Agenda packet — Newark City Council, May 28, 2026 (part 1 of 3)

AGENDA
Thursday, May 28, 2026
7:00 P.M.

Michael K. Hannon, Mayor
Matthew Jorgens, Vice Mayor
Terrence Grindall, Council Member
Julie Del Catancio, Council Member
Eve Marie Little, Council Member
A. ROLL CALL
B. PRESENTATIONS

1. Proclaiming May as Brain Tumor Awareness Month

2. Commending Diana Kotake-Gomez as Newark Unified School District Teacher of the Year and Nicole Lemas as Newark Unified School District Classified Employee of the Year

3. Proclaiming May as Water Safety Month

4. Introduction of Employees
C. PUBLIC COMMENT
The public is invited to address the City Council on any item not listed on the agenda. Public Comments are generally limited to 5 minutes per speaker. Please note that State law prohibits the Council from acting on non-agenda items.
1 D. CONSENT CALENDAR
Consent Calendar items are considered to be routine and may be approved by one motion.

There will be no separate discussion on these items unless there is a request by a Council Member, a staff member, or a member of the public to remove an item for separate discussion and action.

1. Approval of Audited Demands

2. Approval of the May 14, 2026, City Council Minutes

3. Waive further reading and adopt an ordinance repealing and replacing Chapter 2.11, “Election Campaigns” of the Newark Municipal Code

4. Adopt a resolution calling for a General Municipal Election to be consolidated with the Statewide General Election on November 3, 2026, for the election of certain officers; requesting that the Alameda County Board of Supervisors consolidate the City of Newark’s election with the statewide election; and requesting the election services of the Alameda County Registrar of Voters

5. Approve the plans and specifications and adopt a resolution accepting the bid and award of contract for the Base Bid and Additive Alternate Bids No. 1, No. 2, No. 3, No. 4, and No. 5 to G.

Bortolotto & Co., Inc. for FY2026 Annual Asphalt Concrete Street Overlay Program Project No.

CIPA10005.FY2026
E. PUBLIC HEARINGS

1. Hearing to consider a Call for Review of the Community Development Director’s approval of a Minor Use Permit (MUP2025-021) for Adventure Van Show and Sale, a temporary three-day special event for three weekends in the northwest parking lot in front of the vacant Sears Building at 1100 Newpark Mall Road (APN: 901-111-19) and consider adopting a resolution affirming the Community Development Director's action with changes or, in the alternative, consider adopting a resolution overturning the Community Development Director's action

F. OTHER BUSINESS

1. Presentation by Godbe Research regarding results of the November 2026 Revenue Measure Feasibility Survey related to potential Business License Tax simplification and modernization

2. Presentation of the Draft 2026–2028 Biennial Budget

3. Receive information and provide feedback regarding the Draft 2026-2031 Capital Improvement Plan with funding recommendations

4. Receive information and provide feedback regarding the Thornton Avenue Overlay, Phase 1 2 4. Receive information and provide feedback regarding the Thornton Avenue Overlay, Phase 1 (Interstate 880 to Olive Street) and Traffic Signal Interconnect (Construction) projects to be included in the 2026-2031 Capital Improvement Plan with funding recommendations

5. Receive information and provide feedback regarding the Thornton Avenue Complete Streets - Hickory to Gateway project to be included in the 2026-2031 Capital Improvement Plan with funding recommendations

6. Receive information and provide feedback regarding the Lakeshore Park New Interim Restroom, and Lakeshore Park New Pathway Lighting projects to be included in the 2026-2031 Capital Improvement Plan with funding recommendations G. CITY MANAGER UPDATES
H. CITY COUNCIL MATTERS
City Council Members report on attendance at intergovernmental agency meetings, conferences, and seminars since the last meeting. City Council Members may also announce upcoming events and coordinate attendance; report on local events attended since the last meeting; and make brief comments on issues of concern.

I. CLOSED SESSION
J. ADJOURNMENT

MEETING INFORMATION
Members of the public may attend the meeting in person, watch online, or watch on Cable Channel 26. The ability to observe online or Cable Channel 26 is predicated on those technologies being available and functioning without technical difficulties. Should those platforms not be available, or become non-functioning, or should the City Council otherwise encounter technical difficulties that make those platforms unavailable, the City Council will proceed with business in person unless otherwise prohibited by law.

How to view the meeting remotely
Livestream online at YouTube: https://www.youtube.com/@cityofnewark3077/streams. Copy/paste the YouTube URL into your browser if the link does not automatically open.

Cable Channel 26 - if the meeting does not broadcast live, please contact your service provider and request the City of Newark channel lineup.

Zoom will no longer be available for public participation unless required by Assembly Bill 2449. Should a Council Member or the Mayor attend the meeting via Zoom.com pursuant to Assembly Bill 2449, then the Webinar ID 829 2033 5255 will be activated. The Mayor will make an announcement at the beginning of the meeting that the City will be allowing public comment via Zoom. Raise your virtual hand to notify the City Clerk that you would like to speak during the item that you wish to speak on.

How to submit written Public Comment
Send an email to City Clerk by 3:00 p.m. the day of the meeting. Please identify the agenda item number in the subject line of your email. Emails will be compiled into one file and will be distributed to the City Council before the meeting. No question shall be asked of a council member, city staff, or an audience member except through the Mayor. No person shall interrupt the meeting. Any person who refuses to carry out instructions given by the Mayor 3 for the purpose of maintaining order may be guilty of an infraction and may result in removal from the meeting.

Council Meeting Access/Materials
The agenda packet is available for review at Agendas and Minutes. The packet is typically posted to the City website the Friday before the meeting, but no later than 72 hours before the meeting. Pursuant to Government Code 54957.5, supplemental materials distributed less than 72 hours before this meeting, to a majority of the City Council, will be made available for public inspection at this meeting and will be made available for public inspection during regular business hours at the David W. Smith City Hall, 37101 Newark Boulevard, Newark CA. Materials prepared by City staff and distributed during the meeting are available for public inspection at the meeting or after the meeting if prepared by some other person. Documents related to closed session items or are exempt from disclosure will not be made available for public inspection. For those persons who require special accommodations, please contact the [email protected] at least two days prior to the meeting at City Clerk or 510-578-4266.

Certification of Meeting Notice and Agenda Posting
This notice and agenda were posted on the City’s website and at the City Hall bulletin board located at 37101 Newark Boulevard, Newark, CA, at least 72 hours prior to the meeting date, in accordance with the Ralph M. Brown Act.

Mission Statement
It is our mission to serve and partner with our community to continually enhance the quality of life of everyone in Newark.

Senior Staff Members
David J. Benoun
City Manager
Lenka Hovorka
Assistant City Manager
Kristopher J. Kokotaylo
City Attorney
Steven Turner
Community Development Director
Edwin Miranda
CIO/Information Technology Director
Krysten Lee
Finance Director
Brittney Frye
Human Resources Director
Jonathan Arguello
Police Chief
Howard Young
Public Works Director
Neetu Salwan
City Clerk
Ryan Nishimoto
ACFD Deputy Chief
Colleen Lettire
Communications and Public Engagement Manager
Roya Gonzalez
Strategic Initiatives Manager
Recreation and Community Services Interim Director
4 Item B. 1.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Neetu Salwan, City Clerk
SUBJECT Proclaiming May as Brain Tumor Awareness Month Brain tumors are a critical public health issue. May is Brain Tumor Awareness Month and serves as an opportunity to honor the courage of patients, remember those we have lost, and renew our commitment to finding a cure through advocacy, innovation, and community support.

A proclamation will be presented to Angela Crawford of the Jammers Strong Foundation, a local non-profit organization whose mission is to create awareness, educate, and fight for a cure for every child with cancer.

Attachments
Proclamation No. 1982
PROCLAMATION NO. 1982

BRAIN TUMOR AWARENESS MONTH
WHEREAS, the month of May is known nationally as Brain Tumor Awareness Month, and the Awareness Ribbon is gray, which prompts the widely accepted motto “Go Gray in May”; and
WHEREAS, Brain Tumor Awareness Month serves as a vital opportunity to honor the courage of patients, remember those we have lost, and renew our commitment to finding a cure through advocacy, innovation, and community support; and WHEREAS, brain tumors, which affect individuals of all ages, genders, and backgrounds, are a critical public health issue, with nearly 700,000 people in the United States currently living with a primary brain tumor and over 108,810 expected to be diagnosed in 2026 alone; and
WHEREAS, brain tumors can be malignant or non-malignant, yet all have the potential to significantly impact the quality of life due to their location and the complexity of treatment; and
WHEREAS, increased public awareness, ongoing research, and expanded access to advanced care are essential to improving early diagnosis, treatment outcomes, and the overall well-being of those affected; and
WHEREAS, organizations, medical professionals, caregivers, and advocates work tirelessly throughout the year to support brain tumor patients and families, promote awareness, raise critical funding for research, and promote education.

NOW, THEREFORE, I, Michael K. Hannon, Mayor of the City of Newark, on behalf of the Newark City Council, do hereby proclaim the month of May 2026 as:

BRAIN TUMOR AWARENESS MONTH
in the City of Newark and encourage all residents to wear gray in solidarity and partnership with brain tumor patients and organizations, participate in awareness activities, and support efforts to improve the lives of those impacted by this devastating disease.

IN WITNESS THEREOF, I have hereunto set forth my hand and caused the Official Seal of the City of Newark, State ofCalifornia, to be affixed this Twenty-Eighth Day of May, Two Thousand Twenty-Six.

MICHAEL K. HANNON
Mayor
Item B. 2.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Neetu Salwan, City Clerk
SUBJECT Commending Diana Kotake-Gomez as Newark Unified School District Teacher of the Year and Nicole Lemas as Newark Unified School District Classified Employee of the Year
Diana Kotake-Gomez has been selected as Newark Unified School District's Teacher of the Year. A commendation has been prepared, and Ms. Kotake-Gomez will be at the meeting to receive it.

