance and construction at no additional price. No additional compensation will be allowed, therefore.

Resilient Wedge Gate Valve:

Gate valves shall be installed per City of Brea Std. Plan No. 302-0, 309-0 and all other applicable standards and specifications.

Facilities Identification:

Installation of Pipe Warning Tape, and Tracer Wire: Warning tape shall be installed directly on the top of the pipe longitudinally and shall be centered. The warning tape shall be installed continuously for the entire length of the pipe and shall be fastened to each pipe length by plastic adhesive tape banded around the pipe and warning tape at no more than 2-foot intervals. Taping attached to the sections of pipe before laying in the trench shall have 5-foot minimum overlap for continuous coverage. All risers between the main line and control valves shall be installed with warning tape.

Tracer Wire: Tracer wire shall be installed on top of the pipe and under the warning tape. Wire shall be continuous strand. Crimpable copper butt splice kits are permitted in valve cans only. For main line valve cans, wire shall be routed up the outside of the valve riser, into the valve can at the top,12- inch looped, and back down the outside of the valve riser. 306-12 BACKFILL
306-12.1 General
[Add the following:].

The Contractor shall perform the trench densification (compaction) immediately following the backfill of the trench and just prior to placement of the temporary AC Pavement cap. Payment for the placement and removal of this temporary AC Pavement cap is considered included in the various items of work and no additional compensation will be allowed therefore. 306-12.3 Mechanically Compacted Trench Backfill
306-12.3.1 General
[Add the following:].

The Contractor accepts full liability for structural integrity of the new water line during mechanically compacted backfill operations. No additional compensation will be allowed for any repair, time delays or other actions caused by the use of mechanical compaction devices used by the Contractor. 306-12.3.2 Compaction Requirements
[Amend to state:].
c) 95 percent relative compaction within the trench zone.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-58 CIP 7475 306-12.4 Jetted Trench Backfill
306-12.4.1 General
[replace section with the following:].

Water densified backfill will not be permitted.
306-13 TRENCH RESURFACING
306-13.1 Temporary Resurfacing
[add the following:].

Temporary resurfacing or plating shall be placed as soon as the condition of the backfill is suitable to receive it and it shall remain in place until the permanent resurfacing is constructed. The grade of the backfill on which the temporary resurfacing is to be placed shall be such as to provide the full thickness of temporary resurfacing. The Contractor shall be responsible for maintaining said temporary patching and plating at all times, until permanent resurfacing has been completed by the Contractor. Steel plating shall include temporary asphalt concrete pavement transitions, as required by the Engineer.

The temporary resurfacing shall be placed, rolled, and maintained by the Contractor.

Unless permanent pavement is placed immediately, temporary bituminous resurfacing, a minimum of 2-inches thick shall be placed and maintained. Wherever excavation for pipe trench or other water improvements are made through pavement, or cross-gutters. At high traffic volume locations, a greater thickness may be ordered.

Payment for temporary trench resurfacing and/or plating shall be included in the contract lump sum price bid for Bid for Traffic Control and Construction Phasing, and no additional compensation will be allowed, therefore.
306-13.2 Permanent Resurfacing
[add the following:].

The Contractor shall replace the street section, pavement, and aggregate base in accordance with the plans and specifications and to the satisfaction of the Engineer in all areas where the pipeline is constructed within the paved or surfaced portion of the street.

Permanent trench resurfacing within parkway areas shall be restored to match existing PCC and miscellaneous hardscape improvements, landscape planting and/or sod, block wall reconstruction and restoration of irrigation improvements, as directed by the Engineer.

Full compensation for conforming to the requirements of Permanent Resurfacing for water main pipe, fittings and appurtenances, and other structures shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed, therefore.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-59 CIP 7475 SECTION 310

PAINTING
[Delete Section in total and substitute with the following:] 310-1 TRAFFIC SIGNING, STRIPING AND MARKINGS
Pavement traffic signing, striping and markings including raised lane line and fire hydrant reflective markers (RPM’s) shall be provided and installed at the locations and per the Standard Drawings indicated on the plans, as directed by the Engineer and in accordance with the following Special Provisions.

Contractor shall restore pavement traffic striping and marking damaged during construction to original condition.

Pavement marking and striping shall conform to the provisions of Section 84, “Traffic Stripes and Pavement Markings,” of the Caltrans Specifications and these Special Provisions.

Paint and glass beads shall be furnished and applied by the Contractor.

Two (2) coats of paint shall be applied to painted striping lane and control lines with a minimum seven (7) days between coats. Reflective material consisting of glass beads shall be applied to the surface of each coat of paint prior to setting so that the beads shall have proper adhesion.

Glass beads shall conform to State Specifications 8010-IIE-22 Type II and shall be mechanically applied at a rate of six (6) to eight (8) pounds of beads per gallon of paint. Glass beads shall be applied to pavement striping by a dispensing device developed for this purpose or other methods approved by the Engineer.

Where sandblasting is used for the removal of traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within ten feet of the traveled way, the residue, including dust, shall be removed immediately after contact between the sand and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operations.

Contractor will not be required to use a vacuum attachment under the following conditions:

1. When approved by Agency

2. When the blasting sand will be confined by mechanical means to a small area.

3. When a sweeper (preferably a vacuum type) will immediately follow the blasting operation or when traffic can be safely routed around the sand until swept up.

Spotting shall be completed prior to the removal of any temporary striping of traffic control devices. Existing temporary stripes and markings shall be removed prior to painting new ones, but in no case shall any section of street be left without proper striping for more than 24 hours or over weekends or holidays.

All legends, including limit lines, shall be striped within 72 hours after the street (if applicable) has received the final surface course.

Bid Documents - Not for Construction
Carbon Canyon Road High Pressure Waterline E-60 CIP 7475 Contractor shall be responsible to place and maintain temporary traffic control(s) during the period that the lane lines are obliterated.

Striping shall be supplemented with raised pavement markers as required by the Standard Drawings, referenced on the plans. In addition, blue raised pavement markings shall be installed adjacent to fire hydrants and fire department connection in conformance with City of Brea Standard Drawing 306-0.
• One marker for every fire hydrant
• Two markers for hydrants located at corners
Raised pavement markers shall conform to provisions in Section 85, “Pavement Markers” of Caltrans Specifications, State of California Traffic Manual and these Special Provisions.

Hot melt bitumen adhesive shall be used to cement the markers to the pavement.

Grinding shall not be permitted.

All existing raised pavement markers shall be removed by the Contractor prior to cold milling of the existing pavement or construction of the slurry seal.

All pavement striping and markings shall conform to the standards of applicable portions of the current State of California, Department of Transportation Manual on Uniform Traffic Control Devices (MUTCD), and Standard Plans A20A-C and A24A-D.

Temporary Striping, Signing, Raised Pavement Markers:

The Contractor shall be responsible for the placement of all required temporary signing, striping, and markings and the removal of existing stripes and markings in the installation of required temporary striping.

Traffic striping and markings shall be removed before any change is made in the traffic pattern.

Removal shall be coordinated with the installation of new pavement markings to provide continuous, non-conflicting guidance to public traffic.

Should temporary striping be required on the finished asphalt surface, the method and configuration must be approved by the Engineer for approval prior to placement.

At no time shall the street be open to traffic without delineation to separate opposing traffic.

Temporary delineation type shall be at the inspector's discretion.

In general, temporary reflectorized markers are the preferred type of temporary delineation.

Bid Documents - Not for Construction

NOT TO SCALE

CITY OF BREA, CALIFORNIA

CONSTRUCTION PLANS
FOR

PRIVATE ENGINEER'S

SHEET INDEX

ENGINEER'S NOTES TO CONTRACTOR

VICINITY MAP
UNAUTHORIZED CHANGES AND USES:

SHEET DESCRIPTION

NOTICE TO CONTRACTORS
IN THE

LAMBERT RD
1 2
4 - 12
13 14 - 16
17 - 26

TITLE SHEET

GENERAL NOTES AND DETAILS

WATER LINE PLAN AND PROFILE

UTILITY SECTIONS

PAVEMENT STRIPING PLANS

TRAFFIC CONTROL AND STAGING PLANS

PROJECT CONTACTS

DAVE GATE

MARIA GUZMAN

STEVE ALCALA

VICTOR PEDROZA

TOM MONAHAN

CHE VENEGA

STAN YARBROUGH

KIERAN CALLANAN

MIKE ROBERTS

DAVID FELGER

TERI SHINDE

LEO MARTINEZ

CALEB KING
APRIL C. HARVEY

MICHAEL EIDMAN

MICHAEL HO
SERVICES / COMPANY CONTRACT PERSON EMERGENCY TELEPHONE NO.

TIME WARNER COMMUNICATION

AT&T-TCA
SOUTHER CALIFORNIA GAS CO.

SOUTHERN CALIFORNIA EDISON

VERIZON TELEPHONE
CALIF. DOMESTIC MUN. WATER CO.

GOLDEN STATE WATER CO.

OC METROPOLITAN WATER DIST.

CHEVRON OIL
SHELL PIPELINE., LP
EXXON-MOBIL PIPELINE CO.

CONOCO PHILLIPS
CENTURYLINK - LEVEL 3

CRIMSON PIPELINE, LP

PLAINS ALL AMERICAN PIPELINE

CITY ENGINEER

BREA WATER DEPARTMENT
BREA MAINTENANCE DEPT.

BREA POLICE DEPT.

BREA FIRE DEPT. - ADMINISTRATION
BREA-OLINDA UNIFIED SCHOOL DIST.

BREA DISPOSAL

BREA POST OFFICE
(714) 903-8380 OR 903-8260
(714) 666-5467
(714) 634-3185
(714) 870-3228
(562) 903-7939
(562) 947-3811
(714) 535-8010 EXT. 320
(213) 217-7474
(714) 228-1530
(310) 816-2063
(310) 212-1794
(805) 226-2656
(918) 547-0007
(562) 285-4112
(562) 728-2394
(714) 990-7666
(714) 990-7697
(714) 990-7691
(714) 990-7626
(714) 990-7644
(714) 990-7800
(714) 238-3300
(714) 529-2163

CARBON CANYON ROAD

CALIFORNIA
CIP NO. 7475

HIGH PRESSURE WATER MAIN IMPROVEMENTS

FROM SANTA FE ROAD TO APPROXIMATELY
2,200± E/O BREA HILLS AVENUE

CARBON CANYON

ROAD PROJECT

LOCATION
CIP #____

INDEX LEGEND
#
# STRIPING SHEET

WATER LINE PLAN AND PROFILE SHEET

NOT TO SCALE

LOCATION MAP N KRAEMER BLVD

BIRCH ST
90 57

IMPERIAL HWY

BREA HILLS
AVE

THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 EPOCH 2017.50 AS DERIVED FROM GEODETIC VALUES PUBLISHED BY CALIFORNIA SPATIAL REFERENCE CENTER.

FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "2L-15-70", SET IN THE TOP OF A CONCRETE HEADWALL. MONUMENT IS LOCATED ALONG THE NORTHERLY SIDE OF CARBON CANYON ROAD, 1.0 MILES EASTERLY OF THE CENTERLINE OF VALENCIA AVENUE, 26.7 FT. NORTHERLY OF THE CENTERLINE OF CARBON CANYON AND 150 FT. EASTERLY OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING TO THE NORTH. MONUMENT IS SET 2.5 FT. BELOW THE SURFACE OF CARBON CANYON.

ELEV 465.250 NAVD 88

SURVEY NOTES

BASIS OF BEARING

BENCHMARK
APPROVED BY:

R.C.E. NO.:

CITY ENGINEER
EXP. DATE:

SHEET
OF
REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D

CITY OF BREA

PUBLIC WORKS DEPARTMENT

REVISIONS CITY REVIEW BLOCK

ENGINEERING

TRAFFIC ENGINEERING

MAINTENANCE - STREET

MAINTENANCE - WATER

MAINTENANCE - PARKS

REVIEWED BY DATE
PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, PE DATE
R.C.E. NO. 42407 CIP 7475 CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS 3-31-26
42407
RICK KREUZER 2/28/2024 4:16:56 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\01 - CARBON CANYON RD WL - TITLE.DWG - DAVID JARVI R
Know what's below.

Call before you dig.

26 18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP

LAMBERT RD

SANTA FE RD

BIRCH ST

CARBON CANYON RD
142
142
90 SANTA FE RD

VALENCIA AVE

ROSE DR

SANTA FE RD

CARBON CANYON ROAD

CARBON CANYON

REGIONAL PARK

CHINO HILLS STATE PARK DISCOVERY CENTER
4 5
6 7
8 9
10 11
12 15
14 16

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST

OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.

THE CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING WORK SHOWN ON OR

RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS".

THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND ALL SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS".

CONTRACTOR FURTHER AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY

FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,

INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,

REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE CIVIL ENGINEER.

THE CIVIL ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES

TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF BREA.

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BREA STANDARD PLANS, CALTRANS STANDARD PLANS (2018), SPPWC STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2015).

2. THE CONTRACTOR SHALL MAKE A PHYSICAL INSPECTION OF THE PROJECT SITE

AND REPORT ALL VARIATIONS, INCONSISTENCIES, OR CHANGED CONDITIONS TO THE ENGINEER PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY ASSUMPTIONS, REMEDIAL ACTIONS, OR ADAPTATIONS MADE IN THE FIELD WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

3. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGES OR ALTERATIONS

TO EXISTING PUBLIC IMPROVEMENTS TO THE SATISFACTION OF THE CITY ENGINEER AT NO COST TO THE CITY.

4. ALL DIMENSIONS SHALL BE VERIFIED BY PLANS OR FIELD INSPECTION. AT NO TIME SHALL ANY DIMENSIONS BE SCALED FROM PLANS. CONTRACTOR SHALL

NOTIFY THE ENGINEER OF ALL VARIATIONS IN DIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

5. ALL JOINTS AND JOIN LOCATIONS AND UNDERGROUND UTILITY LOCATIONS SHALL BE FIELD VERIFIED.

6. AT ALL TIMES, GUTTER AND SWALE GRADES SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED.

7. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND EFFECTED AGENCIES AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

8. ALL ASPHALT PAVEMENT IMPROVEMENTS INDICATED TO BE REMOVED SHALL BE SAWCUT WITH STRAIGHT LINES AT THE LINE OF REMOVAL.

9. ALL WORK IN THE PUBLIC RIGHT-OF-WAY, ONCE BEGUN, MUST BE DILIGENTLY PURSUED UNTIL COMPLETION AS SOON AS POSSIBLE.

SANTA FE RD

INTERSECTION

BREA HILLS AVE
3 CONSTRUCTION DETAILS

TITLE SHEET

CARBON CANYON ROAD
HIGH PRESSURE WATER LINE 1
SPECTRUM ABRAHAM RODRIGUEZ (951) 406-1601

BID PLAN SET - NOT FOR CONSTRUCTION

1. ALL WORK SHALL CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS OF THE CITY OF

BREA, STANDARD PLANS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREENBOOK) 2015 EDITION AND CALTRANS STANDARDS AS APPLICABLE. ALL WORK SHALL BE SUBJECT TO THE CITY ENGINEER’S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR.

2. WORK NOT DONE IN THE PRESENCE OF THE CITY INSPECTOR IS SUBJECT TO REJECTION.

3. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE COMPLETED WITHOUT DELAY SO AS TO

PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO TRAVELLING PUBLIC.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT

ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER

RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH PROJECT CONSTRUCTION.

5. ANY WALLS, FENCE, STRUCTURE AND/OR APPURTENANCE ADJACENT TO THIS PROJECT SHALL BE PROTECTED IN PLACE. IF THE CONTRACTORS ACTIVITIES DAMAGE OR ADVERSELY

AFFECT SAID ITEMS IN ANY WAY, THE CONTRACTOR IS RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY.

6. ALL DAMAGED AND/OR REMOVED DRIVEWAY APPROACH, P.C.C SIDEWALK OR CURB AND

GUTTER SHALL BE RECONSTRUCTED ACCORDING TO THE CITY OF BREA STANDARD DRAWINGS (UNLESS NOTED OTHERWISE).

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA.

8. THE CONTRACTOR IS RESPONSIBLE FOR OVERALL JOBSITE MAINTENANCE; INCLUDING BUT NOT LIMITED T0 STREET/SITE SWEEPING, TRASH AND/OR CONSTRUCTION-RELATED DEBRIS/WASTE, STORMWATER POLLUTION PREVENTION BMP'S, ETC.

9. NO TRENCHES MAY BE LEFT OPEN OVERNIGHT UNLESS APPROVED IN WRITING BY THE CITY ENGINEER. SHOULD THE CONTRACTOR REQUEST TO LEAVE THE TRENCHES OPEN A PLAN

FOR PROTECTING THE TRENCH AND THE PUBLIC SHALL BE SUBMITTED TO THE CITY ENGINEER IN WRITING FOR APPROVAL BEFORE BEING IMPLEMENTED.

10. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A) AS REQUIRED PROR TO THE START OF THE WORK. UPON EXPOSING ANY UTILITY’S UNDERGROUND FACILITY, THE CONTRACTOR SHALL NOTIFY THAT UTILITY IMMEDIATELY. IF ANY UTILITIES OR

FACILITIES CONFLICT WITH PROPOSED IMPROVEMENTS, THE CITY ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

11. ALL TRAFFIC CONTROL DEVICES AND SIGNS SHALL BE IN PLACE PRIOR TO BEGINNING OF EXCAVATION, TRAFFIC CONTROL SHALL BE APPROVED BY THE CITY ENGINEER. STREET STRIPING SHALL BE COMPLETED PRIOR TO STREET OPENING.

12. CONSTRUCTION SITE SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF

MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT:

CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. POTENTIAL POLLUTIONS INCLUDE BUT ARE NOT; SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/ EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/ EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, DISPOSABLE, OF SUCH MATERIALS SHOULD OCCUR

IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED

FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

13. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED

GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

14. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN 5:00 PM AND 7:00 AM ON ANY WEEK DAY AND NOT ON

SATURDAY, OR SUNDAY, OR HOLIDAYS AT ANY TIME EXCEPT AS APPROVED IN WRITING BY THE CITY ENGINEER.

15. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY/

SUBSTRUCTURE CROSSINGS AND WITHIN THE ALIGNMENT OF THE PROPOSED IMPROVEMENTS BEFORE CONSTRUCTING ANY WATER ON SEWER LINES. THE CONTRACTOR

SHALL PROTECT IN PLACE ALL EXISTING UTILITIES/ SUBSTRUCTURES ON THESE PLANS AND THOSE FOUND DURING CONSTRUCTION.

16. THE CONTRACTOR IS ADVISED THAT ALL EXCAVATED MATERIALS SHALL BECOME HIS

PROPERTY FOR BACKFILL SUBJECT TO APPROVAL OF SOILS ENGINEER AND ANY UNUSED

MATERIAL SHALL BE REMOVED FROM THE JOB UNLESS INSTRUCTED BY THE CITY ENGINEER TO DO OTHERWISE.

17. THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE. THE CONTRACTOR SHALL ESTABLISH ADEQUATE

ACCESS TO ALL ENTRIES/ DRIVEWAYS/ GARAGES AND PARKING LOTS DURING THE WORKING DAY TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL GIVE COURTEOUS

NOTICE (KNOCK ON DOOR) TO AN ADJACENT PROPERTY IMMEDIATELY PRIOR TO BLOCKING ENTRY/ DRIVEWAY/ GARAGE ACCESS. PEDESTRIAN ACCESS IS TO BE PROVIDED AND MAINTAINED BY THE CONTRACTOR.