Nicole Lemas as been selected as Newark Unified School District's Classified Employee of the Year. A commendation as been prepared, and Ms. Lemas will be at the meeting to receive it.

Attachments
Diana Kotake-Gomez commendation
Nicole Lemas commendation

COMMENDATION

DIANA KOTAKE-GOMEZ

TEACHER OF THE YEAR
WHEREAS, DIANA KOTAKE-GOMEZ graduated from Newark Memorial High School and California State University, Chico; and
WHEREAS, DIANA KOTAKE-GOMEZ has been teaching in Newark since 2012 and has become an integral part of the Birch Grove Intermediate community; and WHEREAS, as a 3rd/4th grade teacher, DIANA KOTAKE-GOMEZ not only delivers high-quality instruction, but also leads her grade-level team through collaborative curriculum planning and meaningful student experiences; and
WHEREAS, DIANA KOTAKE-GOMEZ is widely respected for her strong instructional expertise and her role as a mentor to colleagues. She actively contributes to schoolwide leadership through her involvement on the School Site Council and the school events committee; and
WHEREAS, DIANA KOTAKE-GOMEZ has been recognized as Newark Unified School District’s Teacher of the Year.

NOW, THEREFORE, I, Michael K. Hannon, Mayor of the City of Newark, on behalf of the Newark City Council, do hereby commend

DIANA KOTAKE-GOMEZ
for being selected as Teacher of the Year and thank her for her years of service and dedication to her young students.

IN WITNESS THEREOF, I have hereunto set forth my hand and caused the Official Seal of the City of Newark, State of California, to be affixed this Twenty-eighth Day of May, Two Thousand Twenty-six.

MICHAEL K. HANNON
Mayor

COMMENDATION

NICOLE LEMAS

CLASSIFIED EMPLOYEE OF THE YEAR
WHEREAS, NICOLE LEMAS demonstrates exceptional service and leadership through her work in the Pupil Services Department, supporting key programs such as attendance, enrollment, student discipline, and student services; and WHEREAS, NICOLE LEMAS’S ability to analyze data, improve systems, and make information accessible has strengthened support for students and families across the district; and WHEREAS, a proud graduate of the Newark Unified School District, NICOLE LEMAS embodies the district’s vision of developing the unique abilities of every student; and WHEREAS, NICOLE LEMAS is widely respected for her positivity, reliability, and genuine care for others. Colleagues, students, and families alike recognize her as a trusted, compassionate professional who consistently puts students first; and WHEREAS, NICOLE LEMAS has been recognized as Newark Unified School District’s Classified Employee of the Year.

NOW, THEREFORE, I, Michael K. Hannon, Mayor of the City of Newark, on behalf of the Newark City Council, do hereby commend

NICOLE LEMAS
for being selected as Classified Employee of the Year and thank her for her years of service and dedication to her young students.

IN WITNESS THEREOF, I have hereunto set forth my hand and caused the Official Seal of the City of Newark, State of California, to be affixed this Twenty-eighth Day of May, Two Thousand Twenty-six.

MICHAEL K. HANNON
Mayor
Item B. 3.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Neetu Salwan, City Clerk
SUBJECT Proclaiming May as Water Safety Month
In recognition of the popularity of swimming and other water-related recreational activities, and the resulting need for ongoing public education on safer water practices, the month of May has been designated as National Water Safety Month. Recreation and Community Services staff will be at the meeting to accept the proclamation.

Attachments
National Water Safety Month Proclamation
PROCLAMATION NO. 1978

NATIONAL WATER SAFETY MONTH
WHEREAS, individual and organized forms of recreation and the creative use of free time are vital to the happy lives of all our residents; and WHEREAS, residents of the City of Newark recognize the vital role that swimming and aquatic-related activities play in good physical and mental health and enhance the quality of life for all people; and
WHEREAS, the community understands the essential role that education regarding the topic of Water Safety plays in preventing drowning and recreational water-related injuries; and
WHEREAS, the City of Newark is extremely proud of the George M. Silliman Activity and Family Aquatic Center and its contribution to providing critical life skills, a safe and healthy place to recreate, a place to learn and grow, to swim, build self-esteem, confidence, and sense of self-worth which contributes to the quality of life in our community;
NOW, THEREFORE, I, Michael K. Hannon, Mayor of the City of Newark, on behalf of the Newark City Council, do hereby proclaim the month of May as

NATIONAL WATER SAFETY MONTH
in Newark and urge all Newark residents to enjoy, recognize, and help promote the benefits derived from quality water safety programs and recreation resources, which provide something of value to everyone.

IN WITNESS THEREOF, I have hereunto set forth my hand and caused the Official Seal of the City of Newark to be affixed this Twenty-eighth Day of May, Two Thousand Twenty-six.

MICHAEL K. HANNON
Mayor
Item B. 4.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Neetu Salwan, City Clerk
SUBJECT Introduction of Employees
Police Officer Jason Germano and Community Preservation Specialist II Angel Esparza will be introduced at the City Council meeting.

Item D. 1.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM
SUBJECT Approval of Audited Demands
Attachments
Audited Demands 04.30.26
Audited Demands 05.07.26

Item D. 2.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Neetu Salwan, City Clerk
SUBJECT Approval of the May 14, 2026, City Council Minutes Attachments
May 14 2026 City Council Regular Meeting Minutes
Thursday, May 14, 2026, Regular Meeting Draft Minutes Page 1 of 6

CITY OF NEWARK

CITY COUNCIL MEETING
Council Chambers
37101 Newark Boulevard, Newark, CA 94560 | (510) 578-4266 | E-mail: [email protected]

DRAFT MINUTES
Thursday, May 14, 2026
7:00 P.M.

A. ROLL CALL
Mayor Hannon called the meeting to order at 7:09 p.m. Vice Mayor Jorgens, Council Members Grindall, Catancio, and Little were present.

B. PRESENTATIONS

1. Commending Kennedy Elementary School Girls and Boys Soccer Teams Mayor Hannon presented a commendation to Kennedy Elementary School Principal Luis Lenzi, Girls and Boys Soccer Teams, Coach Andrew Cheng, Coach Billy Lopes, and Coach Erik Ibarra.

2. Proclaiming Asian American, Native Hawaiian, and Pacific Islander (AANHPI) Heritage Month
Mayor Hannon presented a proclamation to Director of Student Life at Ohlone College Hing D. Potter, Birch Grove Primary School teacher Denise Nguyen, President of the Filipino National Historical Society Linda Canalas, and city staff.

Mayor Hannon presented a commendation to a teacher at Birch Grove Primary School Denise Nguyen.

Mayor Hannon presented a commendation to President of the Filipino National Historical Society Linda Canalas.

3. Proclaiming Bike to Wherever Day and Fix Your Bike Day Mayor Hannon presented a Bike to Wherever Day proclamation to Management Analyst I Morgan Pedersen and Associate Civil Engineer Jerrald Yang.

Mayor Hannon presented a Fix Your Bike Day proclamation to Wynn Kageyama from Fremont Freewheelers Bicycle Club, Andreas Kadavanich from Bike Fremont, and John Becker from Viola Blythe Community Services.

Thursday, May 14, 2026, Regular Meeting Draft Minutes Page 2 of 6

4. Proclaiming May 14, 2026, as Arbor Day
Mayor Hannon presented a proclamation to Maintenance Supervisor Dan Cianciarulo.

5. Proclaiming designating May 17 to 23, 2026, as Public Works Week Mayor Hannon presented a proclamation to Maintenance Supervisor Dan Cianciarulo and Associate Civil Engineer Jerrald Yang.

6. Proclamation designating May 17 to 23, 2026, as Emergency Medical Services Week in Newark
Mayor Hannon presented a proclamation to Alameda County Fire Department Deputy Chief Ryan Nishimoto and Alameda County Fire Department staff.

7. Proclamation designating May 10 - 16, 2026 as National Police Week Mayor Hannon presented a proclamation to Police Chief Jonathan Arguello and police department staff.

8. Introduction of Employees
Mayor Hannon introduced Public Safety Clerk Mayra Smith and Police Officer Ryan Johnson and announced the promotion of Police Lieutenant Yama Homayoun.

9. Commanding Officer Thomas Dale as Officer of the Year for 2025 Mayor Hannon presented a commendation to Officer Thomas Dale.

10. Commending Employee of the Year Krishnan Narayan, Senior Information Technology Analyst
Mayor Hannon announced Senior Information Technology Analyst Narayan Krishnan was selected as the employee of the year.

C. PUBLIC COMMENT
Former Fremont Mayor Lily Mei and Ben thanked the City Council, City staff, community partners, elected officials, and sponsors for supporting the Asian Heritage Month event at NewPark Mall, reported an estimated attendance of 5,000–7,000 people and highlighted the event’s role in promoting community unity.

D. CONSENT CALENDAR
No one from the audience requested to speak.

Vice Mayor Jorgens moved, Council Member Catancio seconded, to approve Consent Calendar items D.1 to D.7, that the resolutions be numbered consecutively, and that reading of the titles suffice for adoption. The motion passed, 5 AYES.