18. THE CONTRACTOR SHALL ADJUST MANHOLES AND VALVE COVERS TO FINISHED GRADE. THE

CONTRACTOR SHALL ADJUST, TIGHTEN AND/OR REPAIR MANHOLES, LIDS AND COVERS BY

THE END OF EACH WORKING DAY TO ENSURE MINIMAL IMPACT (NOISE AND OTHERWISE) TO ADJACENT PROPERTY OWNERS.

19. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THE COMPLETION OF THE

PROPOSED IMPROVEMENTS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CALIFORNIA (LATEST EDITION) TO THE SATISFACTION OF THE CITY ENGINEER. WORK

WITHIN IMPERIAL HIGHWAY RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLANS WHICH ARE PART OF THE PROJECT SPECIFICATIONS.

THIS TRAFFIC CONTROL WORK WILL BE DONE IN CONFORMANCE WITH THE CALTRANS ENCROACHMENT PERMIT FOR THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY TO POST “NO PARKING – TOW AWAY” SIGNS WITH SPECIFIC DATES/TIMES AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF ACTUAL WORK. NO LANE CLOSURE WILL BE ALLOWED ON IMPERIAL HIGHWAY BETWEEN THE HOURS OF 9:00 AM AND 3:00 PM MONDAY THROUGH FRIDAY.

20. USE OF TRENCH PLATING MAY BE APPROVED BY THE CITY ENGINEER UPON SUBMITTAL OF A PLATING PLAN AND APPROVAL OF PLAN BY THE CITY ENGINEER. ALL PLATES SHALL BE FIRMLY SUPPORTED ON ADJACENT PAVEMENT OR BEAMS. ALL PLATES IN A.C. PAVEMENT SHALL BE STUDDED INTO PAVEMENT WITH TOP OF PLATES FLUSH WITH PAVEMENT SURFACE.

THERE SHALL BE NO OPENINGS BETWEEN PLATES. PLATES SUPPORTED ON BEAMS SHALL BE BOLTED TO OR WELDED TO BEAMS BY TACK WELDING. TACK WELDING SHALL BE REQUIRED OF CONTIGUOUS PLATES. PLATES SHALL BE SECURED SO AS TO NOT MOVE, SLIP OR SLIDE AND CAPABLE OF CARRYING H-20 LOADING. ALL PLATE SURFACES SHALL BE ROUGHENED OR RAISED TO MINIMIZE TIRE SLIPPAGE. FOR CONCRETE SECTION OF STREETS THE PLATES MAY

BE PLACED ON SURFACE AND HELD IN PLACE WITH ASPHALT CONCRETE EDGE BERMS AND STUDS INTO DRILLED HOLES.

CONTRACTOR SHALL PROVIDE 72-HOUR WRITTEN NOTIFICATION AFFECTED STUDS INTO DRILLED HOLES.

21. THE CONTRACTOR SHALL PROVIDE A 72-HOUR WRITTEN NOTIFICATION TO AFFECTED

PROPERTIES (IN A DOOR-HANGER FORMAT), POLICE DEPARTMENT, AND FIRE DEPARTMENT IN

THE EVENT OF A STREET CLOSURE TO TRAFFIC AND/OR PUBLIC SAFETY VEHICLES OR IMPLEMENTATION OF PARKING RESTRICTIONS. THE CONTRACTOR SHALL COORDINATE THE

PROJECT WORK AND ASSOCIATED PICK-UP ROUTES WITH THE CITY REFUSE COLLECTION COMPANY (BREA DISPOSAL) PRIOR TO THE COMMENCEMENT OF WORK.

22. THE CONTRACTOR SHALL FURNISH AND OPERATE A SELF-LOADING STREET SWEEPER WITH

SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER CONSTRUCTION, INCLUDING RESTORATION, IS INCOMPLETE.

23. ALL PORTLAND CEMENT CONCRETE (P.C.C.) AND ASPHALT CONCRETE (A.C.) SHALL BE REMOVED TO A SAWCUT, COLD JOINT, SCORE MARK OR EDGE OF PAVEMENT. NO “FLOATER” SLABS WILL BE PERMITTED. SAWCUT SLURRY SHALL BE REMOVED WITH A VACUUM MACHINE AND DISPOSED OR PROPERLY. NO SLURRY SHALL BE ALLOWED TO ENTER THE STORM DRAIN SYSTEM.

24. A PERMIT IS REQUIRED FOR ALL WORK ON CITY STREETS. THE CITY WILL ISSUE, “NO FEE” PERMIT TO THE CONTRACTOR. SHOULD THE CONTRACTOR OPERATION INVOLVE ANOTHER AGENCY’S JURISDICTION OR INFRASTRUCTURE A PERMIT AND INSPECTION SHOULD BE OBTAINED FROM THAT AGENCY. THERE MAY BE A FEE REQUIRED FROM THAT AGENCY.

25. IN SOME CASES MATCH LINES MAY OVERLAP FROM PLAN SHEET TO PLAN SHEET.

CONTRACTOR SHOULD REVIEW PLANS THOROUGHLY.

26. ALL PORTIONS OF STREET AFFECTED BY CONSTRUCTION, AS DETERMINED BY CITY ENGINEER. OUTSIDE OF TRENCH INCLUDING T-CUT SHALL BE RESTORED PER CITY OF BREA STD DWG 102-0. SHOULD ANY LINEAR OR AREA TRENCH JOINT BE LOCATED WITHIN 36” OF AN

EXISTING PAVEMENT PATCH AND/OR CURB AND GUTTER ALIGNMENT, THE ADJACENT

PAVEMENT SECTION/ PATCH MUST BE REMOVED AND REPAVED ALONG WITH THE TRENCH PAVEMENT RESTORATION. ALL STRIPING & PAVEMENT MARKING SHALL BE REPLACED IN EXISTING & IN NEW PAVEMENT. GRINDING TO BE PERFORMED PER CITY ENGINEER INSTRUCTION. ALL TRAFFIC SIGNAL LOOPS DAMAGED BY PROJECT WORK SHALL BE REPLACED IN THEIR ENTIRETY BACK TO CONTROL PANEL. CONTRACTOR SHALL TUNNEL

UNDER AND PROTECT IN PLACED STAMPED CONCRETE OR PAVERS, CROSSWALKS, CURB & GUTTERS. SHOULD CROSSWALKS BE DAMAGED ENTIRE CROSSWALK FROM CURB TO CURB

SHALL BE REPLACED IN KIND WITHOUT ANY ADDITIONAL COMPENSATION TO THE CONTRACTOR.

27. CONTRACTOR AND ALL SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO

THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH THE “OCCUPATIONAL SAFETY AND HEALTH REGULATIONS” OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS’ “CONSTRUCTION SAFETY ORDERS”. PRIOR TO COMMENCING THE EXCAVATION OF A TRENCH 5 FEET IN DEPTH OR GREATER AND INTO WHICH A PERSON WILL BE REQUIRED TO DESCEND. THE CONTRACTOR SHALL FIRST OBTAIN A

PERMIT TO DO SO FROM THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA (CAL OSHA) PURSUANT TO 7-10 4.1. CONTRACTOR SHALL SUBMIT A COPY OF THE SHORING PLAN AND PERMIT TO THE ENGINEER PRIOR TO EXCAVATION.

28. THE CITY SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS’ COMPLIANCE WITH THE “OCCUPATIONAL SAFETY AND HEALTH REGULATIONS” OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STARE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS’ “CONSTRUCTION SAFETY ORDER”.

29. THE LAND SURVEYORS ACT, SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE, AND SECTION 732.05, 1492-5, 1810-5 OF THE STREETS AND HIGHWAY CODE REQUIRE THAT EXISTING SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED. IF DAMAGED

THEY ARE TO BE REPLACED AND A RECORD OF SURVEY IS TO BE PREPARED BY THE PROJECT SURVEYOR AND FILED WITH THE CITY ENGINEER AND THE COUNTY SURVEYOR.

30. BIDDERS MUST HOLD A VALID CALIFORNIA CLASS A CONTRACTOR’S LICENSE.

31. THERE SHALL BE A MINIMUM OF 1 CERTIFIED EMPLOYEE ON SITE AT ALL TIMES ON

CONSTRUCTION WITH RED CROSS FIRST AID TRAINING INCLUDING CPR TRAINING FOR THIS PROJECT. ALL EMPLOYEES ON THE PROJECT ARE TO HAVE CERTIFIED TRAINING FOR CONFINED SPACE WORK IN VICINITY OF SEWER. COPIES OF THE EMPLOYEE CERTIFICATES SHALL BE PROVIDED TO THE CITY ENGINEER. ALL EQUIPMENT NEEDED TO ENTER CONFINED

SPACE/SEWER MANHOLES SHALL BE STORED ON THE PROJECT SITE AND USED FOR ANY AND ALL SUCH INSTANCES.

32. BASED ON INFORMATION OBTAINED FROM UTILITY/ SUBSTRUCTURE OWNERS POSSIBLE CONFLICT LOCATIONS HAVE BEEN SHOWN ON THE PLANS. HOWEVER, THERE MAY BE OTHER CONFLICT LOCATIONS. THE INFORMATION PROVIDED BY UTILITY/SUBSTRUCTURE OWNERS IN VARIOUS INSTANCES DOES NOT INDICATE DEPTHS TO THEIR FACILITIES. WHERE DEPTH

INFORMATION WAS NOT AVAILABLE THE UTILITIES/ SUBSTRUCTURES HAVE BEEN PLOTTED AT DEPTHS AT WHICH SUCH UTILITIES/ SUBSTRUCTURES ARE COMMONLY FOUND. IN THE EVENT

OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT AT NO ADDITIONAL COST TO THE CITY.

33. TREES, FOLIAGE, SIGNS, PARKING METERS AND OTHER IMPROVEMENTS SHALL BE

PROTECTED IN PLACE AND ANY DAMAGE TO EXISTING IMPROVEMENTS, PUBLIC OR PRIVATE, SHALL BE REPLACED IN KIND.

34. THE CONTRACTOR SHALL POTHOLE IN ADVANCE OF OPENING A TRENCH TO VERIFY LOCATIONS OF UTILITY/ SUBSTRUCTURES AT NO EXTRA COST TO THE CITY. ALL POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

35. PLANS FOR THE UNDERGROUND FACILITIES FOR LOOPS, CONDUITS, ETC. HAVE BEEN PLOTTED. THE CONTRACTOR IS ADVISED TO LOCATE THE TRAFFIC SIGNAL UNDERGROUND FACILITIES BEFORE EXCAVATION OF THE TRENCH AND PROTECT IN PLACE.

36. UTILITIES INFORMATION RECEIVED FROM THE UTILITY COMPANIES HAS BEEN PLOTTED. IN SOME CASES SERVICE CONNECTIONS ARE SHOWN. HOWEVER PLANS FROM UTILITIES MAY

NOT HAVE INCLUDED ALL SERVICE CONNECTIONS AND OTHER FEATURES SUCH AS FIRE HYDRANT LATERALS AND VAULTS AND BOXES. CONTRACTOR SHOULD BE PREPARED TO LOCATE SUCH AND TO PROTECT IN PLACE.

37. ABANDONMENT AND/OR REMOVAL OF CONDUITS AND STRUCTURES SHALL BE PER SECTION 306-5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

38. ALL WORK PERFORMED SHALL BE COMPLETED IN CONFORMANCE WITH THE CALTRANS ENCROACHMENT PERMIT FOR THE PROJECT CONTAINED IN THE PROJECT SPECIFICATIONS.

1. PROTECT-IN-PLACE EXISTING UNDERGROUND FACILITIES, UNLESS OTHERWISE INDICATED.

2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO REMOVAL OF ANY AC OR CONCRETE PAVEMENT.

3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SAWCUTTING TO REMOVE AND REPLACE AC OR CONCRETE PAVEMENT WITH THE ENGINEER.

4. EXISTING WATER MAIN ARE LOCATED IN CITY OF BREA'S RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENT. CONTRACTOR

SHALL NOTE EXISTING EASEMENT AREAS INCLUDE PRIVATE IMPROVEMENTS AND APPURTENANCES INCLUDING, BUT NOT LIMITED TO: AC/PCC PAVEMENT, PAVERS, BRICKS, STONE TILE, WOOD, STONES/ROCKS, FENCING, FINISHED WALLS & FOOTINGS (RETAINING OR OTHERWISE) STAIRS, VARIOUS LANDSCAPING AND IRRIGATION, ETC. ALL EXISTING PRIVATE IMPROVEMENT SHALL BE RESTORED TO THE EXISTING CONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER.

5. SUPPORT AND PROTECT IN PLACE EXISTING IMPROVEMENTS. WHERE THE CONTRACTOR'S ACTIVITIES DAMAGE OR ADVERSELY AFFECT ANY PRIVATE IMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNER(S).

6. CONTRACTOR SHALL PROVIDE ADEQUATE TRENCH SHORING (CONVENTIONAL AND/OR CUSTOM) FOR ALL WORK AREAS AS REQUIRED.

7. SAWCUT AND REMOVE EXISTING AC AND/OR PCC PAVEMENT, CURB AND GUTTER, SIDEWALK, DRIVEWAY, CROSS GUTTER TO LIMITS APPROVED BY ENGINEER TO ACCOMMODATE WATER LATERAL CONNECTION. RECONSTRUCT AFFECTED IMPROVEMENT PER CITY OF BREA'S STANDARD DRAWINGS AND ENGINEER'S INSTRUCTION TO MATCH EXISTING.

8. SEE CITY OF BREA STD 301-0 FOR OTHER APPLICABLE GENERAL NOTES.

1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS OR NATURAL DRAINAGE COURSES.

2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.

3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.

4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT-OF-WAY OR ANY OTHER DRAINAGE SYSTEM.

PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.

5. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION BY RAINWATER AND DISPERSAL BY WIND.

6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. ACCIDENTAL DEPOSITIONS MIST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY THE RAIN.

7. THE CONSTRUCTION WORK WITHIN CALTRANS RIGHT-OF-WAY MUST COMPLY WITH CONSTRUCTION SITE BEST MANAGEMENT PRACTICE (BMP’S) AS PER CALTRANS PROJECT PLANNING AND DESIGN GUIDE (PPDG), LATEST EDITION INCLUDING ADDENDUMS.

8. WORKS RELATED TO DRAINAGE SYSTEM, WATER POLLUTION CONTROL AND EROSION CONTROL WITHIN THE STATE

RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST CALTRANS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. THE TEMPORARY DRAINAGE INLET PROTECTION SHALL COMPLY WITH THE CALTRANS STANDARD SPECIAL PROVISIONS, SSP 130620.

9. THE FOLLOWING BMP’S AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA STORM WATER QUALITY TASK FORCE, SACRAMENTO, CALIFORNIA 2003, OR THE

LATEST REVISED EDITION, MAY APPLY DURING CONSTRUCTION (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY INSPECTOR).

NS-2 DEWATERING OPERATIONS
NS-3 PAVING & GRINDING OPERATIONS
WM-1 MATERIAL DELIVERY AND STORAGE
WM-2 MATERIAL USE
WM-4 SPILL PREVENTION AND CONTROL
WM-5 SOLID WASTE MANAGEMENT
WM-8 CONCRETE WASTE MANAGEMENT
WM-9 SANITARY / SEPTIC WASTE MANAGEMENT
SC-21 VEHICLE AND EQUIPMENT CLEANING
SC-20 VEHICLE AND EQUIPMENT FUELING
SC-22 VEHICLE AND EQUIPMENT REPAIRS
EC-2 PRESERVATION OF EXISTING VEGETATION
WE-1 WIND EROSION CONTROL
SE-8 SAND BAG BARRIER
SE-10 STORM DRAIN INLET PROTECTION
CITY OF BREA:
101-0 GENERAL NOTES
102-0 TRENCHING DETAILS
205-0 MAHHOLE DETAILS
301-0 GENERAL NOTES
302-0 MAIN LINE WATER VALVES
309-0 VALVE BOX ASSEMBLY
312-0 THRUST BLOCK AND RESTRAINT
313-0 PIPE BEDDING AND ENCASEMENT
319-0 WATER AND SEWER SEPARATION
10" MAX.
6" MIN.
12" SAWCUT LINE

SAND BEDDING
2 SACK CEMENT SLURRY BACKFILL 4" MIN.
10" MAX.
6" MIN.
12"'
EXISTING +1" ASPHALT
EX. BASE
A.C SAWCUT LINE

BLUE TAPE WATER
LINE BELOW. TRACER WIRE 12"
MILL EX. AC SURFACE
2" AND PLACE 2" AC

OVERLAY FOR FULL

WIDTH OF TRAVEL

LANE AND/OR

SHOULDER

TRAVEL LANE LINE

CURB & GUTTER,

AC BERM OR EP
(PER PLAN)
NOTES:

TRENCH WIDTH BE CONTROLLED TO TOP OF PIPE ZONE.

ALL PAVEMENT SECTION FLOATERS THAT ARE 4 FEET OR LESS SHALL BE REMOVED AND REPLACED WITH TRENCH REPAIR.

FINISHED SURFACE PAVEMENT REQUIREMENT SHALL BE DETERMINED BY THE CITY ENGINEER.

TRENCH DEPTHS OF GREATER THAN 5 FEET SHALL HAVE SHORING PER PROJECT SPECIFICATIONS.

COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL OSHA REQUIREMENTS.

BASE COURSE SHALL BE B2-PG-64-10 AND SHALL BE CONSTRUCTED TO DEPTHS SHOWN.

APPLY #30 SILICA SAND EVENLY TO FINISHED PAVEMENT AND EXPOSED TACK COAT.

AC PAVEMENT SHALL BE SAW CUT OR COLD MILLED. NO PAVEMENT BREAKERS ALLOWED.

ALL LIQUIDS GENERATED BY SAW CUTTING SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH THE CITY'S NPDES PERMIT.

EDGES OF SAW CUT AND SURFACE, SHALL BE TACK COATED WITH AN APPROVED TYPE SS-1H EMULSION WITH NO MORE THAN 50% WATER ADDED. EDGES SHALL BE CLEAN AND DRY BEFORE TACK COAT APPLICATION.

SAW CUTTING MUST BE COMPLETED IN ADVANCE OF PAVING WITH SUFFICIENT TIME TO ALLOW MOISTURE TO EVAPORATE BEFORE APPLYING SS-1H TO EDGES.

EXCAVATED MATERIAL SHALL BE REMOVED FORM THE PUBLIC RIGHT-OF-WAY EACH WORK DAY AND DELIVERED TO AN APPROVED LANDFILL OR ALTERNATE SITE WITH CITY ENGINEER'S APPROVAL.

THE CONTRACTOR SHALL FILE WITH THE CITY ENGINEER A RECYCLED MATERIALS CERTIFICATE TO COMPLY WITH AB 939 AS REQUIRED.

COMPACTION TEST SHALL BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER.

IF SOFT, SPONGY OR UNSTABLE MATERIAL IS ENCOUNTERED AT TRENCH BOTTOM, THE MATERIAL SHALL BE REMOVED AND REPLACED WITH BASE MATERIAL TO A DEPTH ORDERED THE THE CITY ENGINEER.

AN INSPECTION REQUEST MUST BE MADE 24 HOURS PRIOR TO WORK.

CONTRACTOR SHALL SET UP TRAFFIC CONTROL IN COMPLIANCE WITH WATCH MANUAL, OR AS THE APPROVED TRAFFIC CONTROL PLANS.

ALL FINISHED REPAIRS SHALL BE WITHIN 0.125" OF EXISTING AC SURFACE.

SECONDARY SAW CUT (IF REQUIRED) SHALL BE CLEAN, STRAIGHT, VERTICAL EDGES A MINIMUM OF 12" BEYOND THE PRIMARY TRENCH CUT. SAW CUT AS REQUIRED TO ACHIEVE A CONTINUOUS STRAIGHT EDGE INCORPORATING ANY AREAS OF PAVING BROKEN OUT OR UNDERMINED DURING CONSTRUCTION.

FINISH PAVEMENT SURFACE SHALL EXHIBIT A SMOOTH, UNIFORM APPEARANCE FREE OF VOIDS AND SEGREGATION.

TRAFFIC CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL THE NEW PAVEMENT IS ALLOWED TO COOL AND WILL ACCEPT TRAFFIC WITHOUT SCUFFING OR RUTTING.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. TRENCHING NOTES

VERIFY COMPLIANCE WITH ALL PERMIT,

INSPECTION AND TRAFFIC CONTROL
REQUIREMENTS.

PERFORM PRIMARY TRENCH SAW CUT AND

COMPLETE UTILITY INSTALLATION AND
BACKFILL. TEMPORARY STEEL TRENCH

PLATE COVERS SHALL BE PLACED EVEN

WITH ADJACENT PAVEMENT SURFACES ON
ARTERIAL HIGHWAYS.

VERIFY TRAFFIC CONTROL AND INSPECTION
REQUIREMENTS ARE IN COMPLIANCE.

PERFORM SECONDARY BASE PAVING SAW

CUT AND CONSTRUCT BASE COURSE AND
FINAL CAP PER REQUIREMENTS.

ALLOW AC TO COOL (SEE NOTE 20), CLEAN
UP AND RESTORE TRAFFIC ACCESS.

PERFORM ANY REPAIR NECESSARY TO

TRENCH PAVING AS DIRECTED BY THE CITY
ENGINEER.

TRENCH REPAIR PROCEDURES
GENERAL NOTES WATER NOTES:

STANDARD PLANS:

NPDES NOTES:

PROPOSED WATER LINE
WM

EXISTING WATER SERVICE

FIRE HYDRANT

WATER METER
(10.00) EXISTING ELEVATION
(COB) CITY OF BREA
(CP) CRIMSON PIPELINE
(SCE) SO CAL EDISON
(SCG) SO CAL GAS
(AT) AT&T
(MWD) METROPOLITAN WATER DISTRICT

LEGEND & ABBREVIATIONS

EXISTING CURB & GUTTER

EXISTING RIGHT-OF-WAY

GB GRADE BREAK
(SD) STORM DRAIN
(SS) SANITARY SEWER
(E) ELECTRICAL LINE
(FH) FIRE HYDRANT
(G) GAS LINE
(GV) GATE VALVE
(O) OIL LINE
(W) WATER LINE
GATE VALVE 2/28/2024 4:17:07 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\02 - CARBON CANYON RD GENERAL NOTES.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
NTS
TRENCHING DETAIL 1

GENERAL NOTES AND DETAILS

CARBON CANYON ROAD
HIGH PRESSURE WATER LINE 2
(EP) EDGE OF PAVEMENT

BID PLAN SET - NOT FOR CONSTRUCTION
2/28/2024 4:17:15 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\03 - CARBON CANYON RD CON DET.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
NOTES:

1. USE MANUFACTURER SPECIFIED OR APPROVED EQUAL.

2. PIPING SHALL BE INSTALLED PERPENDICULAR TO THE STREET CENTERLINE OR AS INDICATED ON THE PLANS. PIPING SHALL BE INSTALLED PRIOR TO STREET PAVING.

3. A "W" SHALL BE CHISELED ON THE TOP OF CURB MARKING LOCATION OF THE CORP STOP, AFTER PIPING HAS BEEN INSTALLED.

4. NO CONNECTION OR TAP SHALL BE PLACED LESS THAN 18" FROM A VALVE, JOINT OR ADJACENT CONNECTION.

5. PCC PAD IN UNIMPROVED AREA SHALL BE 6" THICK AND 2" ABOVE GRADE.

ARV LOCATION
18" MIN
LIST OF MATERIALS:
4" STL SPOOL, FLG X FLG
4" RW GATE VALVE (MUELLER A-2360 OR EQUAL)
2" COPPER TUBING, TYPE K, CONTINUOUS TUBING
2" STRAIGHT COUPLING, MUELLER H-15451 OR EQUAL.
2" PIPE NIPPLE, BRASS, LENGTH AS NEEDED
2" SHUT-OFF VALVE, MUELLER B-20200-3 OR EQUAL. . 2" COMBINATION AIR RELEASE VALVE, APCO 143C OR EQUAL. 2" SCH 80 THD PVC PIPE, LENGTH AS NEEDED.
2" SCH 80 THD PVC 90° ELL
. 30" x 30" x 4" CONCRETE PAD (CLASS 470-C-2500).
1 10

PROTECTIVE COVER
(SEE DETAIL HEREON)
1 2
" FELT
4"
12" RADIUS MIN.

CMLC HP MAIN
3"
SLOPE (2% MIN.)
3"
36"

CL OF STREET
2 3
4 5
6 7
8 9
90° SERVICE FITTING
MUELLER H-15526N 1
2 3
4 10
6 7
9 8
5 11 4" X 2" COMPANION FLANGE. CONNECT TO 2" PIPE W/ FITTING (MUELLER #H-15428N OR APPROVED EQUAL).
12 4" STL 90° ELL WITH FLG. WELD TO CML PIPE. RECONSTRUCT

CONCRETE ON INTERIOR AND EXTERIOR OF PIPE TO THE
SATISFACTION OF THE CITY INSPECTOR.

AIR RELEASE VALVE ASSEMBLY
FILLET WELD PER ANSI STDS.
12 11

BEVEL EDGES
24" DIA.
30"
1" HALF HOLE
8 EQUALLY SPACED

TOP & BOTTOM EDGE

1.5" x 4.5" HANDHOLD
2 REQUIRED
3 8
" x 3 1
2 " CONCRETE

ANCHOR BOLTS AND
WASHER

SIDE ELEVATION
STEEL ANCHOR CLIPS (2
REQUIRED) 1
4 " x 2" x 2"
9 16" DIA. HOLE
COVER SHALL BE 12 GAUGE

GALVANIZED STEEL

PLAN VIEW
1" TUBING
12" 8"
24"x48"x4" CONCRETE

CITY OF BREA WATER
2" POLYMER METER BOX PER
CITY STD. PLAN 305
18"

CONVERT RISER
2 PER COB STD 309
1 3

SIDEWALK PER CITY OF
BREA STD PLAN 103
4 2" COPPER PIPE
2" STRAIGHT COUPLING (JONES OR EQUAL).
4" RW GATE VALVE (MUELLER A-2360 OR EQUAL).
1 2
3 4
5 BLOW-OFF VALVE, JONES 2" REDUCED PORT BLOW-OFF
VALVE (CTS 110 XMIP) OR APPROVED EQUAL.
4" STL SPOOL WITH FLG. WELD TO CML PIPE. RECONSTRUCT

CONCRETE ON INTERIOR AND EXTERIOR OF PIPE TO THE
SATISFACTION OF THE CITY INSPECTOR.

CMLC HP MAIN
5 90° SERVICE FITTING, MUELLER H-15526-N OR EQUAL.
6 4" X 2" COMPANION FLANGE. CONNECT TO 2" PIPE W/ FITTING (MUELLER #H-15428N OR APPROVED EQUAL).

BLOW OFF ASSEMBLY
LIST OF MATERIALS:
6 FILLET WELD PER ANSI STDS.
36"

CONVERT RISER
PER COB STD. 309
12" RADIUS MIN.

SECTION

ELEVATION

CARRIER PIPE
CASING
12" CMLC PIPE
CASING
1" MINIMUM

CLEARANCE

TYPICAL

POLYMER

PLASTIC
RUNNER

9. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE BUTT WELDED, FULL CIRCUMFERENCE, IN ACCORDANCE WITH THE PROVISIONS OF API 1104 OF ASME B31.1 IN APPENDIX G OF THE PROJECT SPECIFICATIONS.

8. BOTH ENDS FOR THE CASING BETWEEN THE CASING AND CARRIER

PIPE MUST BE SEALED WATERTIGHT USING A PULL-ON RUBBER END

SEAL SUCH AS MODEL AC AS MANUFACTURED BY ADVANCED
PRODUCTS & SYSTEMS, INC., CALPICO MODEL C, OR APPROVED
EQUAL.

7. SPACING BETWEEN THE CASING SPACERS SHALL BE PER THE

MANUFACTURER'S RECOMMENDATIONS EXCEPT THAT THERE SHALL
BE AT LEAST 3 CASING SPACES PER PIPE SECTION. ONE 12" FROM EACH JOINT AND ONE CENTERED. ADDITIONALLY, ONE INSULATOR SHALL BE INSTALLED 12" FROM EACH END OF THE CASING.

6. STEEL CASING SHALL BE ASTM A570 GRADE 36, OR ASTM A36 WITH MINIMUM YIELD STRENGTH OF 35 ksi UNLESS OTHERWISE NOTED.

5. ANNULAR SPACE INSIDE CARRIER PIPE SHALL NOT BE FILLED UNLESS OTHERWISE SPECIFIED.

4. ANY VOIDS CREATED BY BORING, JACKING, OR TUNNELING CASING PIPE SHALL BE FILLED BY PRESSURE GROUTING.

3. CASING SPACERS SHALL BE LUBRICATED AS NECESSARY BASED ON

MANUFACTURER'S RECOMMENDATION, AS APPROVED BY CITY, TO
FACILITATE CARRIER PIPE INSTALLATION.

2. CARRIER PIPE SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS WITH WELDED JOINTS.

1. STEEL CASINGS SHALL BE SMOOTH STEEL PIPE WITH FULLY WELDED JOINTS.

STEEL CASING 4

CONSTRUCTION DETAILS

CARBON CANYON ROAD
HIGH PRESSURE WATER LINE 3

CURB & GUTTER,

AC BERM OR EP
(PER PLANS)

FACE OF CURB,

FACE OF BERM
OR EP
(PER PLANS)
*

EXACT LOCATION TBD

BY CITY INSPECTOR
*

CURB & GUTTER,

AC BERM OR EP
(PER PLANS)
NOTES:
2 3

BID PLAN SET - NOT FOR CONSTRUCTION
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE SCALE
+50 12+00 +50 13+00 +50 14+00 +50 MATCH LINE STREET STA 33+00 WATERLINE STA 14+52.75 SEE SHEET 511+00 460
465
470
450
455 2/28/2024 4:17:21 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS

SANTA FE RD

SANTA FE RD
MATCH LINE STREET STA 33+00 WATERLINE STA 14+52.75
SEE SHEET 5

REGIONAL PARK

MAIN ENTRANCE
460
465
470
450
455
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT
16 9
14 CONSTRUCTION NOTES
1 5
2 3

PROPOSED STEEL CASING
4 SANTE FE ROAD TO STA 33+00

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE

ABANDON EXISTING WATER LINE
20 SEE SHEET 12

REMOVE AND DISPOSE EXISTING ABANDONED WATER LINE AND
CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND COATED
(CLASS 350) HIGH PRESSURE WATER LINE PER CITY OF BREA
STDS. 301-0 AND 313-0. CONSTRUCT TRENCHING AND STREET
RESURFACING PER DETAIL 1 ON SHEET 2.

CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND COATED
(CLASS 350) HIGH PRESSURE WATER LINE PER CITY OF BREA
STDS. 301-0 AND 313-0. CONSTRUCT TRENCHING AND STREET
RESURFACING PER DETAIL 1 ON SHEET 2.

CONSTRUCT 12” 11.25 DEGREE BEND AND THRUST BLOCK PER
CITY OF BREA STD. 312-0.

CONSTRUCT 12” 45 DEGREE BEND AND THRUST BLOCK PER
CITY OF BREA STD. 312-0.

CONSTRUCT AIR VAC ASSEMBLY PER DETAIL 2 ON SHEET 3.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND PLACE 2" AC OVERLAY.

RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.

FUTURE CONNECTION (BY OTHERS).
22 CUT AND PLUG EXISTING ABANDONED WATER LINE.
4 CONSTRUCT 12” 22.5 DEGREE BEND AND THRUST BLOCK PER
CITY OF BREA STD. 312-0.

CONSTRUCT 12” RESILIENT WEDGE GATE VALVE WITH VALVE
BOX ASSEMBLY PER CITY OF BREA STD. 302-0 AND 309-0.
6 REMOVE INTERFERING PORTION OF EXISTING 18” HIGH
PRESSURE WATER LINE AND CUT IN 18” X 18” X 12” TEE
WITH THRUST BLOCKS PER CITY OF BREA STD. 312-0.
24 CONSTRUCT 12” TEE WITH THRUST BLOCKS PER CITY
OF BREA STD. 312-0.
25 DETAIL A

THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

V
V
V
UB
GROUND

OBSCURED
GROUND

OBSCURED

OBSCURED
GROUND

OBSCURED
CONC
CONC
CONC
DIRT
DIRT
DIRT
V
ASPH
CONC
SSM
SDM
AT&T
SDM
xx
xx
xx xx
xx
xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx SSM
SDM
+
11 00
12+00
13 +00
14+00
28+00
29+00
31+00
32+00
33+00
+
11 00

CARBON CANYON ROAD
N9°17'17"E

CARBON CANYON ROAD
EX. R/W

CARBON CANYON
REGIONAL PARK 63.00'

RECORDED C
308-041-24 OLINDA RANCH
PARK
308-041-28

OLINDA RANCH PARK
SEE SHEET 12
L
STA 11+50.00 - 12''W MAIN LINE =

56.25° BEND
STA 29+89.09, (53.99' L) - CARBON CANYON RD
STA 11+16.81 - 12''W MAIN LINE =
45° BEND
STA 29+68.18, (80.32' L) - CARBON CANYON RD
STA 13+30.63 - 12''W MAIN LINE =
BC
STA 31+74.91, (56.52' L) - CARBON CANYON RD

C INTERSECTION
30+00.00 CARBON CANYON RD
10+00.00 SANTA FE RD=
L
SEE SHEET 12
1 3
5 STA 12+25.23 2" AIR-VAC
18" WAT VAR N/CL - COB

TEL VAR N/CL - AT&T
4" GAS VAR N/CL - SCG
12" WAT (ABAN) VAR N/CL - COB
(2) 36" SD - RCP CULVERT

TEL VAR S/CL - AT&T
18" WAT VAR N/CL - COB
12" WAT (ABAN) VAR N/CL - COB

TEL VAR S/CL - AT&T
EX. R/W
EX. R/W
16" DIP SEW
30" STEEL
CASING
39" SD
18" SD
4" GAS VAR N/CL - SCG

TEL VAR N/CL - AT&T
39" SD
15" SEW
54" SD

CATV - CROWN
C1
N88°21'57"E
STA 32+86.06 (0.00') EC
C2
2 23'
14 16 8 EA
STA 12+25

AIR VAC
9 22
5 25'
+
11 00
12+00
13 +00
14+00
STA 10+62.90

END CASING
SEE DETAIL A HEREON (466.21 FS)
(467.25 FS)
(467.10 FS)
(466.83 FS)
(466.61 FS)
(466.37 FS)
(466.28 FS)
(466.04 FS)
EX 18" WAT (461.1± INV) EX 12" W-ABAND
(461.1± INV)
EX 4" GAS (461.8±)
EX 2-36" SD
(456.3± INV)
EX 18" SD
(453.7± INV) STA 11+98.21 11.25° BEND 461.94 INV1.75'
S=-0.0039 STA 11+16.81 45° BEND 458.28 INV STA 13+30.63 BC, 461.42 INV 1.88' 460.94 INV (466.02 FS) 12" CMLC STEEL PIPE (CLASS 350)

EXISTING SURFACE OVER CL PIPE
3 STA 11+50.00 56.25° BEND 458.34 INV
3 EX TEL (461.7±) S=+0.1982
S=+0.0020
2 1 EX TS
EX 15" SEWEX 15" SEW STA 11+80.36 11.25° BEND 458.40 INV 3 5 458.19 INV
335.94 LF 12" CMLC STEEL PIPE (CLASS 350)
5 9STA 12+25 AV

CURVE TABLE
CURVE #
C1
DELTA
6° 29' 21"
RADIUS
2000.00'
LENGTH
226.52'

TANGENT
113.38'
C2 22° 00' 41" 2000.00' 768.34' 388.97'
STA 11+50.00 - 12''W MAIN LINE

56.25° BEND 5
6 6
2 2
2 24
3 STA 11+55.00 - 12''W MAIN LINE
TEE 25
2 BID PLAN SET - NOT FOR CONSTRUCTION
2/28/2024 4:17:37 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE SCALE
+50 16+00 17+00 MATCH LINE STREET STA 38+00 WATERLINE STA 19+52.89 SEE SHEET 6 MATCH LINE STREET STA 38+00 WATERLINE STA 19+52.89 SEE SHEET 6+50 +50 18+00 +50 19+00 +50 MATCH LINE STREET STA 33+00 WATERLINE STA 14+52.75 SEE SHEET 4 MATCH LINE STREET STA 33+00 WATERLINE STA 14+52.75 SEE SHEET 4 460
465
470
450
455
460
465
470
450
455
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
15+00

CONSTRUCTION NOTES
1 6
8 14
16 5
STA 33+00 TO STA 38+00

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE

THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

REMOVE AND DISPOSE EXISTING ABANDONED WATER
LINE AND CONSTRUCT 12” STEEL CEMENT MORTAR LINED
AND COATED (CLASS 350) HIGH PRESSURE WATER LINE
PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT
TRENCHING AND STREET RESURFACING PER DETAIL 1 ON
SHEET 2.

CONSTRUCT 12” RESILIENT WEDGE GATE VALVE WITH
VALVE BOX ASSEMBLY PER CITY OF BREA STD. 302-0
AND 309-0.

CONSTRUCT BLOW OFF PER DETAIL 3 ON SHEET 3.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND
PLACE 2" AC OVERLAY.

RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.