Thursday, May 14, 2026, Regular Meeting Draft Minutes Page 3 of 6

1. Approval of Audited Demands

2. Approval of the April 23, 2026, City Council Minutes for the special and regular meetings

3. Approve the plans and specifications, and adopt a resolution awarding a contract to A CST Group, Inc, dba Dynasel USA for the Jerry Raber Ash Street Park - Updated Playground & Park Furnishings (CIP1407), Mirabeau Park - Updated Playground (CIP1408), and Birch Grove Park - Updated Playground (CIP 1409) projects
Resolution No. 11845

4. Adopt a resolution for approval of the Annual Engineer's Reports and adopt a resolution declaring the City's intention to levy and collect assessments for Landscaping and Lighting District Nos. 1, 2, 4, 7, 11, 15, 16, 17, 18, 19 and 20 for Fiscal Year 2026-27 and setting a public hearing for July 9, 2026 in accordance with the provisions of the Landscaping and Lighting Act of 1972 Resolution No. 11846
Resolution No. 11847

5. Adopt a resolution approving the Engineer's Report, declaring intention to order formation of Landscaping and Lighting District No. 21 (Tract 8665) and to levy and collect assessments, and setting the public hearing date for July 9, 2026
Resolution No. 11848

6. Adopt a resolution to authorize the City Manager to execute an Amendment No. 1 to the master contractual services agreement with Fehr & Peers and approve an amendment to the 2024-2026 Biennial Budget and Capital Improvement Plan
Resolution No. 11849

7. Adopt a resolution authorizing the City Manager to execute a cooperative agreement between the City and the Alameda County Water District (ACWD) for cost-sharing related to the waterline pavement restoration work associated with the Thornton Avenue Pavement Rehabilitation Phase 1 project (CIP001366)
Resolution No. 11850
E. PUBLIC HEARINGS
None.

F. OTHER BUSINESS

1. Study Session on Newark's Industrial Lands Study Report City Manager Benoun provided introductory remarks and project background.

CEO of Strategic Economics Dena Belzer gave the presentation. The presentation is on file with the City Clerk.

No one from the audience requested to speak.

Thursday, May 14, 2026, Regular Meeting Draft Minutes Page 4 of 6 Council Members thanked Ms. Belzer for the presentation, asked clarifying questions and held discussion regarding the project.

2. Adopt a resolution to approve First-Time Homebuyer Program Guidelines and authorize the City Manager to enter into agreements to provide direct financial assistance to first-time homebuyers, and to amend the 2024-2026 Biennial Budget and Capital Improvement Plan to appropriate funds from the Housing Impact Fee Fund to fund the First-Time Homebuyer Program Resolution No. 11851
City Manager Benoun provided introductory remarks and project background.

Housing Policies and Programs Manager Michael Coulom and President and CEO of Hello Housing Jennifer Duffy gave the presentation. The presentation is on file with the City Clerk.

A Newark resident expressed support for the program and suggested revisions to the eligibility and asset guidelines, noting the program would benefit residents with long commutes, including teachers.

Council Members asked clarifying questions and held discussion regarding the project.

Council Member Grindall moved, Council Member Little seconded, to increase funds from three million to four million. The motion failed by the following votes: AYES: Grindall; NOES: Catancio, Little, Jorgens, Hannon; ABSTAIN: None.

Vice Mayor Jorgens moved, Council Member Catancio seconded, to approve the staff recommendation that the First-Time Homebuyer Program Guidelines and authorize the City Manager to execute agreements to provide direct financial assistance to first-time homebuyers in accordance with the Program Guidelines, and to amend the 2024-2026 Biennial Budget and Capital Improvement plan to appropriate $3 million for direct assistance to moderate and lowerincome homebuyers in Newark and $133,000 for the contract balance with Hello Housing for program design and administration. The motion passed, 5 AYES.

3. Waive full reading and introduce by title only an ordinance of the City Council of the City of Newark repealing and replacing Chapter 2.11, "Election Campaigns" of the Newark Municipal Code
City Manager Benoun provided introductory remarks and project background.

City Attorney Kristopher Kokotaylo gave the presentation. The presentation is on file with the City Clerk.

No one from the audience requested to speak.

Council Members asked clarifying questions and held discussion regarding the project.

Mayor Hannon moved, Vice Mayor Jorgens seconded, to repeal and replace Chapter 2.11, “Election Campaigns” of the Newark Municipal Code to eliminate the expenditure ceiling provision and establish a standalone campaign contribution limit of $800 per candidate or candidatecontrolled committee. The motion passed by the following votes: AYES: Catancio, Jorgens, Hannon; NOES: Little, Grindall; ABSTAIN: None.

Thursday, May 14, 2026, Regular Meeting Draft Minutes Page 5 of 6

4. Consider a resolution amending the Master Fee Schedules for aquatic center nonresident user fees or accept staff's recommendation to take no action City Manager Benoun provided introductory remarks and project background.

Interim Recreation and Community Services Director Roya Gonzalez gave the presentation. The presentation is on file with the City Clerk.

No one from the audience requested to speak.

Council Members asked clarifying questions and held discussion regarding the project.

Council Member Grindall moved to raise the nonresident daily drop-in fee from $13 to $15. With no second, the motion failed. No further action was taken.

G. CITY MANAGER UPDATES
City Manager Benoun announced:

1. The Tenant Protections Program is now in effect. The rental registry is open, and landlords must register their rental properties by July 1, 2026.

2. The Newark Boba Trail “Bike to Boba” event will take place from May 14 through May 31.

Community members can pick up a Boba Passport, collect stamps at participating locations, and receive special discounts.

3. The Newark Gardens II waitlist is now open. Applications are due by May 20, 2026, at 5:00 p.m.

Applications are available online at sahahomes.org/apply.

H. CITY COUNCIL MATTERS
Council Member Little announced that May is Brain Awareness Month and highlighted a Jammers Strong Foundation fundraiser at Panda Express, with 28% of proceeds benefiting the organization. She also announced “Pokemon Funday,” a free kids’ event at 88 Card House on June 6 from 10:00 a.m. to 12:00 p.m., featuring activities, card trading, and door prizes.

Council Member Grindall expressed support for improving City–school coordination and directed individuals as to where they can obtain more information, which he plans to submit to the City Manager for inclusion in the May 28 Community Facilities staff report. He also announced a Newark Memorial High School night market on Friday at 5:30 p.m. supporting the school, and an upcoming “Coffee with the Council Member” at Starbucks on Cedar Boulevard to discuss City issues with residents.

Council Member Catancio reported serving as a scholarship reader for Newark Memorial High School and noted the ceremony was held that evening. She announced upcoming attendance at an Alameda County Water District meeting and Vice Mayor Jorgens attending the Ava Energy Board meeting as her alternate. She also reminded everyone to shop Newark.

Vice Mayor Jorgens provided historical context regarding Newark’s early use of eucalyptus trees, noting that they became widespread in the late 19th and early 20th centuries following the town’s founding. He also noted that planting a native coast live oak reflects the city’s natural history and will benefit future generations.

Thursday, May 14, 2026, Regular Meeting Draft Minutes Page 6 of 6 Mayor Hannon shared motorcycle safety information in recognition of motorcycle awareness efforts, citing national and California traffic fatality statistics involving motorcyclists. He also thanked volunteers and staff who participated in a recent tree planting event at Mirabeau Park, where more than 80 volunteers planted 26 new trees. He expressed appreciation for community efforts to enhance Newark’s environment and urban greenery.

I. CLOSED SESSION
None.

J. ADJOURNMENT
Mayor Hannon adjourned the meeting at 11:12 p.m.
_____________________________
Neetu Salwan, City Clerk
Item D. 3.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Kristopher Kokotaylo, City Attorney
SUBJECT Waive further reading and adopt an ordinance repealing and replacing Chapter 2.11, “Election Campaigns” of the Newark Municipal Code
The ordinance was introduced at the May 14, 2026, City Council meeting. A second reading of the ordinance is required prior to adoption.

Attachments
Ordinance 565
ORDINANCE NO. 565

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
NEWARK REPEALING AND REPLACING CHAPTER 2.11,
“ELECTION CAMPAIGNS” OF THE NEWARK MUNICIPAL CODE
WHEREAS, the Newark Municipal Code (“NMC”) currently includes Chapter 2.11, “Election Campaigns”; and
WHEREAS, NMC Chapter 2.11 requires amendment to align with Constitutional case law; and WHEREAS, the City Council desires to minimize the potential for undue influence by individuals or groups on the Mayor and Council Members by placing realistic limits on the amount of money that individuals or groups may contribute to political campaigns in municipal elections; and WHEREAS, the City Council desires to repeal and replace Chapter 2.11 of the NMC to revise the regulation of campaign expenditure for the Mayor and Council Members.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NEWARK DOES ORDAIN AS FOLLOWS:

SECTION 1. Recitals. The above recitals (“Recitals”) are true and correct and made a part of this Ordinance.

SECTION 2. CEQA. Approval of the amendments is exempt from further environmental review under the general rule in California Environmental Quality Act (CEQA) Guidelines Section 15061(b)(3) that CEQA only applies to projects that have the potential for causing a significant effect on the environment. As a series of text amendments and additions, it can be seen with certainty that there is no possibility that the ordinance will have a significant effect on the environment.

SECTION 3. Municipal Code Amendments. Chapter 2.11 “Election Campaigns,” of the Newark Municipal Code is hereby repealed in its entirety and replaced with the text in Exhibit A, incorporated herein and made a part of this Ordinance.

SECTION 4. Severability. If any provision of this Ordinance or the application thereof to any person or circumstance is held invalid, the remainder of the Ordinance, including the application of such part or provision to other persons or circumstances shall not be affected thereby and shall continue in full force and effect. To this end, provisions of this Ordinance are severable. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause, or phrase hereof irrespective of the fact that any one or more sections, subsections, subdivisions, paragraphs, sentences, clauses, or phrases be held unconstitutional, invalid, or unenforceable.

SECTION 5. Publication and effective date. Within fifteen (15) days from and after adoption, this Ordinance shall be published once in a newspaper of general circulation printed and published in Alameda County and circulated in the City of Newark, in accordance with California Government Code Section 36933. This Ordinance shall take effect thirty (30) days after its adoption.