GROUND

OBSCURED
GROUND

OBSCURED
CONC
V
GROUND

OBSCURED
GROUND

OBSCURED
DIRT
ASPH
DIRT
xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx
xx xx xx xx xx
xx
xx
xx xx xx
xx
xx
xx
xx
xx
xx xx xx xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx
15 + 00 16 +00
17 +00
18 +00
19 +00
+00 34+00 35+00 36+00 37+00 38+
EX. R/W CARBON CANYON ROAD
EX. R/W

CARBON CANYON

REGIONAL PARK

RECORDED C

RECORDED C
308-041-28

OLINDA RANCH
PARK
322-031-23

CARBON CANYON

REGIONAL PARK
A
A
L
L
STA 15+57.15 - 12''W MAIN LINE =
EC
STA 34+04.39, (52.42' L) - CARBON CANYON RD
STA 15+50.00 - 12''W MAIN LINE

GATE VALVE
1 6
12" WAT (ABAN) VAR N/CL - COB 18" WAT VAR N/CL - COB

TEL VAR N/CL - AT&T
4" GAS VAR N/CL - SCG

TEL VAR S/CL - AT&T
18" SD VAR S/CL - COB
18" SD VAR N/CL - COB

TEL VAR S/CL - AT&T
(SEE SHT 13)
N88°21'57"E
N88°21'57"E
C1
STA 19+25.80 - 12''W MAIN LINE =
BC
STA 37+72.92, (61.72' L) - CARBON CANYON RD
C3
STA 18+00

BLOW OFF
8 23'
14 23'
16 2 EA
15 + 00 16 +00
17 +00
18 +00
19 +00
(465.82 FS)
(465.63 FS)
(465.42 FS)
(465.10 FS)
(464.84 FS)
(464.67 FS)
(464.58 FS)
(464.87 FS)
(465.28 FS)
(465.75 FS) STA 18+00.00 GB; 459.58 INV STA 15+57.15 EC, 460.53 INV 460.94 INV 460.54 INV (465.77 FS) (466.02 FS) 500.14 LF CMLC STEEL PIPE (CLASS 350)
EXISTING SURFACE OVER CL PIPE STA 19+25.80 BC, 460.37 INV S=+0.0062
S=-0.0039 STA 15+50.00 GATE VALVE
6 1
8STA 18+00 BO

CURVE TABLE
CURVE # DELTA RADIUS LENGTH TANGENT
C3 5° 55' 49" 2500.00' 258.76' 129.50'
C1 6° 29' 21" 2000.00' 226.52' 113.38'

BID PLAN SET - NOT FOR CONSTRUCTION
2/28/2024 4:17:45 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE SCALE
21+00 +50 22+00 23+00 MATCH LINE STREET STA 43+00 - WATERLINE STA 24+64.92 - SEE SHEET 7+50 +50 24+00 +50 BREA HILLS AVE MATCH LINE STREET STA 38+00 - WATERLINE STA 19+52.89 SEE - SHEET 5 MATCH LINE STREET STA 38+00 WATERLINE STA 19+52.89 SEE SHEET 5 MATCH LINE STREET STA 43+00 WATERLINE STA 24+64.92 SEE SHEET 7 +50
460
465
470
450
455
460
465
470
450
455
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
20+00

CONSTRUCTION NOTES
1 8
6 9
5 4
14 15
17 6
STA 38+00 TO STA 43+00

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE

THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

REMOVE AND DISPOSE EXISTING ABANDONED WATER
LINE AND CONSTRUCT 12” STEEL CEMENT MORTAR LINED
AND COATED (CLASS 350) HIGH PRESSURE WATER LINE
PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT
TRENCHING AND STREET RESURFACING PER DETAIL 1 ON
SHEET 2.

CONSTRUCT 12” 22.5 DEGREE BEND AND THRUST
BLOCK PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” 45 DEGREE BEND AND THRUST BLOCK
PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” RESILIENT WEDGE GATE VALVE WITH
VALVE BOX ASSEMBLY PER CITY OF BREA STD. 302-0
AND 309-0.

CONSTRUCT BLOW OFF PER DETAIL 3 ON SHEET 3.

CONSTRUCT AIR VAC ASSEMBLY PER DETAIL 2 ON
SHEET 3.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND
PLACE 2" AC OVERLAY.

REMOVE AND RECONSTRUCT DISTURBED PORTIONS
OF EXISTING CURB AND GUTTER IN KIND.

FURNISH AND INSTALL 20" DIAMETER STEEL CASING
PER DETAIL 4 ON SHEET 3.

V
V
V
ASPH
DIRT
DIRT
DIRT
GROUND

OBSCURED
GROUND

OBSCURED GROUND

OBSCURED
UB
UB
ELEC
ELEC

SDM STOP STOP
20 +00
21+00
22 +00
23 +00
24 +00
+
11 00
+00 39+00 40+00 41+00
42+00
43+00
S87°08'59"E

CARBON CANYON ROAD
EX. R/W
EX. R/W
EX. R/W

CARBON CANYON

REGIONAL PARK

RECORDED C
308-041-28 OLINDA RANCH
PARK
308-161-30
308-161-31
308-041-28

OLINDA RANCH
PARK
322-031-04 CARBON CANYON

REGIONAL PARK
322-031-23

CARBON CANYON

REGIONAL PARK
L
STA 22+39.07 - 12''W MAIN LINE =
BC
STA 40+85.82, (50.60' L) - CARBON CANYON RD

C INTERSECTION
41+76.72 CARBON CANYON RD
10+00.00 BREA HILLS AVE=
L
STA 21+50.00 - 12''W MAIN LINE

GATE VALVE
1 6
52" SD - RCP CULVERT
12" WAT (ABAN) VAR N/CL - COB 18" WAT VAR N/CL - COB

TEL VAR N/CL - AT&T
4" GAS VAR N/CL - SCG

TEL VAR S/CL - AT&T
18" SD S/CL - COB
18" SD S/CL - COB
18" SD S/CL - COB

TEL - AT&T
8" SEW
STA 41+14.02 (0.00')
BCR
N88°21'57"E
C3
C5
C5
STA 21+84.56 - 12''W MAIN LINE =
EC
STA 40+31.47, (54.86' L) - CARBON CANYON RD
STA 22+85.13 - 12''W MAIN LINE =
EC
STA 41+30.75, (45.04' L) - CARBON CANYON RD
C4
STA 23+15.19 - 12''W MAIN LINE =
45° BEND
STA 41+56.92, (49.94' L) - CARBON CANYON RD
STA 23+02.89 - 12''W MAIN LINE =
45° BEND
STA 41+47.59, (42.47' L) - CARBON CANYON RD
5 5
1 1 23'
23'
30'
14 15
15 STA 20+03
BLOW OFF 8
STA 19+88
AIR VAC 9
STA 20+37.00

END CASING
STA 20+05.00

BEG CASING
STA 25+00.00

BEG CASING
17 STA 24+00

AIR VAC
9 20 +00
21+00
22 +00
23 +00
24 +00
(466.15 FS)
(466.46 FS)
(466.84 FS)
(467.07 FS)
(467.35 FS)
(467.73 FS)
(468.14 FS)
(468.48 FS)
(468.80 FS)
(468.90 FS)
EX 52" SD (453.9± INV) EX 8" SEW
(454.5±) STA 20+52.34 22.5° BEND 461.36 INV STA 20+01.11 22.5° BEND 456.17 INV STA 20+40.00 22.5° BEND 456.25 INVSTA 19+90.00 22.5° BEND 460.77 INV 2.36' 463.63 INV 460.54 INV (468.90 FS) (465.77 FS) 512.03 LF 12" CMLC STEEL PIPE (CLASS 350)

EXISTING SURFACE OVER CL PIPE
4 4
4 4
(459.2±) EX TEL 2.00' STA 21+84.56 EC, 462.28 INV STA 22+39.07 BC, 462.67 INV STA 22+85.13 EC, 462.99 INV STA 23+15.19 45° BEND 463.20 INV EX 18" W
(459.1±) 2.53' STA 23+02.89 45° BEND 463.11 INV
EX 6" WAT
(462.1±) 0.90' STA 24+00.00 GB; 463.80 INV
17 STA 20+05 BEG CASING STA 20+37 END CASING
5 5
S=-0.4142
S=+0.0020
S=+0.4142
S=+0.0070
S=-0.0025 STA 21+50.00 GATE VALVE
6 1
8STA 20+03 BO
9STA 24+00 AV
9STA 19+88 AV

CURVE TABLE
CURVE # DELTA RADIUS LENGTH TANGENT
C5 23° 00' 02" 1000.00' 401.44' 203.46'
C3 5° 55' 49" 2500.00' 258.76' 129.50'
C4 5° 16' 41" 500.00' 46.06' 23.05'

BID PLAN SET - NOT FOR CONSTRUCTION
2/28/2024 4:17:56 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE SCALE
26+00 +50 27+00 28+00 MATCH LINE STREET STA 48+00 - WATERLINE STA 29+74.51 SEE SHEET 8 MATCH LINE STREET STA 48+00 WATERLINE STA 29+74.51 SEE SHEET 8+50 +50 29+00 +50 MATCH LINE STREET STA 43+00 WATERLINE STA 24+64.92 SEE SHEET 6 MATCH LINE STREET STA 43+00 WATERLINE STA 24+64.92 SEE SHEET 6 +50
460
465
470
450
455
460
465
470
450
455
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
25+00 CONSTRUCTION NOTES
1 2
8 4
6 9
14 15
3 17
7 STA 43+00 TO STA 48+00

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE

THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

REMOVE AND DISPOSE EXISTING ABANDONED WATER
LINE AND CONSTRUCT 12” STEEL CEMENT MORTAR LINED
AND COATED (CLASS 350) HIGH PRESSURE WATER LINE
PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT
TRENCHING AND STREET RESURFACING PER DETAIL 1 ON
SHEET 2.

CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND
COATED (CLASS 350) HIGH PRESSURE WATER LINE PER
CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT
TRENCHING AND STREET RESURFACING PER DETAIL 1
ON SHEET 2.

CONSTRUCT 12” 11.25 DEGREE BEND AND THRUST
BLOCK PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” 22.5 DEGREE BEND AND THRUST
BLOCK PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” RESILIENT WEDGE GATE VALVE WITH
VALVE BOX ASSEMBLY PER CITY OF BREA STD. 302-0
AND 309-0.

CONSTRUCT BLOW OFF PER DETAIL 3 ON SHEET 3.

CONSTRUCT AIR VAC ASSEMBLY PER DETAIL 2 ON
SHEET 3.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND
PLACE 2" AC OVERLAY.

REMOVE AND RECONSTRUCT DISTURBED PORTIONS
OF EXISTING CURB AND GUTTER IN KIND.

FURNISH AND INSTALL 20" DIAMETER STEEL CASING
PER DETAIL 4 ON SHEET 3.

V
V
PIPE
DIRT

GROUND OBSCURED

OBSCURED

GROUND OBSCURED
DIRT

GROUND OBSCURED
xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
25 +00 26+00
27 +00
28 +00 29 +00
43+00
44+00
45+00
46+00 47+00 48+

CARBON CANYON ROAD
EX. R/W EX. R/W
EX. R/W

EL RODEO

EQUESTRIAN CENTER

CARBON CANYON
REGIONAL PARK 25.00' 16.00'
TOP OF

AC BERM
TOP OF

AC BERM

EX AC
BERM

RECORDED C
308-161-31
322-031-06

CARBON CANYON

REGIONAL PARK
308-011-03 308-011-13
322-031-04 CARBON CANYON REGIONAL PARK
B
B
L
STA 24+82.70 - 12''W MAIN LINE =
BC
STA 43+17.06, (41.98' L) - CARBON CANYON RD
STA 26+25.10 - 12''W MAIN LINE =

33.75° BEND
STA 44+53.60, (26.02' L) - CARBON CANYON RD
STA 27+60.00 - 12''W MAIN LINE

GATE VALVE
2 3
6 (2) 42" SD - RCP

CULVERT
12" WAT (ABAN) VAR N/CL - COB
18" WAT VAR N/CL - COB 12" WAT VAR N/CL - COB

TEL VAR N/CL - AT&T
4" GAS VAR N/CL - SCG

TEL - AT&T

TEL VAR S/CL - AT&T
(SEE SHT 13) C5
S68°38'01"E
STA 45+15.45 (0.00')
EC
STA 26+34.25 - 12''W MAIN LINE =

33.75° BEND
STA 44+61.41, (30.41' L) - CARBON CANYON RD
3 STA 25+34.91 - 12''W MAIN LINE =
EC
STA 43+66.99, (38.18' L) - CARBON CANYON RD
STA 27+49.46 - 12''W MAIN LINE =
BC
STA 45+74.96, (25.45' L) - CARBON CANYON RD
STA 27+79.49 - 12''W MAIN LINE =
EC
STA 46+04.98, (25.00' L) - CARBON CANYON RD
C7
C6
1 1 2
(PROTECT)
(PROTECT)
23'
15 14 STA 43+67
VAR
STA 25+26
AIR VAC 9
STA 24+97
BLOW OFF 8
4 STA 25+00.00

BEG CASING
STA 25+14.00

END CASING
17 STA 29+02

BLOW OFF
8 STA 29+24.00

END CASING
STA 29+04.00

BEG CASING
4 17
17'
25 +00 26+00
27 +00
28 +00 29 +00
(469.04 FS)
(470.33 FS)
(470.36 FS)
(470.46 FS)
(468.65 FS)
(467.62 FS)
(466.76 FS)
(466.47 FS)
(465.40 FS)
(465.19 FS)
EX 2-42" SD
(458.2± INV) STA 28+89.86 22.5° BEND 460.22 INV STA 29+00.91 22.5° BEND 455.64 INV STA 29+25.75 22.5° BEND 455.69 INV STA 29+36.34 22.5° BEND 460.07 INVSTA 25+34.91 EC, 463.46 INV STA 26+25.10 33.75° BEND 463.23 INV STA 26+34.25 33.75° BEND 463.21 INV 1.00' 1.53' 460.15 INV 463.63 INV (465.46 FS) (468.90 FS) 509.59 LF 12" CMLC STEEL PIPE (CLASS 350)

EXISTING SURFACE OVER CL PIPE
4 4 4
4 STA 24+82.70 BC, 463.59 INV STA 27+12.66 GB; 463.01 INV STA 25+24.43 22.5° BEND 463.48 INV STA 24+95.02 22.5° BEND 459.71 INV STA 25+15.42 22.5° BEND 459.75 INV STA 24+85.68 22.5° BEND 463.58 INV 4 4
4 4 STA 27+79.49 EC, 461.96 INV STA 27+49.46 BC, 462.43 INV S=+0.0020 STA 25+00 BEG CASING STA 25+14 END CASING
17 EX TEL
(461.7±)
3 4
S=+0.4142
S=+0.0020
S=-0.4142
S=-0.0158
S=-0.0025 S=+0.4142
S=-0.4142
S=+0.0020
17 STA 29+04 BEG CASING STA 29+24 END CASING STA 27+60.00 GATE VALVE 6 3
4 1
2 8STA 24+97 BO
9STA 25+26 AV
8STA 29+02 BO

CURVE TABLE
CURVE # DELTA RADIUS LENGTH TANGENT
C7 1° 43' 13" 1000.00' 30.03' 15.01'
C5
C6 14° 57' 30" 200.00' 52.21' 26.26'
23° 00' 02" 1000.00' 401.44' 203.46'

BID PLAN SET - NOT FOR CONSTRUCTION
2/28/2024 4:18:05 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE SCALE
+50 31+00 32+00 MATCH LINE STREET STA 53+00 WATERLINE STA 34+79.07 SEE SHEET 9 MATCH LINE STREET STA 53+00 WATERLINE STA 34+79.07 SEE SHEET 9+50 +50 33+00 +50 34+00 +50 MATCH LINE STREET STA 48+00 WATERLINE STA 29+74.51 SEE SHEET 7 MATCH LINE STREET STA 48+00 WATERLINE STA 29+74.51 SEE SHEET 7

SANTA FE RD

REGIONAL PARK

EAST ENTRANCE
460
465
470
450
455
460
465
470
450
455
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
30+00

CONSTRUCTION NOTES
2 6
5 14
8 STA 48+00 TO STA 53+00

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE

THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND
COATED (CLASS 350) HIGH PRESSURE WATER LINE PER
CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT
TRENCHING AND STREET RESURFACING PER DETAIL 1
ON SHEET 2.

CONSTRUCT 12” 45 DEGREE BEND AND THRUST BLOCK
PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” RESILIENT WEDGE GATE VALVE WITH
VALVE BOX ASSEMBLY PER CITY OF BREA STD. 302-0
AND 309-0.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND
PLACE 2" AC OVERLAY.

G.N.V.

GROUND OBSCURED

GROUND OBSCURED
ASPH
xx xx STOP xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx
xx
xx xx xx
xx xx
xx xx xx xx xx xx xx
xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx STOP
30+00 31+ 00
32+00 33 +00 34+00
+00 49+00 50+00 51+00 52+00 53+

CARBON CANYON ROAD
EX. R/W
EX. R/W

EL RODEO

EQUESTRIAN CENTER

CARBON CANYON
REGIONAL PARK 14.00' 25.00' 37.70'
EDGE

OF AC EDGE
OF AC
EDGE
OF AC
TOP OF

AC BERM

EX AC
BERM

RECORDED C
322-031-06

CARBON CANYON

REGIONAL PARK
308-011-13
308-011-15
L
STA 31+79.07 - 12''W MAIN LINE =
45° BEND
STA 50+00.00, (14.00' L) - CARBON CANYON RD
STA 31+63.51 - 12''W MAIN LINE =
45° BEND
STA 49+89.00, (25.00' L) - CARBON CANYON RD
STA 33+60.00 - 12''W MAIN LINE

GATE VALVE
2 5
6 5
12" W COB
6" WAT - COB
S68°38'01"E
2 (PROTECT)
(PROTECT) STA 49+876'
14 (PROTECT)
(17')
30+00 31+ 00
32+00 33 +00 34+00
(465.64 FS)
(465.40 FS)
(465.31 FS)
(465.59 FS)
(466.76 FS)
(466.70 FS)
(466.57 FS)
(466.55 FS)
(466.57 FS)
(466.62 FS)
EX 6" WAT
(455.9±) STA 31+63.51 45° BEND 460.53 INV STA 31+79.07 45° BEND 460.56 INV S=+0.0020 461.16 INV 460.15 INV 460.15 INV (466.75 FS) (465.46 FS) 504.56 LF 12" CMLC STEEL PIPE (CLASS 350)

EXISTING SURFACE OVER CL PIPE
EX 12" SD
(462.6±) 1.33'
EX 12" W
(454.7±)
S=+0.0020
5 5 STA 33+60.00 GATE VALVE
6 2

BID PLAN SET - NOT FOR CONSTRUCTION
2/28/2024 4:18:11 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE SCALE
+50 36+00 37+00 MATCH LINE STREET STA 57+50 WATERLINE STA 39+29.07 SEE SHEET 10 MATCH LINE STREET STA 57+50 WATERLINE STA 39+29.07 SEE SHEET 10+50 +50 38+00 +50 39+00 MATCH LINE STREET STA 53+00 WATERLINE STA 34+79.07 SEE SHEET 8 MATCH LINE STREET STA 53+00 WATERLINE STA 34+79.07 SEE SHEET 8 460
465
470
450
455
460
465
470
450
455
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS

CONSTRUCTION NOTES
2 8
9 14
17 35+00
9 STA 53+00 TO STA 58+00

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE

THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

CONSTRUCT 12” 22.5 DEGREE BEND AND THRUST
BLOCK PER CITY OF BREA STD. 312-0.
4 CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND
COATED (CLASS 350) HIGH PRESSURE WATER LINE PER
CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT
TRENCHING AND STREET RESURFACING PER DETAIL 1
ON SHEET 2.

CONSTRUCT BLOW OFF PER DETAIL 3 ON SHEET 3.

CONSTRUCT AIR VAC ASSEMBLY PER DETAIL 2 ON
SHEET 3.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND
PLACE 2" AC OVERLAY.

FURNISH AND INSTALL 20" DIAMETER STEEL CASING
PER DETAIL 4 ON SHEET 3.

G.N.V.

GROUND OBSCURED
G.N.V.

G.N.V.

G.N.V. G.N.V.

GROUND OBSCURED
ASPH
ASPH
DIRT ONLY xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx
xx ONLY
35 +00 36+ 00 37+ 00 38 +00 39 +00
+00 54+00 55+00 56+00 57+00

CARBON CANYON ROAD
EX. R/W
EX. R/W

EL RODEO

EQUESTRIAN CENTER

CARBON CANYON
REGIONAL PARK 14.00' 33.00'
EDGE
OF AC

EX AC BERM
(PROTECT)

RECORDED C
322-031-07

CARBON CANYON

REGIONAL PARK
308-011-15
C
C
L
2 12" WAT VAR N/CL - COB

TEL VAR S/CL - AT&T
CABLE VAR S/CL - CROWN (SEE SHT 13)
S68°38'01"E
(PROTECT) 6'
14 STA 39+14

AIR VAC
STA 39+23

BLOW OFF
8 9
STA 39+24.00

BEG CASING
17 (17')
35 +00 36+ 00 37+ 00 38 +00 39 +00 (466.80 FS) (466.86 FS) (467.07 FS) (467.19 FS) (467.38 FS) (467.63 FS) (467.76 FS) (467.84 FS) (467.71 FS) 459.83 INV 459.83 INV 461.16 INV (467.70 FS) (466.75 FS) 450.00 LF 12" CMLC STEEL PIPE (CLASS 350)
EXISTING SURFACE OVER CL PIPE STA 39+16.52 22.5° BEND 462.03 INV STA 39+21.87 22.5° BEND 459.82 INV 4 4
S=+0.0020
17 STA 39+24 BEG CASING
S=+0.0020
S=-0.4142
2 8STA 39+22 BO
9STA 39+14 AV

BID PLAN SET - NOT FOR CONSTRUCTION
2/28/2024 4:18:19 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
HORIZ. 1" = 20'
VERT. 1" = 4'

PROFILE SCALE
+50 41+00 +50 42+00 +50 43+00 +50 44+00 MATCH LINE STREET STA 62+50 WATERLINE STA 44+37.60 SEE SHEET 11 MATCH LINE STREET STA 62+50 WATERLINE STA 44+37.60 SEE SHEET 11 MATCH LINE STREET STA 57+50 WATERLINE STA 39+29.07 SEE SHEET 9 MATCH LINE STREET STA 57+50 WATERLINE STA 39+29.07 SEE SHEET 9 475
460
465
470
480
455
475
460
465
470
455

CONSTRUCTION NOTES
2 0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
+50 40+00
4 6
5 14
10 STA 58+00 TO STA 62+50

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE
17 18
3 480 THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND
COATED (CLASS 350) HIGH PRESSURE WATER LINE PER
CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT
TRENCHING AND STREET RESURFACING PER DETAIL 1
ON SHEET 2.

CONSTRUCT 12” 11.25 DEGREE BEND AND THRUST
BLOCK PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” 22.5 DEGREE BEND AND THRUST
BLOCK PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” 45 DEGREE BEND AND THRUST BLOCK
PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” RESILIENT WEDGE GATE VALVE WITH
VALVE BOX ASSEMBLY PER CITY OF BREA STD. 302-0
AND 309-0.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND
PLACE 2" AC OVERLAY.

FURNISH AND INSTALL 20" DIAMETER STEEL CASING
PER DETAIL 4 ON SHEET 3.

ABANDON EXISTING WATER LINE IN PLACE. CUT AND
PLUG AT BOTH ENDS.

SIGN

GROUND OBSCURED
ASPH G.N.V.

ASPH
ASPH
DIRT
G.N.V.

DIRT
V
ELEC
TELCO
AT&T

STOP STOP
xx
xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx
xx xx xx xx
xx xx xx
xx
xx
xx
xx
xx xx xx xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx AT&T

STOP STOP
40+ 00 41+00 42 +00 + 43
00 44 +00
58+00 59+00 60+00 61+00 62+00

CARBON CANYON ROAD

REGIONAL PARK

ENTRANCE
EX. R/W
EX. R/W

CHINO HILLS STATE PARK

DISCOVERY CENTER
TOWER RD 23.00' 9.00'
EDGE
OF AC

EX AC BERM
(PROTECT)
TOP OF

AC BERM

RECORDED C
322-031-28

CARBON CANYON

REGIONAL PARK
308-011-22
L
STA 39+83.00 - 12''W MAIN LINE

GATE VALVE
D
D
6 2
12" WAT VAR N/CL - COB
10" GAS VAR S/CL - SCG TEL VAR S/CL - AT&T

ELEC VAR S/CL - EDISON

FO VAR S/CL - CROWN

TEL VAR S/CL - AT&T
10" GAS VAR S/CL - SCG
6" WAT - COB
(PROTECT)
(SEE SHT 13)
S68°38'01"E
STA 39+59.84 - 12''W MAIN LINE =

33.75° BEND
STA 57+78.05, (23.00' L) - CARBON CANYON RD
STA 39+43.64 - 12''W MAIN LINE =

33.75° BEND
STA 57+64.58, (14.00' L) - CARBON CANYON RD
3 STA 42+99.55 - 12''W MAIN LINE =
45° BEND
STA 61+17.75, (23.00' L) - CARBON CANYON RD
STA 43+19.35 - 12''W MAIN LINE =
45° BEND
STA 61+31.75, (9.00' L) - CARBON CANYON RD
5 5
2 (PROTECT) STA 57+796'
14 STA 61+12 18'
14 STA 39+65.00

END CASING
17 4
3 4 18
40+ 00 41+00 42 +00 + 43
00 44 +00
(475.50 FS)
(477.27 FS)
EX 6" WAT
(472.6±) 1.81' 468.90 INV (478.46 FS)
(474.67 FS) 465.69 INV
S=+0.0435
S=+0.0066 STA 43+96.00 GB; 469.00 INV
(468.28 FS)
(468.18 FS)
(468.53 FS)
(469.04 FS)
(469.49 FS)
(470.88 FS)
(471.75 FS)
(473.42 FS) 459.83 INV 459.83 INV (467.70 FS)
508.53 LF 12" CMLC STEEL PIPE (CLASS 350)
EXISTING SURFACE OVER CL PIPE STA 39+83.00 GATE VALVE (474.67 FS) 465.69 INV STA 39+43.64 33.75° BEND 459.86 INV STA 39+59.84 33.75° BEND 459.90 INV EX 12" W (462.9±) STA 39+67.55 22.5° BEND 459.91 INV STA 39+72.95 22.5° BEND 462.15 INV 4 4
EX 12" W
(468.3±) STA 43+09.89 GB; 465.25 INV 2.00'
S=+0.0105
S=+0.0020 S=+0.4142
S=+0.0020
6 STA 40+25.00 GB; 462.25 INV STA 42+99.55 45° BEND 465.15 INV 5 STA 43+19.35 45° BEND 465.52 INV
5 STA 39+65 END CASING
17 3
4 3
4 2

BID PLAN SET - NOT FOR CONSTRUCTION
3/12/2024 6:41:02 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
+50 46+00 MATCH LINE STREET STA 62+50 WATERLINE STA 44+37.60 SEE SHEET 10 MATCH LINE STREET STA 62+50 WATERLINE STA 44+37.60 SEE SHEET 1045+00 475
460
465
470
480
485
475
460
465
470
480
485
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
+50 CONSTRUCTION NOTES
2 13
14 11
STA 62+50 TO STA 63+50

WATER PLAN AND PROFILE

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE
18 1

PROFILE SCALE
HORIZ. 1" = 20'
VERT. 1" = 4'

DETAIL B
21 THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

REMOVE AND DISPOSE EXISTING ABANDONED WATER LINE AND CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND COATED (CLASS 350) HIGH PRESSURE WATER LINE PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT TRENCHING AND STREET RESURFACING PER DETAIL 1 ON SHEET 2.

CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND COATED (CLASS 350) HIGH PRESSURE WATER LINE PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT TRENCHING AND STREET RESURFACING PER DETAIL 1 ON SHEET 2.

CONSTRUCT 12” RESILIENT WEDGE GATE VALVE WITH VALVE BOX ASSEMBLY PER CITY OF BREA STD. 302-0 AND 309-0.
6 5 CONSTRUCT 12” 45 DEGREE BEND AND THRUST BLOCK PER CITY OF BREA STD. 312-0.

REMOVE AND DISPOSE INTERFERING PORTION OF EXISTING WATER LINE AND CONNECT NEW PIPE TO EXISTING PIPE.

MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND PLACE 2" AC OVERLAY.

ABANDON EXISTING WATER LINE IN PLACE. CUT AND PLUG AT BOTH ENDS.

CUT AND REMOVE INTERFERING PORTION OF EXISTING PIPE AND INSTALL 12” RESILIENT WEDGE GATE VALVE WITH VALVE BOX ASSEMBLY PER CITY OF BREA STDS. 302-0 AND 309-0. 19 CAP WATER LINE WITH WELDED FLANGE AND BLIND FLANGE.
26 CONSTRUCT 12” X 12” X 4” TEE WITH THRUST BLOCKS PER CITY OF BREA STD. 312-0. 27 CONSTRUCT 4” RESILIENT WEDGE GATE VALVE WITH VALVE BOX ASSEMBLY PER CITY OF BREA STDS. 302-0 AND 309-0.
28 CONSTRUCT 4” STEEL CEMENT MORTAR LINED AND COATED (CLASS 350) HIGH PRESSURE WATER LINE PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT TRENCHING AND STREET RESURFACING PER DETAIL 1 ON SHEET 2.
29 CONSTRUCT 4” 90 DEGREE BEND AND THRUST BLOCK PER CITY OF BREA STD. 312-0. 30 REMOVE INTERFERING PORTION OF EXISTING 12" HIGH PRESSURE WATER LINE AND CONSTRUCT 12" 90 DEGREE BEND AND THRUST BLOCK PER CITY OF BREA STD. 312-0. 31 ONCE THE NEW WATER LINE IS COMPLETED, REMOVE THE 45 DEGREE BEND AND VALVE AND VALVE BOX ASSEMBLY, BLIND FLANGE BOTH ENDS AND CONSTRUCT THRUST BLOCK.

DELIVER VALVE TO THE CITY YARD.
25 CONSTRUCT 12” TEE WITH THRUST BLOCKS PER CITY OF BREA STD. 312-0.

G.N.V.

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT
DIRT
V
DIRT
SDM
ELEC xx xx
xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx
xx xx xx xx xx xx xx xx
xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
63+00 64+00 65+00 66+00

CARBON CANYON ROAD
EX. R/W
EX. R/W

CHINO HILLS STATE PARK
DISCOVERY CENTER 9.00'
TOP OF

AC BERM

RECORDED C
322-031-28

CARBON CANYON

REGIONAL PARK
308-011-22
L
2 24" SD - RCP

CULVERT
12" WAT VAR N/CL - COB
10" GAS VAR S/CL - SCG

ELEC VAR S/CL - EDISON

FO VAR S/CL - CROWN

TEL VAR S/CL - AT&T

TEL VAR S/CL - AT&T
12" WAT VAR N/CL - COB
S68°38'01"E
14 18' STA 63+60
18 13

SEE DETAIL B
HEREON
45 +00
45 +56
45 +00
V
xx xx xx xx xx xx xx
xx xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx
STA 45+28.83 - 12''W MAIN LINE =
45° BEND
STA 63+41.23, (9.00' L) - CARBON CANYON RD
STA 45+37.67 - 12''W MAIN LINE =
45° BEND
STA 63+47.48, (15.25' L) - CARBON CANYON RD
5 STA 45+45.67 - 12''W MAIN LINE =
JOIN EX.

STA 63+55.49, (15.23' L) - CARBON CANYON RD
5 STA 45+23.00 - 12''W MAIN LINE

GATE VALVE
STA 45+23.00 - 12''W MAIN LINE

GATE VALVE
21 6
18 EX 12" CML PIPE
L=8.84'
45 +56
28 27
5'
STA 45+42.67 - 12''W MAIN LINE =
TEE
STA 63+52.48, (15.25' L) - CARBON CANYON RD
26 X
X
8'
2 21
30 5 31
6 31
25 2
2 2 (478.86 FS) (480.93 FS) (482.65 FS) (482.98 FS) STA 45+28.83 45° BEND 475.15 INV2.00' 468.90 INV (478.46 FS) 108.07 LF 12" CMLC STEEL PIPE (CLASS 350)
EXISTING SURFACE OVER 12"W STA 45+45.67 JOIN EX 12" W (476.46± INV) (S=+0.0540) STA 44+54.65 GB; 469.39 INV
EX 24" SD S=+0.0778 (474.0±)
S=+0.0066
5 STA 45+23.00 GATE VALVE
6 21 STA 45+37.67 45° BEND 475.84 INV
5 2
1 8.84 LF
21 6 STA 45+42.67 12" TEE 476.23 INV
12" CM PIPE
28 29
28 19

SECTION X-X
27 FS
METER
BOX

BID PLAN SET - NOT FOR CONSTRUCTION
HORIZ. 1" = 20'
VERT. 1" = 4'
PROFILE SCALE 3/12/2024 11:49:36 AM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\04 -12 - CARBON CANYON RD - PP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
0 20 40 60
SCALE: 1"= 20'

FOR REDUCED PLANS
10+00 +50 11+00
475
460
465
470
450
455
475
460
465
470
450
455

SANTA FE RD

REGIONAL PARK

MAIN ENTRANCE

CONSTRUCTION NOTES
8 4
5 7
10 11
2 12

AT SANTE FE ROAD INTERSECTION

WATER PLAN AND PROFILE

CARBON CANYON ROAD
HIGH PRESSURE WATER LINE 12
LEGEND

REMOVE EXISTING WATER LINE

PROPOSED WATER LINE

PROPOSED GATE VALVE

PROPOSED BLOWOFF
PROPOSED AIR VAC.

MILL AND OVERLAY AC PAVEMENT

PROPOSED STEEL CASING

ABANDON EXISTING WATER LINE

INLET LINE PROFILE
19 20
475
460
465
470
450
455
475
460
465
470
450
455
SEE SHEET 4
10+00 +50 11+00 +50

THE PIPE LENGTHS SHOWN

HEREON ARE BASED UPON

THE STATION TO STATION
HORIZONTAL DISTANCE.

NOTE:

CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND COATED (CLASS 350) HIGH PRESSURE WATER LINE PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT TRENCHING AND STREET RESURFACING PER DETAIL 1 ON SHEET 2.

CONSTRUCT 12” 22.5 DEGREE BEND AND THRUST BLOCK PER CITY OF BREA STD. 312-0.

CONSTRUCT 12” 45 DEGREE BEND AND THRUST BLOCK PER CITY OF BREA STD. 312-0.

CONSTRUCT 18” RESILIENT WEDGE GATE VALVE WITH VALVE BOX ASSEMBLY PER CITY OF BREA STD. 302-0 AND 309-0.

CONSTRUCT BLOW OFF PER DETAIL 3 ON SHEET 3.

REMOVE INTERFERING PORTION OF EXISTING 18” HIGH PRESSURE WATER LINE AND CUT IN 18” TEE WITH THRUST BLOCKS PER CITY OF BREA STD. 312-0.

FURNISH AND INSTALL 18"X14" REDUCER, DI. RESTRAIN ALL JOINTS.

CONSTRUCT 14” STEEL CEMENT MORTAR LINED AND COATED (CLASS 350) HIGH PRESSURE WATER LINE PER CITY OF BREA STDS. 301-0 AND 313-0. CONSTRUCT TRENCHING AND STREET RESURFACING PER DETAIL 1 ON SHEET 2.

CAP WATER LINE WITH WELDED FLANGE AND BLIND FLANGE.

FUTURE CONNECTION (BY OTHERS).

SEE SHEET 4
3 CONSTRUCT 12” 11.25 DEGREE BEND AND THRUST
BLOCK PER CITY OF BREA STD. 312-0.
16 RECONSTRUCT TRAFFIC LOOP DETECTOR IN KIND.
23 RESTORE DISTURBED PORTIONS OF EXISTING RAISED MEDIAN ISLAND IN KIND. 467.98 FS 467.54 FS 470.54 FS 473.58 FS (461.7±) EX TEL
EX 18"W
(461.5± INV)
EX 15"SEW
(453.6± INV) STA 10+77.26 END LINE; CAP 467.97 INV STA 10+00.00 18" TEE 461.54 INV STA 10+03.00

GATE VALVE
STA 10+06.00
18"X14" REDUCER

77.26 LF 14" CMLC STEEL PIPE
S=+0.0020

LIFT STATION
(BY OTHERS)
EXISTING SURFACE OVER 14"W STA 10+11.49 22.5° BEND 462.59 INV 4 STA 10+09.00 22.5° BEND 461.56 INV
4 (464.4±) EX TW
(CLASS 350)
20 EX 39"SD
(450.0± INV)
11 12
S=+0.4142
10 7 STA 10+64.53 22.5° BEND 462.70 INV
4 PIPE (BY OTHERS)
S=+0.4142
19 V
V
V
V
V
V

GROUND OBSCURED

GROUND OBSCURED
CONC
CONC
CONC
DIRT
DIRT
V
ASPH
CONC
SSM
SDM
SDM
SDM
AT&T
BIKE
LANE xx
xx xx xx
xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
SSM
SDM
BIKE
LANE

CARBON CANYON ROAD
+ 29 00
11+00
12+00
+ 13 00
N9°17'17"E

SANTA FE RD
EX. R/W
EX. R/W
EX. R/W
EX. R/W
308-041-24

OLINDA RANCH
PARK
308-041-30
STA 10+50.85 - 12''W MAIN LINE =
45° BEND
STA 11+43.26, (24.08' L) - SANTA FE RD
STA 11+16.81 - 12''W MAIN LINE =
45° BEND
STA 10+80.75, (30.03' L) - SANTA FE RD
STA 9+97.12 - 12''W MAIN LINE =

BEGIN LINE
CAP
STA 11+57.81, (71.27' L) - SANTA FE RD

C INTERSECTION
30+00.00 CARBON CANYON RD
10+00.00 SANTA FE RD=
L
STA 10+00.00 - 14'' LATERAL =

BEGIN LINE
STA 28+59.89, (58.32' L) - CARBON CANYON RD 10
12 2
5 5
7 11
16" DIP SEW
30" STEEL
CASING
39" SD
18" SD
4" GAS VAR N/CL - SCG

TEL VAR N/CL - AT&T
39" SD
15" SEW
54" SD

TEL VAR S/CL - AT&T
18" WAT VAR N/CL - COB
12" WAT (ABAN) VAR N/CL - COB

TEL VAR N/CL - AT&T

CATV - CROWN
7 12" SD PRESSURE RELIEF

PIPE (BY OTHERS)
2 SEE SHEET 4 STA 10+62.00 BLOW OFF

INLET LINE
20 STA 10+77.26 - 14'' LATERAL =

END LINE
CAP
STA 28+58.03, (135.56' L) - CARBON CANYON RD
20 19
19 SEE SHEET 4
8 18" SD
+ 9
77 + 10
00 11+00
+ 12 00
STA 10+29.19 - 12''W MAIN LINE =
45° BEND
STA 11+57.85, (39.20' L) - SANTA FE RD
5 STA 10+60.90