EXHIBIT A
Chapter 2.11 CAMPAIGN CONTRIBUTION LIMITATIONS IN MUNICIPAL

ELECTIONS

2.11.010 Title, purpose, and intent.

It is the purpose and intent of the City Council in enacting this chapter to minimize the potential for undue influence by individual or groups on the Mayor and Council Members by placing realistic limits on the amount of money that individuals or groups may contribute to political campaigns in municipal elections while providing for a level of discussion of public issues adequate for a meaningful election campaign; to insure and promote integrity, honesty and fairness in decisions of public policy; to provide for a campaign contribution and expenditure reporting process that will inform the public; to enhance the opportunity for challengers to be competitive with incumbents.

In seeking to establish such limitations on campaign contributions, it is the intent of the City Council to promote a broader and more open participation by all citizens in the electoral process.

It is not intended that such limitations should act to deprive or restrict any citizen of their rights guaranteed under the First and Fourteenth Amendments of the United States Constitution.

In addition, these provisions are intended to supplement the provisions contained in the Political Reform Act of 1974 (Title 9 of the California Government Code).

2.11.015 Receipt of ordinance.

Candidates shall be required to acknowledge in writing receipt of copy of the ordinance codified in this chapter; however, refusal or failure to sign or otherwise acknowledge receipt of the ordinance codified in this chapter shall not affect the applicability or enforceability of this chapter to said candidate.

2.11.020 Definitions.

Unless the term is specifically defined in this chapter or the contrary is stated or clearly appears from the context, the definitions set forth in the Political Reform Act of 1974 (Government Code Sections 81000 et seq.) shall govern the interpretation of this chapter.

Election period.

A. For each general municipal election, held in November of even numbered years to elect two full four-year-term Council Members, and one full two-year-term Mayor, the election period means the period beginning on January 1st or after the previous general municipal election for the affected office and ending on December 31st after the next following (and current) general municipal election for the affected office.

B. For each special municipal election, held to fill a vacancy in the office of the Mayor or Council Member, the election period means the period beginning on the day the vacancy in the office began and ending on the sixtieth day following the special municipal election, provided that for any candidate at the special election who had established, prior to the vacancy, a committee for the election to the affected office of Mayor or Council Member, the election period means a period beginning on January 1st after the previous general municipal election for the affected office.

2.11.030 Campaign contributions—Limitations.

A. No person shall make a contribution to any candidate or the controlled committee of such a candidate, and no candidate or the candidate's controlled committee shall accept from each such person a contribution or contributions totaling more than eight hundred dollars ($800.00) for any election period.

B. The candidate's own money or property used in the furtherance of the candidate's campaign shall not be subject to the contribution limits of this chapter.

2.11.040 Aggregation of contributions.

For the purpose of the contribution limitations in Section 2.11.030, contributions from persons shall be aggregated as follows:

A. If the same person or a majority of the same persons in fact directs and controls the decisions of two or more entities to make contributions to support or oppose a candidate or candidates for elective office, those affiliated entities shall be considered one person.

B. Business entities in a parent-subsidiary relationship and business entities with the same controlling (more than fifty percent) owner shall be considered one person, unless the business entities act completely independently in their decisions to make contributions to support or oppose candidates for elective office.

C. Nothing in this section shall be construed as to limit the right of individuals in joint tenancy of a savings or checking account from each making a contribution to a campaign in accordance with the limitations of this chapter.

2.11.050 Loans and unpaid debts to vendors.

A. Every loan to a candidate or committee shall be by written agreement and shall be filed with the candidate's or controlled committee's campaign statement on which the loan is first reported.

B. Loans shall not be subject to the contribution limitations of this chapter.

C. Failure to repay a loan within one year of the election date shall cause the loan to be considered a contribution and to the extent such contribution exceeds the contribution limitation established in Section 2.11.030 it shall be a violation of this chapter and subject to the enforcement provisions of chapter 1.16.

D. Debts owed by a candidate or committee to a vendor for goods or services rendered shall be considered campaign contributions for the purposes of this chapter if such debts are not repaid within one year following the election, unless the vendor has made a good faith effort to collect. A good faith effort shall consist of contracting with a collection agency for action, or the filing of a legal action to collect. To the extent such contribution exceeds the contribution limitation established in Section 2.11.030 it shall be a violation of this chapter, and subject to the enforcement provisions of chapter 1.16.

2.11.060 Debt retirement committee.

Notwithstanding Section 2.11.050, a candidate may continue a controlled committee from a previous election period for the sole purpose of receiving contributions for the retirement of campaign debt from the previous election. Contributions to said committee shall be subject to all the limitations of this chapter and shall be cumulated to the previous election period for purpose of the limits established in Sections 2.11.020 and 2.11.030.

2.11.070 Return of campaign contributions.

The intended recipient of any contribution which would cause the total amount of contributions to a committee from a single donor to exceed eight hundred dollars ($800.00) shall, within fortyeight hours of the candidate or committee having actual knowledge of such excess contribution, return any such excess to the donor.

Item D. 4.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Neetu Salwan, City Clerk
SUBJECT Adopt a resolution calling for a General Municipal Election to be consolidated with the Statewide General Election on November 3, 2026, for the election of certain officers; requesting that the Alameda County Board of Supervisors consolidate the City of Newark’s election with the statewide election; and requesting the election services of the Alameda County Registrar of Voters The City’s next General Municipal Election will be held at-large on Tuesday, November 3, 2026. The municipal election will include an election to the seat of Mayor (two-year term) and two Council Member seats (four-year terms).

The nomination period for the Mayor seat and the two Council Member seats is July 13, 2026 through August 7, 2026. If an incumbent does not file, the nomination period for that office will be extended to August 12, 2026. If an incumbent does not file during the regular period, then the incumbent is not eligible to file during the extension.

The City has historically consolidated its election with the Alameda County Registrar of Voters (ROV), which administers election services including polling locations, precinct workers, ballot preparation, vote-by-mail processing, and vote tabulation. A resolution is required to request these services through the Alameda County Board of Supervisors.

Pursuant to Resolution No. 7400, the City Clerk must estimate costs and collect a deposit for the optional Candidate Statement of Qualifications. The estimated cost is $410 per statement, based on the prior election. Candidates are responsible for actual costs and must reimburse the City within ten days of invoicing for any amount exceeding the deposit. Refunds or additional charges will be processed within 30 days after the City receives the final invoice from the ROV.

The ROV estimates election costs between $5.00 and $7.00 per registered voter.

Based on Newark’s current 25,984 registered voters, the total estimated cost ranges from $129,920 to $181,888. Final costs will be determined after the election, and budget adjustments may be required. Additional costs for publication, printing, translation, and supplies will be borne directly by the City. Funding of $190,000 is included in the proposed 2026–2028 Biennial Budget, which is scheduled for Council approval in June 2026.

Staff recommends that the City Council adopt a resolution calling for the General Municipal Election on November 3, 2026, and requesting consolidation and election services from Alameda County.

Attachments
Resolution Calling Election
RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

NEWARK CALLING FOR THE HOLDING OF A GENERAL

MUNICIPAL ELECTION TO BE HELD ON TUESDAY,
NOVEMBER 3, 2026, FOR THE ELECTION OF CERTAIN
OFFICERS; REQUESTING THE ALAMEDA COUNTY BOARD

OF SUPERVISORS TO CONSOLIDATE THE GENERAL

MUNICIPAL ELECTION WITH THE GENERAL ELECTION TO
BE HELD NOVEMBER 3, 2026; AND REQUESTING SERVICES

OF THE REGISTRAR OF VOTERS
WHEREAS, under the provisions of the laws relating to general law cities in the State of California, a General Municipal Election shall be held on November 3, 2026, for the purpose of electing one Mayor for a full term of two years and two Members of the City Council for full terms of four years; and
WHEREAS, §13307 of the California Election Code provides that the City may adopt regulations pertaining to materials prepared by any candidate for a municipal election, including costs of the candidate’s statement; and
WHEREAS, in accordance with Elections Code Section 10400, local elections which are called to be held on the same date in territory which is wholly or partially the same may be consolidated by the Registrar of Voters upon receipt of request for same from the jurisdictions involved at least 88 days prior to the date of said elections; and WHEREAS, it is desirable that the General Municipal Election be consolidated with the General Election to be held on the same date and that within the City the precincts, polling places, and election officer of the two elections be the same, and that the Registrar of Voters of the County of Alameda canvass the returns of the General Municipal Election and that the election be held in all respects as if there were only one election; and
WHEREAS, pursuant to Elections Code Section 10403.5 the City desires to request the County to render special services to the City with respect to the conduct of the City’s Municipal Election to be held on November 3, 2026, and the County is agreeable to provide these services; and
WHEREAS, §13307 of the Elections Code of the State of California provides that the City Council adopt regulations pertaining to materials prepared by any candidate for a municipal election, including costs of the candidate statement.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Newark does hereby declare, determine, and order as follows:

Section 1: That pursuant to the requirements of the laws of the State of California relating to General Law Cities, there is called and ordered to be held in the City of Newark, California, on Tuesday, November 3, 2026, a General Municipal Election for the purpose of electing one Mayor for the full term of two years and two Members of the City Council for the full term of four years.

Section 2: That the ballots to be used at the election shall be in the form and content as required by law.

Section 3: That the polls for the election shall be open at 7:00 a.m. of the day of the election and shall remain open continuously from that time until 8:00 p.m. of the same day when the polls shall be closed.

Section 4: That in all particulars not recited in this resolution, the election shall be held and conducted as provided by law for holding municipal elections.

Section 5: That the Board of Supervisors of the County of Alameda is hereby requested to consent and agree to the consolidation of the General Municipal Election with the General Election on Tuesday, November 3, 2026.

Section 6: That the Alameda County Registrar of Voters is authorized to canvass the returns of the General Municipal Election. The election shall be held in all respects as if there is only one election, and only one form of ballot shall be used.

Section 7: That the Board of Supervisors is requested to issue instructions to the Registrar of Voters to take any and all steps necessary for the holding of the consolidated election.

Section 8: That the City of Newark recognizes that additional costs will be incurred by the County by reason of this consolidation and agrees to reimburse the County based on the County’s established consolidation rate.

Section 9: That notice of the time and place of holding the election is given and that the City Clerk is authorized to give additional notice of the election in time, form, and manner as required by law.

Section 10: The City Council authorizes the City Clerk to administer said election and all reasonable and actual election expenses shall be paid by the City upon presentation of a properly submitted bill.

Section 11: That in the event of a tie vote (if any two or more persons receive an equal and the highest number of votes for an office) as certified by the Alameda County Registrar of Voters, the City Council, in accordance with Election Code Section 15651(a), shall set a date and time and place and summon the candidates who have received the tie votes to appear and will determine the tie by lot.

Section 12: Pursuant to §13307 of the Elections Code of the State of California, each candidate for elective office to be voted for at the General Municipal Election on November 3, 2026, may prepare a candidate statement on an appropriate form provided by the elections official. The statement may include the candidate's name, age, and occupation and a brief description of no more than 200 words of the candidate’s education and qualifications expressed by the candidate himself or herself.

Section 13: The candidate shall be required to pay for the cost of printing, translating, and mailing the candidate statement and shall make a deposit of $410 at the time their nomination papers are filed. The candidate shall be refunded any overage or billed for any additional costs within 30 days of the Alameda County Registrar of Voters' actual accounting of said costs.

Section 14: The City Council hereby directs the City Clerk to certify the passage and adoption of this Resolution and to enter it into the book of original resolutions.

Section 15: That the City Clerk is directed to forward a certified copy of this resolution to the Board of Supervisors of Alameda County and the Registrar of Voters of Alameda County.

Section 16: The City Clerk is hereby directed to ensure the notice of the General Municipal Election is published in accordance with the California Elections Code, specifically adhering to the timelines established in §§ 12101 and 12102. This notice shall be published in a newspaper of general circulation within the City of Newark no earlier than the 127th day before the election and no later than the 113th day before the election.

Item D. 5.

DATE 05/28/2026
TO Honorable Mayor and City Council Members
FROM Michael Carmen, Assistant Engineer
SUBJECT Approve the plans and specifications and adopt a resolution accepting the bid and award of contract for the Base Bid and Additive Alternate Bids No. 1, No. 2, No. 3, No. 4, and No. 5 to G.

Bortolotto & Co., Inc. for FY2026 Annual Asphalt Concrete Street Overlay Program Project No. CIPA10005.FY2026
SUMMARY AND RECOMMENDATION
Bids for FY2026 Annual Asphalt Concrete Street Overlay Program Project No.

CIPA10005.FY2026 were opened on April 28, 2026. As stated in the Project Specifications, determination of the low bidder was based on the Base Bid plus Additive Alternative Bid No. 1, No. 2, and No. 3. The low monetary bidder, G. Bortolotto & Company, Inc., provided a responsive bid, is experienced in this type of project and is a responsible contractor.

Staff recommends that the City Council, by motion, approve the plans and specifications and, by resolution, accept the bid and award the contract to the lowest responsible bidder, G. Bortolotto & Company, Inc., for the Base Bid plus Additive Alternative Bid No. 1, No. 2, No. 3, No. 4, and No.5 in the amount of $2,688,688.20.

Staff also recommends including an additional $269,311.80 (10% of the contract amount) in construction contingency, bringing the recommended allocation for the project to $2,958,000.00.

BACKGROUND
As part of the City of Newark’s ongoing effort to protect and extend the life of its streets, city staff annually inspects asphalt concrete pavement surfaces to identify areas of potential maintenance and determine the timing and type of appropriate repairs.

Asphalt concrete overlays involve the placement of an additional layer of asphalt concrete pavement on streets showing a relatively uniform distress pattern over most of the pavement surface. This condition indicates that the pavement needs structural upgrading to accommodate current and future traffic loads. A structural upgrade will prevent complete failure of the street pavement and avoid the very expensive process of complete roadway reconstruction. The increased structural strength due to an asphalt concrete overlay typically extends the useful life of a street by at least ten years.

The streets on FY2026 Annual Asphalt Concrete Street Overlay Program Project No.

CIPA10005.FY2026 include: Abbey Court, Aralia Drive, Barnard Street, Bellflower Drive, Bellhaven Avenue, Bellhaven Place, Blackburn Drive, Castleford Court, Concord Street, Curie Place, Dalewood Drive, Dalewood Court, Donegal Court, Edith Street, Edgewater Drive, Escallonia Drive, Escallonia Court, Fountaine Avenue, Geranium Court, Geranium Street, Harlon Court, Manzanita Street, Parkside Place, Portsmouth Avenue, Portsmouth Court, Ruschin Drive, and Reina Place.

The first page of the attached project plans (2nd attachment) contains a map depicting all the locations where the construction would be completed.

FY2026 Annual Asphalt Concrete Street Overlay Program Project No.

CIPA10005.FY2026 also includes five (5) Additive Alternate Bid Items. Additive Alternate Bid No. 1 includes work related to a full width grind and overlay on Geranium Street and Geranium Court. Additive Alternate Bid No. 2 includes work related to a full width grind and overlay on Cleremont Drive and Curie Place, and Additive Alternate Bid No. 3 includes work related to a full width grind and overlay on Concord Street and Fountaine Avenue. Additive Alternate Bids No. 4 and No. 5 are reimbursable work on behalf of Alameda County Water District (ACWD) and Union Sanitary District (USD), respectively. The scope of work for ACWD’s and USD’s respective Alternate Bid Items include alterations and adjustment of existing valves and manholes to finish paving grade after the overlay.

The 2024-2026 Biennial Budget and Capital Improvement Program includes sufficient funding for Bids for FY2026 Annual Asphalt Concrete Street Overlay Program Project No. CIPA10005.FY2026 using a combination of SB1 Road Maintenance and Rehabilitation Account funds and Measure BB Local Streets and Roads funds.

DISCUSSION/ANALYSIS
Bids for FY2026 Annual Asphalt Concrete Street Overlay Program Project No.

CIPA10005.FY2026 were opened on April 28, 2026. The City received a total of four (4) bids as follows:

Bidder Base Bid
Additive
Alternate
Bid
No. 1
(Geranium
St &
Geranium
Ct)
Additive
Alternate
Bid No. 2
(Cleremont
Dr & Curie
Pl)
Additive
Alternate
Bid No. 3
(Concord
St &
Fountaine
Ave)
Base Bid
PLUS
Additive
Alternate Bid
Nos. 1, 2, and
3 G. Bortolotto
& Company,
Inc.
$2,106,210.00 $98,013 $96,746.80 $158,718.40 $2,459,688.20 DeSilva
Gates
Construction
LLC
$2,173,916.00 $111,720.00 $129,060.00 $171,890.00 $2,586,586.00 O’Grady
Paving, Inc. $2,337,315.00 $119,744.00 $118,498.40 $187,149.20 $2,762,706.60 Radius
Earthwork
Inc.
$2,416,350.25 $176,938.40 $222,544.00 $244,710.30 $3,060,543.25 Table Continued Below

Bidder
Additive
Alternate
Bid No. 4
(Alameda
County
Water
District -
ACWD)
Additive
Alternate
Bid No. 5
(Union
Sanitary
District -
USD)
Base Bid PLUS
Additive
Alternate Bid
Nos. 1, 2, 3, 4,
and 5
G. Bortolotto
& Company,
Inc.
$100,000.00 $129,000.00 *$2,688,688.20
DeSilva Gates
Construction
LLC
$212,500.00 $229,700.00 $3,028,786.00
O’Grady
Paving, Inc. $125,000.00 $176,000.00 *$3,063,706.60
Radius
Earthwork Inc. $137,500.00 $167,530.00 *$3,365,573.25
*Corrected for Mathematical Error
As stated in the Project Specifications, determination of the low monetary bidder was based on the Base Bid plus Additive Alternative Bid No. 1, No. 2, and No. 3. G.

Bortolotto & Company, Inc., the lowest responsible bidder, provided a Base Bid plus Additive Alternate Bid No. 1, No. 2, and No. 3 in the amount of $2,459,688.20. The lowest monetary bidder, G. Bortolotto & Company, Inc., submitted a responsive bid, is experienced in this type of project, successfully completed a similar project for the City of Newark in 2024, and is a responsible bidder.

Based on the bid submitted by G. Bortolotto Company, Inc., staff recommends the addition of Additive Alternate Bid No. 4 (ACWD) and No. 5 (USD) to the construction contract. As detailed below, there are sufficient funds for this project to include the recommended Additive Alternate Bid No. 4 and No. 5.

After review of the bids received from G. Bortolotto Company, Inc. for Additive Alternate Bid No. 4 and No. 5, both ACWD and USD recommend adding their respective Additive Alternate Bid to the construction contract. The City would be reimbursed for all work performed by the contractor on behalf of ACWD and USD. In accordance with past practice, a ten percent (10%) administrative fee will be added to all ACWD and USD costs to reimburse the City for administration and management of the work.

Staff recommends that the City Council accept the bid and award the contract to the lowest responsible bidder, G. Bortolotto Company, Inc. for the Base Bid plus Additive Alternative Bid No. 1, No. 2, No. 3, No. 4, and No. 5 in the amount of $2,688,688.20.

FISCAL IMPACT
The recommended construction contract amount is $2,688,688.20. Staff further recommends establishing a construction contingency of $269,311.80, equivalent to 10% of the contract amount, for unforeseen field conditions, material testing, quantity adjustments, and other construction-related costs, resulting in a total authorized project amount of $2,958,000.