END CASING
STA 10+52.90

BEG CASING
17 16
23 2 EA
20'
20'
(473.86 FS)
(472.50 FS)
(465.64 FS)
(466.21 FS)
(467.25 FS)
EX 18" WAT
(461.1± INV)
EX 12" W-ABAND
(461.1± INV)
EX 4" GAS
(461.8±)
EX 4" GAS (460.8±) STA 9+97.12 END LINE; CAP 466.64 INV 1.75' STA 10+29.19 45° BEND 458.33 INV STA 11+16.81 45° BEND 458.28 INV 119.69 LF 12" CMLC STEEL PIPE (CLASS 350) STA 11+50.00 56.25° BEND 458.34 INV 3 EX TEL
(461.7±)
S=-0.0020
S=-0.4142S=-0.0020 S=+0.4142
S=+0.0020
S=-0.4143

LIFT STATION
(BY OTHERS)
20 2

EX TW EX TS
EX 15" SEWEX 15" SEW
5 5
EX 18" SD
8STA 10+62.00 BO 1.52' STA 10+71.76 22.5° BEND 458.19 INV 4 STA 10+64.90 22.5° BEND 455.34 INV
4 STA 10+50.85 45° BEND 455.37 INV
5 STA 10+40.82 22.5° BEND 458.31 INV
4 1.50' STA 10+47.90 22.5° BEND 455.38 INV
4 STA 10+52.90 BEG CASING STA 10+60.90 END CASING
17 STA 10+17.12 22.5° BEND 458.36 INV
4 19
5 BID PLAN SET - NOT FOR CONSTRUCTION
CL

EX C/G
(63.54') 18.69'

EX C/G EX 4" GAS 72.92' LT EX TEL 70.92' LT EX 12" WAT (ABND) 54.92' LT EX 18" WAT 58.92' LT EX TEL 14.43' RT STA 35+00 CARBON CANYON RD ±

NOT TO SCALE

SECTION A-A
CL
R/W
(60.00')
R/W
(70.00') PROP 12" WAT 54.92' LT

23.00'
1 14
(16.67')

EX AC
BERM

EX AC
BERM
(16.87')
CL PROP 12" WAT 25.00' LT
STA 47+50 CARBON CANYON RD ±

NOT TO SCALE

SECTION B-B
CL EX 12" WAT 20.07' LT
R/WR/W
(60.00') (70.00')
2 EX AC
BERM

EDGE OF

EX AC
(17.36') (33.39')
CL PROP 12" WAT 14.00' LT
STA 54+50 CARBON CANYON RD ±

NOT TO SCALE

SECTION C-C
CL EX 12" WAT 20.00' LT

R/W R/W
(60.00') (66.98')
2 6.00'
14 EDGE OF

EX AC

EX AC
BERM
(16.71') (38.39')
CL PROP 12" WAT 23.00' LT
STA 59+50 CARBON CANYON RD ±

NOT TO SCALE

SECTION D-D
CL

R/W R/W
(40.00') (40.00') EX 12" WAT 16.00' LTEX ELEC 32.14' RT EX TEL 30.41' RT EX FO CABLE 34.44' RT EX 10" GAS 28.30' RT 2 2/28/2024 4:19:14 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\13 - CARBON CANYON RD - TYP SEC.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
NOTE:

UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING UTILITY
LOCATIONS BEFORE TRENCHING. ALL DISCREPANCIES AND/OR

CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION
OF THE ENGINEER.

CONSTRUCTION NOTES
1 REMOVE AND DISPOSE EXISTING WATER LINE AND
CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND
COATED (CLASS 350) HIGH PRESSURE WATER LINE PER
CITY OF BREA STD. 301-0 AND 313-0. TRENCHING AND
STREET RESURFACING PER DETAIL 1 ON SHEET 2.

CONSTRUCT 12” STEEL CEMENT MORTAR LINED AND
COATED STEEL PIPE (CLASS 350) HIGH PRESSURE
WATER LINE PER CITY OF BREA STD. 301-0 AND 313-0.

TRENCHING AND STREET RESURFACING PER DETAIL 1
ON SHEET 2.
2 MILL EXISTING PAVEMENT TO A DEPTH OF 2" AND
PLACE 2" AC OVERLAY.
14 13

UTILITY SECTIONS

CARBON CANYON ROAD

HIGH PRESSURE WATER LINE

BID PLAN SET - NOT FOR CONSTRUCTION

GROUND OBSCURED GROUND OBSCURED

GROUND OBSCURED
CONC
V
V
V
V
ASPH
DIRT
DIRT
DIRT

GROUND OBSCURED

GROUND GROUND OBSCURED OBSCURED GROUND OBSCURED

GROUND OBSCURED GROUND OBSCURED GROUND OBSCURED
DIRT
ASPH
DIRT
UB
UB
SDM
ELEC
ELEC
SDM
xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx
xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx
xx
xx
xx
xx xx xx xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx xx xx
xx xx xx
xx xx xx xx xx xx
xx
xx
xx
xx
xx xx xx xx xx xx
SDM
SSM
SDM
SDM
EX. R/W STOP STOP
EX. R/W
EX. R/W
EX. R/W
EX. R/W
+
11 00
+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
42+00
43+00

RECORDED C
308-041-28 OLINDA RANCH PARK
308-161-30
308-161-29
332 BREA HILLS AVE
SFR
308-161-17
331 BREA HILLS AVE
308-161-31
308-041-28

OLINDA RANCH PARK
308-041-28

OLINDA RANCH PARK
322-031-04 CARBON CANYON

REGIONAL PARK
322-031-04 CARBON CANYON

REGIONAL PARK
322-031-23

CARBON CANYON

REGIONAL PARK
322-031-23

CARBON CANYON

REGIONAL PARK
L

C INTERSECTION
41+76.72 CARBON CANYON RD
10+00.00 BREA HILLS AVE=
L 4'24' 12' (12') (12') 12'
RECORDED CL 14' 12' (12')(12') 10' 8'
38' TAPER
120' TAPER
16'
16' 12'

RECORDED C
V
V
V
VUB
UB
V
V
GROUND

OBSCURED
GROUND

OBSCURED
CONC
CONC
CONC
DIRT
DIRT
DIRT
V
ASPH
CONC
UB V
SSM
SDM
SDM
SDM
AT&T
SDM
xx xx xx
xx xx
xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
SSM
SDM

SDM BIKE LANE
BIKE
LANE

LANE BIKE
EX. R/W
EX. R/W
EX. R/W
EX. R/W
EX. R/W
(12')
4'
23+00
24+00
25+00
26+00
27+00
28+00
29+00
31+00
32+00
33+00
+ 11 00
+
12 00
+ 13
00 308-041-24

OLINDA RANCH PARK
308-041-30
308-041-28 OLINDA RANCH PARK
322-031-23 CARBON CANYON

REGIONAL PARK
L (4')
(8') BL (12')(12') (12') (24')
12'
(12')
12'
12' (12')
12'
8'
40' TAPER
(12')
(8') BL
(12')
(12')
(24')
(16')

C INTERSECTION
30+00.00 CARBON CANYON RD
10+00.00 SANTA FE RD=
L
MATCH LINE STREET STA 33+00 BELOW LEFT 2/28/2024 4:19:31 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\14 - 16 - CARBON CANYON RD - STRP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
0 40 80 120
SCALE: 1"= 40'

FOR REDUCED PLANS

CARBON CANYON ROAD

SANTA FE RD

SANTA FE RD
MATCH LINE STREET STA 43+00 SEE SHEET 15

CARBON CANYON

REGIONAL PARK

REGIONAL PARK
MAIN ENTRANCE MATCH LINE STREET STA 33+00 ABOVE RIGHT

BREA HILLS AVE
NOTE: CONTRACTOR SHALL REMOVE EXISTING

CONFLICTING PAVEMENT STRIPING BY
SANDBLASTING, WHERE REQUIRED.
6 7

TYPE IV (RT)
7 TYPE IV (RT)
4 50'
5 12
1 1
5 12
5 12
5 1
100' O.C.
(TYP)
100' O.C.
(TYP)
12 (TYP)
100' O.C.
4 60'
14 5

STRIPING NOTES
1 PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.

PAINT 8” SOLID WHITE STRIPE AND PLACE TYPE C RAISED
PAVEMENT MARKER AT 25' SPACING.

PAINT 6” SOLID WHITE STRIPE PER DETAIL 27B CALTRANS STD.

PLAN A20B.

PAINT 12” SOLID WHITE STRIPE PER CALTRANS STD. PLAN A24F.

PAINT PAVEMENT MARKING PER CALTRANS STD. PLAN A24A. TYPE AS NOTED.

PAINT PAVEMENT MARKING PER CALTRANS STD. PLAN A24D & A24C.

PAINT 6" SOLID WHITE STRIPE PER CALTRANS DETAIL 39 STD. PLAN A20D.

PAINT 6" DASHED WHITE STRIPE PER CALTRANS DETAIL 39A STD.

PLAN A20D.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 29 CALTRANS STD. PLAN A20B.

PAINT 12" SOLID WHITE DIAGONAL @ 45 DEGREE ANGLE TO THE STRIPING DETAIL 27B.

INSTALL CHANNELIZER (CA).
2 3
4 5
6 7
8 9
10 11
12 13
14 REMOVE INTERFERING EXISTING STRIPING.
14 14
14 14
14 4
80'
4 100'
4 70'
6 6
400' E/O SANTA FE ROAD TO STA 43+00

STRIPING PLAN

CARBON CANYON ROAD
HIGH PRESSURE WATER LINE 14

BID PLAN SET - NOT FOR CONSTRUCTION
V
V
PIPE
DIRT
DIRT

GROUND OBSCURED

GROUND OBSCURED
G.N.V.

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT

GROUND OBSCURED
xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx
xx xx xx xx xx xx xx
xx
xx
xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
STOP
EX. R/W EX. R/W
EX. R/W
EX. R/W
EX. R/W 4'

EDGE OF

TRAVELWAY
43+00
44+00
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+
EDGE
OF AC
EDGE
OF AC
TOP OF

AC BERM
TOP OF

AC BERM

RECORDED C RECORDED C
308-161-31
322-031-06 CARBON CANYON

REGIONAL PARK
322-031-06

CARBON CANYON

REGIONAL PARK
308-011-03 308-011-13 308-011-13 308-011-15
322-031-04 CARBON CANYON REGIONAL PARK
L L

EDGE OF

TRAVELWAY
16'
16' 11' 1' 11' 4'
201' TRANSITION
220' TAPER 1' 12' 11' 12' 12' 6' 1' 6' 12' 12' 12' 12'
EDGE
OF AC
SIGN
G.N.V.

GROUND OBSCURED

GROUND OBSCURED
ASPH
G.N.V.

G.N.V.

G.N.V. G.N.V.

GROUND OBSCURED
ASPH
ASPH
DIRT
G.N.V.

ASPH
ASPH
DIRT
G.N.V.

DIRT
V
ELEC
TELCO
AT&T
xx xx xx xx xx xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx
xx xx xx xx xx xx xx
xx
xx
xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx
xx xx xx
xx xx
xx xx
AT&T

STOP STOP ONLY
EX. R/W
EX. R/W
EX. R/W
EX. R/W
+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 EDGE
OF AC
EDGE
OF AC
TOP OF

AC BERM
TOP OF

AC BERM

RECORDED C

RECORDED C
322-031-07

CARBON CANYON

REGIONAL PARK
322-031-28

CARBON CANYON

REGIONAL PARK
308-011-22
308-011-15
L
L
74' TRANSITION 148' TRANSITION 12' 12' 12' 11' 12' 3' 5' 12' 11' 12' 12' 90 TRANSITION
313' TAPER 1' 1' 11' 3' VAR. 2/28/2024 4:19:34 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\14 - 16 - CARBON CANYON RD - STRP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
0 40 80 120
SCALE: 1"= 40'
FOR REDUCED PLANS MATCH LINE STREET STA 62+50 SEE SHEET 16 CARBON CANYON ROAD MATCH LINE STREET STA 53+00 SEE ABOVE RIGHT

CARBON CANYON
REGIONAL PARK MATCH LINE STREET STA 53+00 SEE BELOW LEFT MATCH LINE STREET STA 43+00 SEE SHEET 14
NOTE: CONTRACTOR SHALL REMOVE EXISTING

CONFLICTING PAVEMENT STRIPING BY
SANDBLASTING, WHERE REQUIRED.
5 5
100' O.C.
(TYP)
11 2
1 50'
7 TYPE IV (RT)
3 75'
7 TYPE IV (RT)
7 TYPE VI
7 TYPE VI
4 75'
5 7

TYPE IV (RT)
7 TYPE VI
7 100' 2
3 200'
7 TYPE VI
5 1
7 TYPE IV (RT)
7 TYPE IV (RT)
8 7 11

TYPE IV (LT)
7 5

TYPE VI
7 TYPE VI
4 140'
4 100'
7 TYPE IV (LT)
7 TYPE IV (LT)
4 140'
2 5 11
7 TYPE VI
12 10' O.C.
(TYP)
4 140'
4 50'
2 5
3 2 5

STRIPING NOTES
1 PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.

PAINT 8” SOLID WHITE STRIPE AND PLACE TYPE C RAISED
PAVEMENT MARKER AT 25' SPACING.

PAINT 6” SOLID WHITE STRIPE PER DETAIL 27B CALTRANS STD.

PLAN A20B.

PAINT 12” SOLID WHITE STRIPE PER CALTRANS STD. PLAN A24F.

PAINT PAVEMENT MARKING PER CALTRANS STD. PLAN A24A. TYPE AS NOTED.

PAINT PAVEMENT MARKING PER CALTRANS STD. PLAN A24D & A24C.

PAINT 6" SOLID WHITE STRIPE PER CALTRANS DETAIL 39 STD. PLAN A20D.

PAINT 6" DASHED WHITE STRIPE PER CALTRANS DETAIL 39A STD.

PLAN A20D.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 29 CALTRANS STD. PLAN A20B.

PAINT 12" SOLID WHITE DIAGONAL @ 45 DEGREE ANGLE TO THE STRIPING DETAIL 27B.

INSTALL CHANNELIZER (CA).
2 3
4 5
6 7
8 9
10 11
12 13
14 REMOVE INTERFERING EXISTING STRIPING.
14 14
14 14
14 14
STA 43+00 TO STA 62+50

STRIPING PLAN

CARBON CANYON ROAD
HIGH PRESSURE WATER LINE 15

BID PLAN SET - NOT FOR CONSTRUCTION
G.N.V.

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT
DIRT
V
DIRT
SDM
ELEC
xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx EX. R/W
EX. R/W
63+00 64+00 65+00 66+00 67+00
TOP OF

AC BERM

RECORDED C
322-031-28

CARBON CANYON

REGIONAL PARK
308-011-22 L
313' TAPER
(11') (13') 11' VAR. 4' 3' 66+50 JOIN EX 2/28/2024 4:19:38 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\14 - 16 - CARBON CANYON RD - STRP.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS 0 40 80 120 SCALE: 1"= 40'

FOR REDUCED PLANS
CARBON CANYON ROAD MATCH LINE STREET STA 62+50 SEE SHEET 15 NOTE: CONTRACTOR SHALL REMOVE EXISTING

CONFLICTING PAVEMENT STRIPING BY
SANDBLASTING, WHERE REQUIRED.
12 10' O.C.
(TYP)
11 5 5 2 5 5
STRIPING NOTES 1 PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 9 CALTRANS STD. PLAN A20A.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 22 CALTRANS STD. PLAN A20A.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 38 CALTRANS STD. PLAN A20D.

PAINT 8” SOLID WHITE STRIPE AND PLACE TYPE C RAISED
PAVEMENT MARKER AT 25' SPACING.

PAINT 6” SOLID WHITE STRIPE PER DETAIL 27B CALTRANS STD.

PLAN A20B.

PAINT 12” SOLID WHITE STRIPE PER CALTRANS STD. PLAN A24F.

PAINT PAVEMENT MARKING PER CALTRANS STD. PLAN A24A. TYPE AS NOTED.

PAINT PAVEMENT MARKING PER CALTRANS STD. PLAN A24D & A24C.

PAINT 6" SOLID WHITE STRIPE PER CALTRANS DETAIL 39 STD. PLAN A20D.

PAINT 6" DASHED WHITE STRIPE PER CALTRANS DETAIL 39A STD.

PLAN A20D.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 29 CALTRANS STD. PLAN A20B.

PAINT 12" SOLID WHITE DIAGONAL @ 45 DEGREE ANGLE TO THE STRIPING DETAIL 27B.

INSTALL CHANNELIZER (CA). 23456789
10 11
12 13
14 REMOVE INTERFERING EXISTING STRIPING.
14 STA 62+50 TO STA 66+50

STRIPING PLAN

CARBON CANYON ROAD
HIGH PRESSURE WATER LINE 16

BID PLAN SET - NOT FOR CONSTRUCTION
(# 12-23-N-UJ-0731) FOR PROJECT. SEE PROJECT SPECIFICATIONS.