Of the total contract amount, approximately $229,000 is associated with Additive Alternate Bid Nos. 4 and 5 for utility-related work requested by ACWD and USD. These costs are anticipated to be reimbursed to the City by the respective agencies, in addition to a 10% administrative charge for project management and coordination.

Sufficient appropriations are included in the FY2024-2026 Biennial Budget and Capital Improvement Program. Project funding is provided through a combination of SB1 Road Maintenance and Rehabilitation Account (RMRA) funds and Measure BB Local Streets and Roads funds.

Approval of the recommended contract and contingency will authorize the City Manager, or designee, to execute the construction agreement and administer the project within the approved project budget.

STRATEGIC PRIORITY AREA
Foster a Safe and Healthy Community
Modernize Public Facilities and Infrastructure
REVIEW AND APPROVAL
Prepared by – Michael Carmen, Assistant Engineer
Reviewed by – Miki Tsubota, City Engineer
Reviewed by – Howard Young, Public Works Director
Reviewed by – Krysten Lee, Finance Director
Reviewed by – Kristopher J. Kokotaylo, City Attorney
Approved by – David J. Benoun, City Manager
Attachments
Resolution Word
Resolution PDF
Plans
Specs
RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

NEWARK ACCEPTING THE BID AND AWARDING THE

CONTRACT FOR THE BASE BID AND ADDITIVE
ALTERNATE BID NO. 1, NO. 2, NO. 3, NO. 4, AND NO. 5 TO
G. BORTOLOTTO & COMPANY, INC. FOR THE FY2026

ASPHALT CONCRETE STREET OVERLAY PROGRAM
PROJECT NO. CIPA 10005.FY2026
WHEREAS, the Public Works Department invited sealed bids for the construction of public improvements for FY2026 Annual Asphalt Concrete Street Overlay Program Project No.

CIPA10005.FY2026 (the “Project”); and
WHEREAS, on April 28, 2026, a total of four (4) bids for the Project were received and opened in accordance with the City’s procurement procedures and applicable laws; and WHEREAS, as stated in the Project Specifications, determination of the low monetary bidder was based on the Base Bid plus Additive Alternative Bid No. 1, No. 2, and No. 3; and WHEREAS, G. Bortolotto & Company, Inc. was determined to be lowest responsible bidder with a Base Bid plus Additive Alternate Bid No. 1, No. 2, and No. 3 in the amount of $2,459,688.20; and
WHEREAS, staff recommends, and the City Council seeks, to add Additive Alternate Bid No. 4 and No. 5 to the construction contract which would bring the total construction contract amount to $2,688,688.20; and
WHEREAS, staff recommends including ten percent (10%) construction contingency in the amount of $269,311.80, which would bring the total allocation for the Project to $2,958,000.00; WHEREAS, sufficient funding is available in the 2024-2026 Biennial Budget and Capital Improvement Program, including $1,500,000 appropriated from Fund 202 – SB1 Road Maintenance and Rehabilitation Account (RMRA) and $1,458,000 appropriated from Fund 284 – Alameda County Transportation Commission (ACTC) Measure BB Local Streets and Roads Program (LSRP).

WHEREAS, the proposed work is categorically exempt from environmental review pursuant to Section 15301 of the California Environmental Quality Act (CEQA) Guidelines as it involves the maintenance and minor alteration of existing public facilities.

NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Newark as follows:

1. The Bid submitted by G. Bortolotto & Co., Inc. in the amount of $2,688,688.20 is hereby accepted, and the contract is awarded to said contractor for the FY2026 Annual Asphalt Concrete Street Overlay Program Project No. CIPA10005.FY2026.

2. A construction contingency of $269,311.80 is hereby authorized, for a total project allocation of $2,958,000.00.

3. The Public Works Director is hereby authorized to utilize the full project budget, as appropriated in the 2024-2026 Biennial Budget and Capital Improvement Program, to address unforeseen construction issues as needed, provided that total expenditures do not to exceed the amounts appropriated.

4. The City Manager, or designee, is authorized to execute the contract and all related documents necessary to implement the work.

RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

NEWARK ACCEPTING THE BID AND AWARDING THE

CONTRACT FOR THE BASE BID AND ADDITIVE
ALTERNATE BID NO. 1, NO. 2, NO. 3, NO. 4, AND NO. 5 TO
G. BORTOLOTTO & COMPANY, INC. FOR THE FY2026

NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Newark as follows:

2. A construction contingency of $269,311.80 is hereby authorized, for a total project allocation of $2,958,000.00.

4. The City Manager, or designee, is authorized to execute the contract and all related documents necessary to implement the work.

CITY OF NEWARK CITY DWG. NO. SHEET NO. DESCRIPTION SCHEDULE OF DRAWINGS LOCATION MAP VICINITY MAP NOT TO SCALE NEWARK 2026B01 1 TITLE SHEET 2026B02 2 GENERAL NOTES, LEGEND, ABBREVIATIONS, AND UTILITY CONTACTS 2026B03 3 ASPHALT GRINDING DETAILS 2026B04 4 OVERLAY SCOPE OF WORK 2026B05 5 PATCH PAVING SCOPE OF WORK 2026B06 6 PORTSMOUTH AVE (CARDIFF ST TO 5753 PORTSMOUTH AVE) 2026B07 7 BLACKBURN DR (5753 PORTSMOUTH AVE TO 35531 BLACKBURN DR) 2026B08 8 BLACKBURN DR (35531 BLACKBURN DR TO CHAPMAN DR) PORTSMOUTH CT 2026B09 9 CASTLEFORD CT DONEGAL CT 2026B10 10 EDGEWATER DR (CEDAR BLVD TO SALISBURY DR) 2026B11 11 EDGEWATER DR (SALISBURY DR TO DERBY PL) 2026B12 12 EDGEWATER DR (DERBY PL TO CHELSEA DR/WINCHESTER PL) 2026B13 13 RUSCHIN DR (NEWARK BLVD TO 5673 MCDONALD AVE) 2026B14 14 RUSCHIN DR (5673 MCDONALD AVE TO 36252 RUSCHIN DR) 2026B15 15 RUSCHIN DR (36252 RUSCHIN DR TO 5815 HAFNER WY) 2026B16 16 RUSCHIN DR (5815 HAFNER WY TO MUSICK AVE) 2026B17 17 DALEWOOD DR (RUSCHIN DR TO 36091 DALEWOOD DR) 2026B18 18 DALEWOOD DR (36091 DALEWOOD DR TO RUSCHIN DR) DALEWOOD CT 2026B19 19 REINA PL (MCLAUGHLIN AVE TO END) BARNARD ST (LAFAYETTE AVE TO REDLCIFFE AVE) 2026B20 20 BARNARD ST (RADCLIFFE AVE TO BELLHAVEN AVE) BELLHAVEN AVE (CHRISTINE ST TO 6147 BELLHAVEN AVE) 2026B21 21 BELLHAVEN AVE (6147 BELLHAVEN AVE TO NEWARK BLVD) BELLHAVEN PL 2026B22 22 2026B23 23 2026B24 24 2026B25 25 2026B26 26 2026B27 27 2026B28 28 2026B29 29 2026B30 30 2026B31 31 2026B32 32 2026B33 33 2026B34 34 2026B35 35 *CLEREMONT DR (ORLEANS DR TO ORLEANS DR) *CURIE PL *FOUNTAINE AVE (HALEY ST TO 6589 FOUNTAINE AVE) *FOUNTAINE AVE (6589 FOUNTAINE AVE TO CHERRY ST) *CONCORD ST (FOUNTAINE AVE TO MONTCALM AVE) CRESTMONT AVE (BETTENCOURT ST TO END) EXCL. EDITH ST (MILANI AVE TO ST. ISABEL AVE) HARLON CT ABBEY CT *GERANIUM ST *GERANIUM CT ARALIA DR (SMITH AVE TO SMITH AVE) BELLFLOWER DR (SMITH AVE TO 5840 BELLFLOWER DR) BELLFLOWER DR (5840 BELLFLOWER DR TO BIRCH ST) BELLFLOWER DR (CUL-DE-SACS) ESCALLONIA DR (SMITH AVE TO 6294 ESCALLONIA DR) ESCALLONIA DR (6294 ESCALLONIA DR TO 38331 MANZANITA ST) MANZANITA ST (38331 MANZANITA ST TO SMITH AVE) ESCALLONIA CT CLEAN BAY BLUEPRINT NOTE: ASTERISK (*) AND RED TEXT = ADDITIVE ALTERNATE BID ITEM

ALAMEDA COUNTY, CALIFORNIA
FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM
PROJECT NO. CIPA10005.FY2026 (PHASE 1) NOT TO SCALE LIMITS OF WORK ABC OVERLAY STREET BLACKBURN COURT ESCALLONIA ESCALLONIA DRIVE MANZANITA STREET BELLFLOWER DRIVE ARALIA DRIVE EDITH STREET *CURIE PLACE *CLEREMONT DRIVE *FOUNTAINE AVENUE*CONCORD STREET BELLHAVEN BELLHAVEN AVENUE BARNARD STREET REINA PLACE RUSCHIN DRIVE DALEWOOD PARKSIDE PLACE EDGEWATER DRIVE DRIVE *GERANIUM COURT PORTSMOUTH AVENUE PORTSMOUTH COURT CASTLEFORD COURT *ABC ADDITIVE ALTERNATE STREET ABBEY COURT HARLON COURT BETTENCOURT STREET THORNTON AVENUE WILLOW STREET

THORNTON AVENUE SYCAMORE STREET MAYHEWS LANDING ROAD SPRUCE STREET HALEY STREET

JARVIS AVENUE

GATEWAY BOULEVARD DUMBARTON

FREEWAY

FIRCREST

STREET NEWARK BOULEVARD NORMANDY DRIVEORLEANS DRIVE MIRABEAU DRIVE CEDAR BOULEVARD CEDAR BOULEVARD CHERRY STREET MONTCALM AVENUE

STEVENSON BOULEVARDBALENTINE DRIVE MOWRY AVENUENEWPARK MALL DRIVE NIMITZ FREEWAY BIRCH STREET CEDAR BOULEVARD ROBERTSON AVENUE

CENTRAL AVENUE

MILANI AVENUE
ST. ISABEL AVENUE MCLAUGHLIN AVENUE

CHRISTINE STREET

LAFAYETTE AVENUE

LAKE BOULEVARD

WINCHESTER PLACE CARDIFF STREET
SMITH AVENUE *GERANIUM STREET DONEGAL COURT DRIVE DALEWOOD COURT PLACE CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 SHEET 1 OF 35 MC TITLE SHEET 2026B01 CITY DRAWING NO. MC PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE 4-3-26 LEGEND: UTILITY CONTACTS: TYPICAL 1. THE CONTRACTOR SHALL INSPECT THE PROJECT SITES PRIOR TO SUBMITTING A BID IN ORDER TO OBSERVE AND DETERMINE THE EXISTING JOB SITE CONDITIONS. 2. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THESE PLANS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR CONSTRUCTION SAFETY AND FOR THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF THE PROJECT CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS AND CAL/OSHA. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED TRANSPORTATION COMPANIES AND EMERGENCY SERVICE PROVIDERS OF THE PROJECT AND THE PROJECT SCHEDULE. SEE SECTION 10-1.01 "ORDER OF WORK" OF THE SPECIFICATIONS FOR DETAILS. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL PROPERTIES, PRIVATE RESIDENCES, AND BUSINESSES AT ALL TIMES DURING CONSTRUCTION. SEE SECTION 10-1.04 "MAINTAINING TRAFFIC AND TRAFFIC CONTROL" OF THE SPECIFICATIONS FOR DETAILS. 6. EXACT LIMITS FOR OVERLAY WILL BE DETERMINED IN THE FIELD BY THE ENGINEER. ALL STREET SWEEPING, AND OTHER PREPARATORY WORK SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER PRIOR TO THE PLACEMENT OF THE ASPHALT CONCRETE. 7. THE CONTRACTOR SHALL NOTIFY KEVIN COFFEE WITH UNION SANITARY DISTRICT (USD) AT (510) 477-7548 TO COORDINATE ADJUSTING USD UTILITIES FACILITIES TO GRADE . THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING SPECIFIED STORM DRAINS AND MONUMENTS FRAMES AND COVERS TO FINISHED GRADE AS DIRECTED BY THE ENGINEER. SEE SECTION 10-1.10 "EXISTING HIGHWAY FACILITIES" OF THE SPECIFICATIONS FOR DETAILS. SOME EXISTING STRUCTURES ARE BURIED, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THEM PRIOR TO OVERLAY AND ADJUSTING THEM TO FINISHED GRADE. 8. EXISTING UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. EXISTING GAS, SANITARY SEWER, AND WATER LATERALS ARE NOT SHOWN ON THE DRAWINGS. THE ELEVATION OF MANY EXISTING UTILITIES ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT SIZES, LOCATIONS AND MARKING OF EACH FACILITY IN THE FIELD BEFORE CONSTRUCTION. CONTACT USA AT 811 OR (800) 227-2600 AT LEAST TWO WORKING DAYS PRIOR TO ANY EXCAVATION. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR. 9. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON BARNARD STREET,