FINAL PAVEMENT STRIPING AND PUNCH LIST. CONTRACTOR TO

COORDINATE TRAFFIC CONTROL FOR THIS STAGE WITH CITY
INSPECTOR. 2/14/2024 12:11:40 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\17-TC01 GENERAL NOTES.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD

FROM WEST OF SANTA FE ROAD TO EAST

OF BREA HILLS AVENUE

GENERAL NOTES, STAGING AND LEGEND

TRAFFIC CONTROL GENERAL NOTES CONSTRUCTION PHASING SUMMARY

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL

TRAFFIC CONTROL SIGN LEGEND (ALL SHEETS)

ROAD WORK
C17 (CA)
FRONT - 25

SPEED LIMIT
25 LANE
CLOSED
C30 (CA)
35 MPH

SPEED ZONE
AHEAD
W3-5a(35)
R3-2
LANE
NARROW
C12 (CA)
END

ROAD WORK
G20-2
R3-1
END
DETOUR
M4-8a
SC-9 (CA)
DETOUR
DETOUR
SC-3 (CA)
M4-9(R) M4-9(L)

DETOUR DETOUR
ROAD
CLOSED
R11-2

SANTA FE ROAD

CLOSED AT

CARBON CANYON ROAD

USE DETOUR
SP-1
W1-6(L) W1-7
ROAD
WORK
AHEAD
W11-1 W16-1 W20-1
SHARE
THE
ROAD
W20-5(L)

LEFT LANE
CLOSED
AHEAD
W20-5(R)

RIGHT LANE
CLOSED
AHEAD
END
C17 (CA)
BACK

SPEED LIMIT
25 ROAD WORK

SPEED LIMIT
35 C17 (CA)
FRONT - 35
25 MPH

SPEED ZONE
AHEAD
W3-5a(25)
W20-2
DETOUR
AHEAD
W1-4L W1-4R W4-2R
W12-1
STOP
R1-1
M4-8
DETOUR

PROPOSED WATER LINE

HIGH PRESSURE WATER LINE
17 BID PLAN SET - NOT FOR CONSTRUCTION
16+00 17+00 18+00 19+00 20+00 21+00 22+
(7')
(12')
(16')
(12')
(12')
(2') (6')
(12')
(6')
500'
W20-5L
W20-1
G20-2
V
V
V
V

UB UB V
V

GROUND OBSCURED

GROUND OBSCURED
ASPH
CONC
CONC
CONC
DIRT
DIRT
DIRT
DIRT
V
ASPH

CONC UB V
ASPH
SSM
SDM
SDM
SDM
AT&T

SDM LANE BIKE
SDM
+00 23+00 24+00 25+00 26+00
27+00
28+00
29+00
+ 31 00
+ 32 00
+ 33 00
+
11 00
+ 12 00
+
13 00
+
14 00
(6')
(18')
(12')
(16')
(12')
(12')
(2') (6')
(12')
(12')
(12')
(12')
(12')
(4')
(9')
(12')
(12')
(12')
(12')
(12')
(12')
(4')
(8')
(12')
11'
12'
11'
50'
500'
90' TANGENT
11'
12'
12'
12'
12'

CONTRACTOR TO MAINTAIN BIKE /

PEDESTRIAN ACCESS TO
CROSSWALK @ ALL TIMES

CONTRACTOR TO MAINTAIN BIKE /

PEDESTRIAN ACCESS TO
CROSSWALK @ ALL TIMES
5' B
L
5' B
L
50' BUFFER
180' TAPER

PROPOSED WATERLINE
C30 (CA)
R3-2
R3-2
C30 (CA)
R3-1
W1-7
R11-2
C17 (CA) BACK

ROAD CLOSURE SEE SHEET
20 FOR DETOUR PLAN
R11-2 R11-2
C30 (CA)
5' B
L

CONSTRUCTION
ZONE
STAGE 1
BUFFER
*
*

LOOKING EAST
4'
11'
LANE
12'
LANE
12'
LANE
5' 8'
NTS
12'

LANE SHDR
EX
RW
EX
RW

MINIMUM BUFFER

TO OPEN TRANCH
5'
B
L 2/14/2024 12:12:15 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\18-19-TC01 -CC-01-02.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS MATCH LINE SEE ABOVE RIGHT MATCH LINE SEE BELOW LEFT MATCH LINE SEE SHEET 19

CARBON CANYON ROAD

SANTA FE ROAD
0 40 80 120
SCALE: 1"= 40'

FOR REDUCED PLANS
STAGE 1 WORKING HOURS
9AM TO 3PM M-F

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

PROPOSED WATER LINE

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL
TRAFFIC CONTROL SIGNS - STAGE 1
END
C17 (CA)
BACK

SPEED LIMIT
25 ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
END

ROAD WORK
G20-2
W11-1 W16-1
SHARE
THE
ROAD
35 MPH

SPEED ZONE
AHEAD
R3-1 R3-2 W1-7 W3-5a(35)

LEFT LANE
CLOSED
AHEAD
W20-5L
ROAD
CLOSED
R11-2
25 MPH

SPEED ZONE
AHEAD
W3-5a(25)

ROAD WORK
C17 (CA)
FRONT - 25

SPEED LIMIT
25 ROAD WORK
C17 (CA)
FRONT - 35

SPEED LIMIT
35 RIGHT LANE
CLOSED
AHEAD
W4-2R W20-5R
PCMS

PCMS PORTABLE CHANGEABLE MESSAGE SIGN
STAGE 1 DURATION
2 WEEKS

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD

CARBON CANYON ROAD / SANTA FE ROAD

INTERSECTION
STAGE 1

HIGH PRESSURE WATER LINE
18 BID PLAN SET - NOT FOR CONSTRUCTION

GROUND OBSCURED GROUND OBSCURED

GROUND OBSCURED
CONC
V
V
V
V
V
V
ASPH
DIRT
DIRT
DIRT

GROUND OBSCURED

GROUND GROUND OBSCURED

OBSCURED GROUND OBSCURED

GROUND OBSCURED GROUND OBSCURED GROUND OBSCURED
DIRT
ASPH
DIRT
UB
UB
SDM
ELEC
ELEC

SDM STOP STOP
xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx
xx xx xx
xx
xx xx xx xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx
xx
xx xx xx
xx
xx
xx
xx
SDM
SSM
SDM
SDM +
11 00 12
+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
42+00
43+00
+ 44 00
(24')
(12')
(4')
(12')
(12')
(12')
(8')
(12')
(24')
(4')
(12')
(24')
(8')
(12')
(12')
(12')
(13')
(21')
(12')
90' TANGENT 250' 250' 6' B
L
180' TAPER 6' B
L
6' B
L
C30 (CA) W4-2R
250' W11-1 &
W16-1
C17 (CA) FRONT 25
W4-2R
500'
C17 (CA) FRONT 25
W20-5R
500' 5' B
L
V
PIPE
DIRT

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT

GROUND OBSCURED
xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
44+00
45+00 46+00 (12') 47+00 48+00 49+00
(12')
(4')
(5')
C17 (CA) FRONT - 35 C17 (CA) FRONT - 35 W20-1
C17 (CA) FRONT 25 W3-5a(25) W3-5a(35)
500' 500' 500' 500'
G20-2
500' 2/14/2024 12:12:20 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\18-19-TC01 -CC-01-02.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
MATCH LINE SEE ABOVE RIGHT MATCH LINE SEE SHEET 18

CARBON CANYON ROAD

CARBON CANYON ROAD
0 40 80 120
SCALE: 1"= 40'

FOR REDUCED PLANS

MATCH LINE SEE BELOW LEFT
TRAFFIC CONTROL SIGNS - STAGE 1
END
C17 (CA)
BACK

SPEED LIMIT
25 ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
END

ROAD WORK
G20-2
W11-1 W16-1
SHARE
THE
ROAD
35 MPH

SPEED ZONE
AHEAD
W3-5a(35)

EL RODEO

EQUESTRIAN
CENTER

BREA HILLS AVENUE
R3-1 R3-2 W1-7

LEFT LANE
CLOSED
AHEAD
W20-5L
STAGE 1 WORKING HOURS
9AM TO 3PM M-F
ROAD
CLOSED
R11-2
25 MPH

SPEED ZONE
AHEAD
W3-5a(25)

ROAD WORK
C17 (CA)
FRONT - 25

SPEED LIMIT
25 ROAD WORK
C17 (CA)
FRONT - 35

SPEED LIMIT
35 RIGHT LANE
CLOSED
AHEAD
W4-2R W20-5R

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL
PROPOSED WATER LINE STAGE 1 DURATION
2 WEEKS PCMS PORTABLE CHANGEABLE MESSAGE SIGN

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD

CARBON CANYON ROAD / BREA HILLS AVENUE

INTERSECTION
STAGE 1

HIGH PRESSURE WATER LINE
19 BID PLAN SET - NOT FOR CONSTRUCTION

LAMBERT RD

VALENCIA AVE

SANTA FE RD

CARBON CANYON ROAD

CONDOR AVE

CARDINAL ST

LARK LANE

VALLEY CROSSING RD

RAILWAY AVE

SANTA FE RD

MERRIFIELD DR

SANTA FE RD

TRAFFIC ROUTING DURING CLOSURE
R11-2
R11-2
M4-8
M4-9(R)
M4-8
M4-9(R)
M4-8
M4-9(R)
M4-8
M4-9(R)
M4-8
M4-9(R)
M4-8
M4-8
M4-8
M4-8
M4-9(L)
M4-9(L)
M4-9(L)
M4-9(L)
M4-9(L)
SC3 (CA)
SC3 (CA)
SC3 (CA)
SC3 (CA)
SC3 (CA)
SC3 (CA)
SC3 (CA)
SC3 (CA) SC3 (CA) M4-8a SC3 (CA)
SC9 (CA)
SC9 (CA)
SC9 (CA)
M4-8a
SC9 (CA)
M4-9(R)
SC9 (CA)
M4-9(R)
M4-9(L)
W20-2
SP-1
SC9 (CA)

ROAD CLOSED
SEE SHEET 17
W20-2
SC9 (CA) SP-1
SC-3(CA)
M4-9(L)
W20-2
SP-1
W20-2
SP-1
W20-2
SP-1
M4-9(L) 2/14/2024 12:13:20 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\20-TC01 -DETOUR-CCW 01.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS
0 30 60 90
SCALE: 1"= 30'

FOR REDUCED PLANS
END
DETOUR
M4-8a
SC-9 (CA)
DETOUR
DETOUR
SC-3 (CA)
M4-9(R) M4-9(L)

DETOUR DETOUR
TRAFFIC CONTROL SIGNS - STAGE 1 DETOUR
STAGE 1 WORKING HOURS
9AM TO 3PM M-F
ROAD
CLOSED
R11-2

SANTA FE ROAD

CLOSED AT

CARBON CANYON ROAD

USE DETOUR
SP-1 W20-2
DETOUR
AHEAD
M4-8
DETOUR
PCMS
STAGE 1 DURATION
2 WEEKS

CARBON CANYON ROAD / SANTA FE ROAD INTERSECTION

DETOUR PLAN

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD
STAGE 1

HIGH PRESSURE WATER LINE
20 BID PLAN SET - NOT FOR CONSTRUCTION
V
V
V
V
PIPE
V
V
ASPH
DIRT
DIRT
DIRT
DIRT

GROUND OBSCURED

GROUND GROUND OBSCURED

OBSCURED

GROUND OBSCURED GROUND OBSCURED GROUND OBSCURED
DIRT
UB
UB

GROUND OBSCURED
SDM
ELEC
ELEC

SDM STOP STOP
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx xx
xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx
xx xx xx
xx
xx xx xx xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx
xx
xx xx xx
xx
xx
xx
xx
xx
xx
xx xx
xx xx
xx
xx
xx
SDM
SSM
SDM
SDM
+ 12 43
+
11 00
+ 12
00 +00 37+00 38+00 39+00 40+00 41+00
42+00
43+00
+ 44 00
+ 45 00
(12')
(4')
(12')
(12')
(12')
(8')
(12')
(24')
(4')
(12')
(24')
(8')
(12')
(13')
(21')

CONTRACTOR TO MAINTAIN BIKE /

PEDESTRIAN ACCESS TO
CROSSWALK @ ALL TIMES
11'
5' B
L
250'
250'
W11-1 & W16-1
(24')
250'
W20-1
G20-2
11'
5' B
L
11'
STOP
R1-1
11'
50'
C30 (CA)
G20-2
11'
11'
W1-4R 50'
W20-1
11'
DIRT

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT

GROUND OBSCURED
xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx
46+00 (12') 47+00 48+00 49+00
(12')
(4')
(5')
W20-1
G20-2
250'
C12(CA)
250'
STAGE 2A
EX
RW
EX
RW

BREA HILLS AVE INTERSECTION

LOOKING EAST
NTS
11'
LANE
16'-11'
LANE
16'-0'
CONST.

ZONE 5'
B
L
±14' 2/14/2024 12:13:51 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\21-TC02A-CC-01.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS MATCH LINE SEE ABOVE RIGHT

CARBON CANYON ROAD

CARBON CANYON ROAD
0 40 80 120
SCALE: 1"= 40'

FOR REDUCED PLANS

MATCH LINE SEE BELOW LEFT

EL RODEO

EQUESTRIAN
CENTER
STAGE 2A WORKING HOURS
9AM TO 3PM M-F
TRAFFIC CONTROL SIGNS - STAGE 2A
ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
W11-1 W16-1
SHARE
THE
ROAD
END

ROAD WORK
G20-2
LANE
NARROW
C12 (CA)
W1-4R
STOP
R1-1

BREA HILLS AVENUE
STAGE 2A DURATION
1 WEEK

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

PROPOSED WATER LINE

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL

PCMS PORTABLE CHANGEABLE MESSAGE SIGN

CARBON CANYON ROAD / BREA HILLS

AVENUE INTERSECTION

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD
STAGE 2A

HIGH PRESSURE WATER LINE
21 BID PLAN SET - NOT FOR CONSTRUCTION
V
V
V
V
PIPE
V
V
ASPH
DIRT
DIRT
DIRT
DIRT

GROUND OBSCURED

GROUND GROUND OBSCURED

OBSCURED

GROUND OBSCURED GROUND OBSCURED GROUND OBSCURED
DIRT
UB
UB

GROUND OBSCURED
SDM
ELEC
ELEC

SDM STOP STOP
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx xx
xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx
xx xx xx
xx
xx xx xx xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx
xx
xx xx xx
xx
xx
xx
xx
xx
xx
xx xx
xx xx
xx
xx
xx
SDM
SSM
SDM
SDM
+ 12 43
+
11 00
+ 12
00 +00 37+00 38+00 39+00 40+00 41+00
42+00
43+00
+ 44 00
+ 45 00
(12')
(4')
(12')
(12')
(12')
(8')
(12')
(24')
(4')
(12')
(24')
(8')
(12')
(13')
(21')

CONTRACTOR TO MAINTAIN BIKE /

PEDESTRIAN ACCESS TO
CROSSWALK @ ALL TIMES
11'
5' B
L
250'
250'
W11-1 & W16-1
(24')
250'
W20-1
G20-2
11'
5' B
L
R1-1 STOP
11'
50'
C30 (CA)
G20-2
11' 11'
W1-4L
50'
W20-1 11'
11'
DIRT

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT

BREA HILLS AVE INTERSECTION

LOOKING EAST
NTS
11'
LANE
16'-11'
LANE
16'-0'
CONST.

ZONE 5'
B
L
±14' 2/14/2024 12:14:30 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\22-TC02B-CC-01.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS MATCH LINE SEE ABOVE RIGHT

CARBON CANYON ROAD

CARBON CANYON ROAD
0 40 80 120
SCALE: 1"= 40'

FOR REDUCED PLANS

MATCH LINE SEE BELOW LEFT

EL RODEO

EQUESTRIAN
CENTER
STAGE 2B WORKING HOURS
9AM TO 3PM M-F
TRAFFIC CONTROL SIGNS - STAGE 2B
ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
W11-1 W16-1
SHARE
THE
ROAD
END

ROAD WORK
G20-2
LANE
NARROW
C12 (CA)
W1-4L
STOP
R1-1

BREA HILLS AVENUE
STAGE 2B DURATION
1 WEEK

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

PROPOSED WATER LINE

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL

PCMS PORTABLE CHANGEABLE MESSAGE SIGN

CARBON CANYON ROAD / BREA HILLS

AVENUE INTERSECTION

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD
STAGE 2B

HIGH PRESSURE WATER LINE
22 BID PLAN SET - NOT FOR CONSTRUCTION
V
V
V
V
PIPE
V
V
ASPH
DIRT
DIRT
DIRT
DIRT

GROUND OBSCURED

GROUND GROUND OBSCURED

OBSCURED

GROUND OBSCURED GROUND OBSCURED GROUND OBSCURED
DIRT
UB
UB

GROUND OBSCURED
SDM
ELEC
ELEC

SDM STOP STOP
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx xx
xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx
xx xx xx
xx
xx xx xx xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx
xx
xx xx xx
xx
xx
xx
xx
xx
xx
xx xx
xx xx
xx
xx
xx
SDM
SSM
SDM
SDM
+ 12 43
+
11 00
+ 12
00 +00 37+00 38+00 39+00 40+00 41+00
42+00
43+00
+ 44 00
+ 45 00
(12')
(4')
(12')
(12')
(12')
(8')
(12')
(24')
(4')
(12')
(24')
(8')
(12')
(13')
(21')

CONTRACTOR TO MAINTAIN BIKE /

PEDESTRIAN ACCESS TO
CROSSWALK @ ALL TIMES
11'
5' B
L
(24')
250'
11'
5' B
L
50'
11'
11'
50'
11'
STOP
11'
250'
250'
W11-1 & W16-1
W20-1
G20-2
C30 (CA)
G20-2
W12-1
W20-1
R1-1
C30 (CA)
DIRT

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT

BREA HILLS AVE INTERSECTION

LOOKING EAST
NTS
11'
LANE
16'-11'
LANE
16'-0'
CONST.

ZONE 5'
B
L
±14' 2/14/2024 12:15:05 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\23-TC02C-CC-01.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS MATCH LINE SEE ABOVE RIGHT

CARBON CANYON ROAD

CARBON CANYON ROAD
0 40 80 120
SCALE: 1"= 40'

FOR REDUCED PLANS

MATCH LINE SEE BELOW LEFT

EL RODEO

EQUESTRIAN
CENTER

BREA HILLS AVENUE
STAGE 2C WORKING HOURS
9AM TO 3PM M-F
TRAFFIC CONTROL SIGNS - STAGE 2C
ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
W11-1 W16-1
SHARE
THE
ROAD
END

ROAD WORK
G20-2
LANE
NARROW
C12 (CA)
STOP
R1-1
W12-1
STAGE 2C DURATION
1 WEEK

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

PROPOSED WATER LINE

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL

PCMS PORTABLE CHANGEABLE MESSAGE SIGN

CARBON CANYON ROAD / BREA HILLS

AVENUE INTERSECTION

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD
STAGE 2C

HIGH PRESSURE WATER LINE
23 BID PLAN SET - NOT FOR CONSTRUCTION
14+58 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+ (7')
(12')
(16')
(12')
(12')
(2') (6')
(12')
(6')
(7')
(12')
(16')
(12')
(12')
(2')
(6')
(12')
(6')
500'
W20-1
W3-5a(35) W3-5a(25) C17 (CA)
FRONT - 25
C17 (CA)
FRONT - 35
C17 (CA)
FRONT - 35
500' 500' 500' 500'
G20-2
V
V
V
UB
V
V
GROUND

OBSCURED
GROUND

OBSCURED
CONC
CONC
CONC
CONC
DIRT
DIRT
DIRT
V
GROUND

OBSCURED
V
ASPH
CONC
DIRT
ASPH
SSM
SDM
SDM
AT&T

SDM BIKE
LANE
BIKE
LANE
xx xx xx
xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx
xx xx xx xx xx
xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx
xx xx
SSM
SDM

BIKE LANE
SDM
+ 25 00
+ 26 00
+ 27 00
+ 28 00
29+00
31+00
32+00
33+00 34+00 35+00 36+00 37+
+
11 00
+ 12
00 (6')
(18')
(12')
(16')
(12')
(12') (2')
(6')
(12')
(12')
(12')
(12')
(12')
(4')
(9')
(12')
(24')
(12')
(4')
(12')
(12')
(12')
(8')
(12')
(12')
(12')
(12')
(12')
(4')
(8')
(12')
11' 5' B
L
11'
5' B
L
12'
LB
6' VAR
12'
LB6' VAR
500'
C17 (CA)
FRONT - 25
C17 (CA) BACK
C17 (CA) FRONT - 25
C17 (CA)
FRONT - 25
500'
G20-2
16 16 14
(TYP)
14 (TYP)
STAGE 3
EX
RW
EX
RW

SANTA FE RD TO BREA HILLS AVE

LOOKING EAST
NTS
12'
LANE
11'
LANE
12'
LANE
12'
LANE
4'
CONST.

ZONE VAR
6'
B
L
5'
B
L
2'
±9' 2/14/2024 12:15:41 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\24-26-TC03-CCW-01-03.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS

CARBON CANYON ROAD
0 40 80 120
SCALE: 1"= 40'
FOR REDUCED PLANS MATCH LINE SEE SHEET 25

MATCH LINE SEE ABOVE RIGHT

SANTA FE ROAD
STAGE 3 WORKING HOURS
7AM TO 7PM M-F

CARBON CANYON ROAD MATCH LINE SEE BELOW LEFT
TRAFFIC CONTROL SIGNS - STAGE 3
LANE
NARROW
C12 (CA)
END
C17 (CA)
BACK

SPEED LIMIT
25 ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
END

ROAD WORK
G20-2
W11-1 W16-1
SHARE
THE
ROAD
35 MPH

SPEED ZONE
AHEAD
W3-5a(35)
W1-6L

ROAD WORK
C17 (CA)
FRONT - 25

SPEED LIMIT
25 ROAD WORK
C17 (CA)
FRONT - 35

SPEED LIMIT
35 25 MPH

SPEED ZONE
AHEAD
W1-4L W1-4R W3-5a(25)

STRIPING NOTES
PAINT 6” SOLID WHITE STRIPE PER DETAIL 39 CALTRANS STD.

PLAN A20D.
16 14 REMOVE INTERFERING EXISTING STRIPING.

STAGE 3 DURATION
10 WEEKS

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

PROPOSED WATER LINE

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL

PCMS PORTABLE CHANGEABLE MESSAGE SIGN
PCMS

FROM WEST OF SANTE FE ROAD

TO EAST PROJECT LIMIT

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD
STAGE 3

HIGH PRESSURE WATER LINE
24 BID PLAN SET - NOT FOR CONSTRUCTION
V
V
V
V
PIPE
V
ASPH
DIRT
DIRT
DIRT
DIRT

GROUND OBSCURED

GROUND OBSCURED
ASPH
DIRT

DIRT UB
UB

GROUND OBSCURED
SDM
ELEC
ELEC

SDM STOP STOP
xx xx xx xx xx xx
xx xx xx xx xx
xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx
xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx
xx xx
xx
xx xx xx xx xx xx xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx
xx xx
xx
xx
xx
SDM
SSM
SDM
SDM +
11 00
+
12 00
+ 37 00
+ 38 00
+ 39 00
+ 40 00
+ 41 00
+ 42 00
43+00
44+00
45+00 46+00 47+00 48+00 49+
(12')
(24')
(4')
(12')
(24')
(8')
(12')
(12')
(12')
11'
11'
11'
11'
11'
11'
5' B
L
5' B
L 5' B
L5' B
L
LB4'
12'
6' B
L
VAR
6' B
L
C17 (CA)
FRONT - 25
C17 (CA) FRONT - 25
C12 (CA)
W1-4R
C17 (CA) FRONT - 25
C17 (CA) FRONT - 25
C30(CA)
200'

TRANSITION
C30(CA)
C12(CA)
G20-2
W20-1

CONTRACTOR TO MAINTAIN

ACCESS AT ALL TIMES
16 14
(TYP)
16 14
(TYP)
16 16
14 (TYP)
15 EX GUARD RAIL

GROUND OBSCURED
G.N.V.

G.N.V.

GROUND OBSCURED

GROUND OBSCURED
ASPH
ASPH
DIRT
STOP
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx
xx xx xx xx xx xx xx
xx
xx
xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx
xx xx xx
xx xx xx
xx
xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx +00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+
(12')
(11')
(12')
(6')
(13')
11'
11'
8'
11'
11'
8' 5' B
L5' B
L
LB4'
11'
11' 5' B
L
C17 (CA)
W1-4R
FRONT - 25
C17 (CA)
FRONT - 25
200' TRANSITION
W1-6L
11'
B
4' L
16 15
16 16
15 14
(TYP)
14 (TYP)
14 (TYP)

CONSTRUCTION
ZONE
STAGE 3 STAGE 3
EX
RW
EX
RW
11'
LANE
EX
RW
EX
RW

AT EQUESTRIAN CENTER ACCESS

LOOKING EAST
NTS
11'
LANE
5'
B
L
4'
B
L

BREA HILLS AVE TO EQUESTRIAN CENTER ACCESS

LOOKING EAST
NTS
11'
LANE
16'-11'
LANE
16'-0'
CONST.

ZONE 6'-4'
B
L
5'
B
L
2'
±9' ±9'
STAGE 3

EQUESTRIAN CENTER ACCESS TO DISCOVERY CENTER ACCESS

LOOKING EAST
NTS

CONSTRUCTION
ZONE 11'
LANE
EX
RW
EX
RW 11'
LANE
5'
B
L
4'-8'
B
L
±13'
2' 2/14/2024 12:15:48 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\24-26-TC03-CCW-01-03.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS

CARBON CANYON ROAD
0 40 80 120
SCALE: 1"= 40'
FOR REDUCED PLANS MATCH LINE SEE BELOW LEFT MATCH LINE SEE SHEET 26 MATCH LINE SEE ABOVE RIGHT

EL RODEO

EQUESTRIAN

CENTER BREA HILLS AVENUE
STAGE 3 WORKING HOURS
7AM TO 7PM M-F

CARBON CANYON ROAD
MATCH LINE SEE SHEET 24
TRAFFIC CONTROL SIGNS - STAGE 3
LANE
NARROW
C12 (CA)
END
C17 (CA)
BACK

SPEED LIMIT
25 ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
END

ROAD WORK
G20-2
W11-1 W16-1
SHARE
THE
ROAD
35 MPH

SPEED ZONE
AHEAD
W3-5a(35)
W1-6L

ROAD WORK
C17 (CA)
FRONT - 25

SPEED LIMIT
25 ROAD WORK
C17 (CA)
FRONT - 35

SPEED LIMIT
35 25 MPH

SPEED ZONE
AHEAD
W1-4L W1-4R W3-5a(25)

STRIPING NOTES
14 REMOVE INTERFERING EXISTING STRIPING.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 21 CALTRANS STD. PLAN A20A.
15 PAINT 6” SOLID WHITE STRIPE PER DETAIL 39 CALTRANS STD. PLAN A20D.
16 STAGE 3 DURATION
10 WEEKS

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

PROPOSED WATER LINE

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL

PCMS PORTABLE CHANGEABLE MESSAGE SIGN

FROM WEST OF SANTE FE ROAD

TO EAST PROJECT LIMIT

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD
STAGE 3

HIGH PRESSURE WATER LINE
25 BID PLAN SET - NOT FOR CONSTRUCTION
SIGN
G.N.V. G.N.V.

G.N.V.

GROUND OBSCURED

GROUND OBSCURED GROUND OBSCURED
ASPH
ASPH
DIRT
DIRT
G.N.V.

ASPH
ASPH
DIRT
G.N.V.

DIRT
V
V
DIRT
ELEC
TELCO
AT&T
SDM
ELEC

STOP STOP ONLY
xx xx
xx
xx
xx xx
xx xx xx
xx
xx
xx
xx
xx
xx xx xx xx
xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx
xx
xx
xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx xx
xx xx xx xx xx xx xx xx xx xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx
xx
xx xx
xx
xx
xx xx xx xx xx xx xx xx xx xx xx xx xx xx
AT&T
67+88
+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 (11')
(12')
(5')
(12')
(12')
(3')
(12')
(12')
(4')
(4')
50' BUFFER 190' TAPER
350' TAPER 5' B
L
LB4'
11'
14'
10'
13'
12'
10'
13'
12'
12' VAR
VAR
12'
10' 10'
W11-1 &
W16-1
250'
C17 (CA)
BACK
C30(CA)
C17 (CA)
FRONT - 25
C17 (CA)
FRONT - 25 C12 (CA)
C17 (CA)
FRONT - 25
W1-4L
W1-6L
W11-1 &
W16-1

START W/BBIKE LANE
G20-2
7 7
14 (TYP)
15 17
100'
15 16
16 88
(12')
(12')
(4')
(4')
C17 (CA) FRONT - 25
C17 (CA) BACK
C17 (CA) FRONT - 35
C17 (CA) FRONT - 35
500'
500'
500' W3-5a(25)
500'
500' 250'
W20-1
500'
W3-5a(35)
C17 (CA) FRONT - 25
W1-4L
10' &
VAR
STAGE 3
13'
LANE

CONSTRUCTION
ZONE 11'-12'
LANE
EX
RW
EX
RW

DISCOVERY CENTER ACCESS TO EAST PROJECT LIMIT

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VAR (5' MIN) 2/14/2024 12:15:55 PM - L:\112-BREA\031-CARBON CANYON WATER LINE\DESIGN\SHEETS\TRAFFIC CONTROL\24-26-TC03-CCW-01-03.DWG - DAVID JARVI REV. DATE BY DESCRIPTION APP'V'D REV. DATE BY DESCRIPTION APP'V'D R
Know what's below.

Call before you dig.

PREPARED UNDER THE SUPERVISION OF:

RICK KREUZER, P.E. DATE
R.C.E. NO. 42407
3-31-26
42407

RICK KREUZER CITY OF BREA

PUBLIC WORKS DEPARTMENT
REVISIONS CIP 7475
18872 MacArthur Blvd, Suite 210
Irvine, CA. 92612
714-656-0160

KREUZER CONSULTING GROUP
SHEET
OF
26CARBON CANYON ROAD HP WATER MAIN IMPROVEMENTS MATCH LINE SEE SHEET 25

CARBON CANYON ROAD
0 40 80 120
SCALE: 1"= 40'

FOR REDUCED PLANS

CARBON CANYON ROAD

DISCOVERY CENTER MATCH LINE SEE BELOW LEFT MATCH LINE SEE ABOVE RIGHT TRAFFIC CONTROL SIGNS - STAGE 3
LANE
NARROW
C12 (CA)
END
C17 (CA)
BACK

SPEED LIMIT
25 ROAD
WORK
AHEAD
W20-1
LANE
CLOSED
C30 (CA)
END

ROAD WORK
G20-2
W11-1 W16-1
SHARE
THE
ROAD
35 MPH

SPEED ZONE
AHEAD
W3-5a(35)
W1-6L
STAGE 3 WORKING HOURS
7AM TO 7PM M-F

ROAD WORK
C17 (CA)
FRONT - 25

SPEED LIMIT
25 ROAD WORK
C17 (CA)
FRONT - 35

SPEED LIMIT
35 25 MPH

SPEED ZONE
AHEAD
W1-4L W1-4R W3-5a(25)

STRIPING NOTES
PAINT PAVEMENT MARKING PER CALTRANS STD. PLAN A24A. TYPE AS NOTED.
7 14 REMOVE INTERFERING EXISTING STRIPING.

PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 21 CALTRANS STD. PLAN A20A.
15 PAINT 6” SOLID WHITE STRIPE PER DETAIL 39 CALTRANS STD. PLAN A20D.
16 PAINT STRIPE AND PLACE RAISED PAVEMENT MARKER PER DETAIL 38A CALTRANS STD. PLAN A20D.
17 STAGE 3 DURATION
10 WEEKS

DIRECTION OF TRAVEL

EXISTING PCC CURB & GUTTER
SIGN

TYPE III BARRICADE

EXISTING PAVEMENT STRIPING

FLASHING ARROW SIGN TYPE I

PORTABLE DELINEATORS

PROPOSED WATER LINE

TEMPORARY CRASH CUSHIONS

TRAFFIC CONTROL LEGEND

CONSTRUCTION ZONE
K RAIL

PCMS PORTABLE CHANGEABLE MESSAGE SIGN
PCMS

FROM WEST OF SANTE FE ROAD

TO EAST PROJECT LIMIT

TRAFFIC CONTROL AND STAGING PLAN

CARBON CANYON ROAD
STAGE 3

HIGH PRESSURE WATER LINE
26 BID PLAN SET - NOT FOR CONSTRUCTION
City of Brea
City Council Regular Meeting Communication
Brea Line Printing Contract
Meeting
Tuesday, June 18, 2024, 7:00 PM
Agenda Group
CONSENT CALENDAR Item: 6D
TO
Honorable Mayor and City Council Members
FROM
Bill Gallardo, City Manager

RECOMMENDATION
Approve a one-year Agreement with PTS Marketing Group to provide Printing Services for the Brea Line Newsletter in an amount not-to-exceed $65,416.

BACKGROUND/DISCUSSION
Over the past 45 years, the City’s Communications & Marketing Division has designed the Brea Line newsletter. The Brea Line newsletter communicates important public information about City Council actions, development projects, public safety information, programs, upcoming special events and meetings, and City services. Additionally, the newsletter serves as the Community Services Department’s recreation guide, promoting classes, programs and sports, realizing revenue offsets. Brea Line continues to be one of the top ways Brea residents obtain information about the city. It is also the only consistent, informative publication currently mailed directly to Brea homes and businesses.

The Brea Line newsletter is written and designed quarterly by City staff. It is then printed externally, mailed to every residential and business address in Brea, and a few are available at the Civic & Cultural Center and the Brea Community Center. The current quantity printed, to allot for every address in Brea and to have at City facilities, is 21,500 issues. In the past, the City held long-term contracts with printers to ensure the best value. Since the pandemic, the cost and availability of paper has been volatile, so printers have not been interested in entering into long-term printing contracts. The past 10 Brea Line newsletters have gone out to bid individually. With the availability of paper stabilizing, staff explored a one-year printing contract to once again secure the best value beyond one issue.

The Communications & Marketing Division developed the specifications and the scope of work, while the Purchasing Division solicited competitive proposals from qualified companies. Two companies submitted responses by the May 21, 2024 deadline. Based on qualifications and a competitive price, staff selected PTS Marketing Group that offered the best-value proposal. The Agreement for this new printing contract is for a oneyear term, comprising of four, 32-page full-color issues of the Brea Line newsletter.

Company Name Total for One-Year Term
PTS Marketing Group, Anaheim CA $ 65,416.00
Captured Moments, Santa Ana CA $ 73,589.32

SUMMARY/FISCAL IMPACT
Based on the results for the Request for Proposals, staff is recommending approval of the agreement with PTS Marketing Group to provide full-color printing services for the Brea Line newsletter four-times per year. The Fiscal Year 2024-25 Budget has sufficient funding available in the Management Services Public Information account (110- 11-1151-4299). No additional appropriation is needed.

RESPECTFULLY SUBMITTED
William Gallardo, City Manager
Prepared by: Aimée Matsumoto, Management Analyst
Concurred by: Liz Pharis, Communications and Marketing Manager/PIO Attachments
BreaLine Bid Specs Outline_2024.pdf
Brea RFP 2024.04.30.01_Captured Moments.pdf
PTS Marketing Group Bid.pdf
Professional Services Agreement - PTS Marketing Group
Brea Line
Printing Bid Specs Outline
May 2024

1. Brea Line, City Newsletter four issues per Fiscal Year FY with the Fall Issue o Fall 2024 Issue (printing by 1st & 2nd week; at Post Office by July 12) o Winter 2024/25 Issue (printing by 1st & 2nd week; at Post Office by October 11) o Spring 2025 Issue (printing by 1st & 2nd week; at Post Office by January 17) o Summer 2025 Issue (printing by 1st & 2nd week; at Post Office by April 11)

2. Number of Pages: 28 pages and 32 pages

3. Quantity: 21,100 per issue

4. Paper: 80# Gloss book

5. Ink Colors: 4-Color throughout

6. Bindery: Saddlestitch and trim to 8 ½” x 11” and bundled according to U.S. Postal Service regulations

7. Proof: Printer will provide digital proof within 24 hours from receiving digital files.

8. Printing Turn-around Time: Printer-ready InDesign file will be supplied to printer. Desired turnaround time is: 7 to 10 business days (printed, approved, and delivered to the post office) following receipt of the InDesign packaged files from the City of Brea.

9. Packing: Majority quantity shall be palletized and shrink-wrapped onto U.S. Postal bulk mail pallets according to specifications of USPS. Remaining quantities shall be delivered to the Brea Community Center, 695 Madison Way, Brea, CA. 92821.

10. Mailing/Delivery Service: Creation of routing slips and delivery to the Anaheim Post Office; with printed quantity delivered to the Brea Community Center, 695 Madison Way, Brea, CA 92821.

Misc.
• Brea-based business is preferred—organization value
• Communications & Marketing Division works on tight deadlines due to division and contributing departments’ workload. Content is time-sensitive and delays could require a re-design • Please also quote full-color printing throughout.

Captured Moments
PO Box 28991
Santa Ana, CA 92799
Ph. No. (800) 901-6170
[email protected]
Table of Content
Letter of transmittal
Qualification Section
Technical Section
Cost Section
Non-Collusion Affidavit Form
References Form
Subcontractors List-Standard Form
Statement of Compliance or Exceptions Form RFP No. 2024.04.30.01 City of Brea Status of Past and Present Contracts Form
Insurance Commitment Form
Proposer Qualification Response Form
Firm Proposal Form
Price Form
Captured Moments
PO Box 28991
Santa Ana, CA 92799
Ph. No. (800) 901-6170
[email protected]
I understand that the city of Brea is looking for a firm to commit to printing 21,500 full-color booklets, each 8.5” x 11” with 28 and 32 pages, on 80 lb gloss paper, four times a year. The delivery of the booklets is required within 10 business days of receiving the artwork, which will be provided in an InDesign file, though a PDF is preferred.

Captured Moments, based in Orange County, is a small local business, and choosing us would support the local economy. We believe we are the best qualified to provide these services, and our proposal is firm and irrevocable.

Qualification Section

1. Background
Name: Ruby Lorraine Gutierrez, DBA Captured Moments
Address: 200 W Columbine Ave. Apt B1, Santa Ana Ca., 92707 Phone No. 661-369-4464
Email: [email protected]
Website: www.socalcapturedmoments.com
Company names: Captured Moments, established June 2013
Organizational structure: Sole proprietorship
Names and titles of the principal owner(s): Ruby Lorraine Gutierrez Person(s) authorized to make commitments: Ruby L. Gutierrez Special recognition or awards: None

2. Experience.

Summary of Experience with similar kinds of work.

I have experience printing booklets and calendars for various projects.

Familiarity with state and federal procedures.

I understand that the information I submit will be reviewed by a panel, and a determination will be made afterward.

Experience working with public agencies.

I have a strong understanding of public agency requirements, thanks to my two years of experience managing grant reimbursements for the City of Santa Ana under a consultant contract.

Narrative of the working relationship with current business references for information not already included in the References Form.

I currently have a strong working relationship with OCUS, a France-based company that uses my services to photograph restaurants for DoorDash and Uber Eats.

3. Qualifications.

Financial responsibility.

I have the financial resources to supply the necessary materials for this project.

Demonstrated Technical Ability.

My experience with past projects has equipped me with the technical skills needed to complete this project.

Capability of developing innovative or advanced techniques. 1 We have the capability to develop innovative and advanced techniques, although none are required for this project.

Special qualifications, training, credentials.

Digital Imaging Certification
Staff names, titles, role, qualifications, and experience assigned to this Project.

Ruby L. Gutierrez, owner & graphic designer. Lead on previous related projects.

Designated project manager assigned to this Project.

Ruby L. Gutierrez

4. Understanding
Understanding of the work to be done based on this Solicitation.

I understand that the city of Brea is looking for a firm to commit to printing 21,500 full-color booklets, each 8.5” x 11” with 28 and 32 pages, on 80 lb gloss paper, four times a year. The delivery of the booklets is required within 10 business days of receiving the artwork.

Include issues that you believe will require special consideration for this Project.

None. However, for the best image quality a PDF file is preferred.

Identify unique approaches or strengths your company has relative to required services.

We are a small, local company that is easily accessible. 2 Technical Section

5. Approach.

Understanding of the work to be done.

Adequacy of labor and resources to satisfactorily perform the requested services and meet the City’s needs.

We have sufficient labor and resources to satisfactorily perform the requested services and meet the City’s needs.

Names and titles of key management personnel.

Ruby L. Gutierrez
Team to be assigned for these services.

Captured Moments

REQUEST FOR PROPOSALS
Newsletter Printing Services
2024.04.30.01

Page 18 of 38 ends

Brea City CouncilJune 18, 2024

Brea City Council
June 18, 2024