BELLHAVEN AVENUE/PLACE, BELLFLOWER DRIVE, BLACKBURN DRIVE, CLEREMONT DRIVE, CONCORD STREET,

CRESTMONT AVENUE, CURIE PLACE, DALEWOOD DRIVE/COURT, DONEGAL COURT, EDITH STREET, ESCALLONIA DRIVE/COURT, FOUNTAIN AVENUE, MANZANITA STREET, PARKSIDE PLACE, PORTSMOUTH AVENUE/COURT, REINA PLACE,RUSCHIN DRIVE, HARLON COURT, AND ABBEY COURT WITHIN THE LIMITS OF THE PROJECT. THESE OVERHEAD LINES MAY INFLUENCE THE USE OF CERTAIN TYPES OF EQUIPMENT DUE TO THE HEIGHT OF THE OVERHEAD LINES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHAT INFLUENCE, IF ANY, THE OVERHEAD LINES MAY HAVE ON CONSTRUCTION ACTIVITIES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT ALL WORK ON THIS PROJECT USING ACCEPTED SURVEYING PRACTICES. THE CONTRACTOR SHALL ESTABLISH LINES, CONTROL POINTS, AND ELEVATIONS TO SET LINES AND GRADES AS NEEDED TO PRODUCE UNIFORM SLOPES WITHOUT ANY PONDING ON THE NEWLY OVERLAY STREETS. 11. SURVEY MONUMENTS SHALL BE PROTECTED AT ALL TIMES. ANY DISTURBED MONUMENTS SHALL BE RESET BY LAND SURVEYOR AT THE DIRECTION OF THE CITY ENGINEER. SEE SECTION 10-1.08 "EXISTING HIGHWAY FACILITIES" OF THE SPECIFICATIONS FOR DETAILS. 12. ASPHALT CONCRETE OVERLAY LONGITUDINAL JOINTS SHALL CORRESPOND WITH THE EDGES OF TRAFFIC LANES. NO LONGITUDINAL JOINTS IN THE TOP LAYER SHALL BE ALLOWED IN THE WHEEL TRACK AREAS. ALSO, THE CONTRACTOR IS RESPONSIBLE FOR PAVING THE STREETS TO DRAIN. NO PONDING OVER 1/2" SHALL BE ALLOWED. ANY PONDING OVER 1/2" SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COSTS TO THE CITY. 13. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE DIRECTED BY THE ENGINEER. EXISTING STRIPING AND LEGENDS OUTSIDE OF THE WORK LIMITS DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER AND AT NO ADDITIONAL COST TO THE CITY. SEE SECTION 10-1.20 "PAVEMENT MARKERS, TRAFFIC STRIPING AND LEGENDS" OF THE SPECIFICATIONS FOR DETAILS. 14. PRIOR TO THE END OF THE WORKING DAY, THE CONTRACTOR IS RESPONSIBLE FOR PLACING RAMP MATERIAL ON ALL EDGES THAT ARE MORE THAN 1-1/2-INCH HIGH. THE PAVEMENT TRANSITIONS PLACED SHALL BE PLACED MINIMUM OF 20 FEET IN LENGTH, AT A SLOPE OF 1:4, AND AS DIRECTED BY THE ENGINEER. 15. THE CONTRACTOR SHALL CONTROL DUST TO THE MAXIMUM EXTENT PRACTICABLE OR EXCEEDING REQUIREMENTS ESTABLISHED BY THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT. 16. THE CONTRACTOR SHALL FAMILIARIZE WITH THE STATE OF CALIFORNIA BEST MANAGEMENT PRACTICES HANDBOOK FOR APPLICABLE EROSION CONTROL MEASURES, AND SHALL BE RESPONSIBLE FOR EMPLOYING ITS PROVISIONS THROUGHOUT CONSTRUCTION. 17. TO MEET THE CITY OF NEWARK'S GREEN BUILDING AND CONSTRUCTION AND DEMOLITION DEBRIS ORDINANCE, THE CONTRACTOR SHALL REUSE AND RECYCLE 100% OF ALL ASPHALT CONCRETE AND CONCRETE, AND AT LEAST 50% OF ALL REMAINING PROJECT DEBRIS ON THIS PROJECT. SEE SECTION 10-1.22 "CONSTRUCTION AND DEMOLITION DEBRIS MANAGEMENT" OF THE SPECIFICATION FOR DETAILS. INSTALL "STOP" PAVEMENT LEGEND INSTALL 12" YELLOW CROSSWALK (LINEAR FEET) - PER MUTCD 23 1380 STRIPING DETAIL NO. LENGTH (FT) (E) STORM DRAIN INLET GRATE HOUSE ADDRESS S (E) USD SANITARY SEWER MANHOLE COVER (E) UNION SANITARY DISTRICT (USD) SANITARY SEWER RISER COVER (E) ALAMEDA COUNTY WATER DISTRICT (ACWD) WATER VALVE GENERAL NOTES: PER CA MUTCD STOP 1 PAVEMENT MARKING QUANTITY PER CA MUTCD SBLUE INSTALL BLUE HYDRANT MARKER (E) FIRE HYDRANT INSTALL "SLOW SCHOOL XING" PAVEMENT LEGEND (E) MONUMENT COVER TO BE RAISED TO GRADE (E) CITY OF NEWARK STORM DRAIN MH COVER TO BE RAISED TO GRADE D ABBREVIATIONS: (E) MONUMENT COVER TO BE REPLACED WITH G5 COVER AND RAISED TO GRADE MON MON AGGREGATE BASE ASPHALT CONCRETE ALAMEDA COUNTY TRANSIT - (510) 891-4901 ALAMEDA COUNTY WATER DISTRICT (ACWD) - (510) 668-4200 AT&T TELEPHONE - (408) 493-7237 COMCAST CABLE - (510) 243-3066 NEWARK PARATRANSIT - (510) 791-7879 PACIFIC GAS & ELECTRIC (PG&E) - (510) 683-3025 UNION SANITARY DISTRICT (USD) - (510) 477-7500 UNDERGROUND SERVICE ALERTS (USA) - (800) 227-2600 REPUBLIC SERVICES - (510) 354-2414 EXISTING INSTALL 12" WHITE CROSSWALK (LINEAR FEET) - PER MUTCD TRAFFIC SIGNAL LOOPS NEW WV GENERAL NOTES (CONTINUE) 18. THE CONTRACTOR SHALL ONLY SCHEDULE ONE OPERATION OF PATCH PAVING, GRINDING OR PAVING PER DAY. NO TWO CONCURRENT OPERATIONS OF PATCH PAVING, GRINDING OR PAVING WILL BE ALLOWED ON ONE DAY. 19. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY PROTOCOLS AS REQUIRED BY THE CURRENT HEALTH ORDER FOR ALAMEDA COUNTY. 20. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL NOTIFY ALL RESIDENCES WITH BASKETBALL HOOPS IN THE PUBLIC RIGHT-OF-WAY THAT COULD POTENTIALLY IMPACT MACHINERY DURING GRINDING AND OVERLAY OPERATIONS. . NEWARK POST OFFICE - (510) 797-0903 (E) ALAMEDA COUNTY WATER DISTRICT (ACWD) FIRE HYDRANT VALVE WV (E) TRAFFIC SIGNAL BOX INSTALL (N) TRAFFIC SIGNAL DETECTOR HANDHOLE (G5 COVER) TS INSTALL (N) TYPE "E" TRAFFIC SIGNAL DETECTOR LOOP TS INSTALL (N) TYPE "D" TRAFFIC SIGNAL DETECTOR LOOP 3 INCH PATCH PAVING AT MAYHEWS LANDING PARK (30 CY) CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE GENERAL NOTES, ABBREVIATIONS, LEGEND,MC AND UTILITY CONTACTSCITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM DESIGN ENGINEER'S STAMP AND SIGNATURE SHEET 2 OF 35 FEB 2026 2026B02 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 4-3-26 DETAIL 4 - GRINDING AT CONFORM DETAIL 1 - GRINDING AT CURB & GUTTER (WEDGE GRINDING) BELOW LIP OF GUTTER AS SHOWN ASPHALT GRINDING TO DEPTH 20' (SEE DETAIL 4 ABOVE) CONFORM LINE OVERLAY AC (NOT TO SCALE) ASPHALT GRINDING DETAILS 6' (SEE DETAIL 1 LEFT) GUTTER (TYP.) (E) LIP OF CONFORM BY THE ENGINEER DETERMINED IN THE FIELD EXACT LOCATION TO BE IN THE SPECIFICATIONS OR 6' 20' 0.125' - 0.20' (E) AC PAVEMENT AC OVERLAY AS DIRECTED BY THE ENGINEER DETAIL 5 - GRINDING AT INTERSECTION WEDGE GRINDING (E) AC PAVEMENT WEDGE GRINDING (SEE AC SCOPE OF WORK FOR THICKNESS) (SEE AC SCOPE OF WORK FOR THICKNESS) AC OVERLAY (SEE AC SCOPE OF WORK FOR THICKNESS) 52' - 84' 10' 10' 2"± DETAIL 3 - FULL WIDTH GRINDING (E) PAVEMENT REINFORCING FABRIC (E) SIDEWALK, CURB & GUTTER) TO REMAIN (TYP.) 0.15'± AC OVERLAY W/ FABRIC OVER 2"± AC OVER 5"-7"± AB 36' - 64' (N) FULL WIDTH GRINDING 2"± AC & OVERLAY 2"± AC 7' FROM LIP OF GUTTER 6' WEDGE GRINDING 6' 1" FULL WIDTH GRINDING WEDGE GRINDING 1" WEDGE GRINDING 1" WEDGE GRINDING DETAIL 2 - 1" FULL WIDTH GRINDING AND 1" WEDGE GRINDING 2" AC OVERLAY (SEE NOTE ON THE OVERLAY SCOPE OF WORK) CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE ASPHALT GRINDING DETAILS MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SHEET 3 OF 35 DESIGN ENGINEER'S STAMP AND SIGNATURE PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM FEB 2026 2026B03 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 STREET LIMITS AREA (SF) (E) PAVEMENT SECTION GRINDING DEPTH WEDGE/CONFORM GRINDING (LF) 2" AC OVERLAY (TON) PORTSMOUTH AVENUE CARDIFF STREET TO BLACKBURN DRIVE 42,240 2" AC/6"AB WEDGE GRINDING 1" 210 530 FULL WIDTH GRINDING 1" PORTSMOUTH COURT PORTSMOUTH AVENUE TO END 7,105 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 220 90 2"AC/6"AB BLACKBURN DRIVE PORTSMOUTH AVENUE TO CHAPMAN DRIVE 35,735 2"AC/6"AB WEDGE GRINDING 1" 205 450 FULL WIDTH GRINDING 1" DONEGAL COURT CHAPMAN DRIVE TO END 25,430 2" AC/7"AB WEDGE GRINDING 1" 160 320 FULL WIDTH GRINDING 1" CASTLEFORD COURT LAKE BOULEVARD TO END 15,425 2" AC/7"AB WEDGE GRINDING 1" 165 195 FULL WIDTH GRINDING 1" EDGEWATER DRIVE CEDAR BOULEVARD TO WINCHESTER PLACE 158,375 2" AC OVERLAY/ 3"AC/6" AB FULL WIDTH GRINDING 2" 500 2,000 RUSCHIN DRIVE NEWARK BOULEVARD TO MUSICK AVENUE 133,640 2" AC/5"AB WEDGE GRINDING 1" 895 1,710 FULL WIDTH GRINDING 1" PARKSIDE PLACE RUSCHIN DRIVE TO END 5,620 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 105 70 2" AC/5"AB DALEWOOD DRIVE RUSCHIN DRIVE TO RUSCHIN DRIVE 58,410 2"AC/5"AB WEDGE GRINDING 1" 365 730 FULL WIDTH GRINDING 1" DALEWOOD COURT DALEWOOD DRIVE TO END 7,650 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 205 100 2"AC/5"AB REINA PLACE MCLAUGHLIN AVENUE TO END 19,605 2"AC/5"AB WEDGE GRINDING 1" 110 245 FULL WIDTH GRINDING 1" BARNARD STREET LAFAYETTE AVENUE TO BELLHAVEN AVENUE 19,410 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 335 250 2"AC/6"AB BELLHAVEN AVENUE CHRISTINE STREET TO NEWARK BOULEVARD 51,470 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 435 645 2"AC/6"AB BELLHAVEN PLACE BELLHAVEN AVENUE TO END 10,210 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 180 130 2"AC/6"AB *CLEREMONT DRIVE ORLEANS DRIVE TO ORLEANS DRIVE 31,300 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 325 395 2"AC/5"AB *CURIE PLACE MIRABEAU DRIVE TO END 7,060 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 155 90 2"AC/5"AB *FOUNTAINE AVENUE HALEY STREET TO CHERRY STREET 40,830 2"AC/5"AB WEDGE GRINDING 1" 285 515 FULL WIDTH GRINDING 1" *CONCORD STREET FOUNTAINE AVENUE TO MONTCALM AVENUE 23,850 2" AC OVERLAY/ FULL WIDTH GRINDING 2" 270 300 2"AC/5"AB EDITH STREET MILANI AVENUE TO ST. ISABEL AVENUE 35,120 0.15' AC OVERLAY WITH FABRIC/ FULL WIDTH GRINDING 2" 305 485 2"AC/5"AB HARLON COURT EDITH STREET TO END 8,155 2"AC/5"AB WEDGE GRINDING 1" 105 105 FULL WIDTH GRINDING 1" ABBEY COURT EDITH STREET TO END 8,515 2"AC/5"AB WEDGE GRINDING 1" 200 110 FULL WIDTH GRINDING 1" *GERANIUM STREET ROBERTSON AVENUE TO GERANIUM COURT 25,625 2"AC/10"AB WEDGE GRINDING 1" 320 325 FULL WIDTH GRINDING 1" *GERANIUM COURT GERANIUM STREET TO END 12,970 2"AC/10"AB WEDGE GRINDING 1" 110 170 FULL WIDTH GRINDING 1" ARALIA DRIVE SMITH AVENUE TO SMITH AVENUE 33,320 2.5"AC/5"AB WEDGE GRINDING 1" 435 420 FULL WIDTH GRINDING 1" BELLFLOWER DRIVE SMITH AVENUE TO SFPUC 4.2"AC/6.6"AB FULL WIDTH GRINDING 2" 78,350 385 980 BELLFLOWER DRIVE SFPUC TO BIRCH STREET 2"AC/6"AB WEDGE GRINDING 1" FULL WIDTH GRINDING 1" ESCALLONIA DRIVE/MANZANITA STREET SMITH AVENUE TO SMITH AVENUE 55,285 2"AC/6"AB WEDGE GRINDING 1" 305 695 FULL WIDTH GRINDING 1" ESCALLONIA COURT ESCALLONIA DRIVE AND END 13,180 2"AC/6"AB WEDGE GRINDING 1" 180 165 FULL WIDTH GRINDING 1" ASTERISK (*) - ADDITIVE ALTERNATE BID ITEM OVERLAY SCOPE OF WORK CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE OVERLAY SCOPE OF WORK MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET WHEN A COMBINATION OF "WEDGE GRINDING 1" AND FULL WIDTH GRINDING 1" " (DETAILS 1 & 2 ON SHEET 3) ARE USED ON A STREET, THE GRINDING WORK ALONG CURB AND GUTTER (DETAILS 1 & 2 ON SHEET 3) SHALL BE PAID UNDER THE "ASPHALT CONCRETE FULL WIDTH GRINDING" BID ITEM PRICE ONLY. THE WEDGE/CONFORM GRINDING AT INTERSECTIONS SHALL BE PAID UNDER THE "ASPHALT CONCRETE CONFORM GRINDING" (DETAILS 4 & 5 ON SHEET 3) BID ITEM. NO ADDITIONAL COST WILL BE MADE. SHEET 4 OF 35 DESIGN ENGINEER'S STAMP AND SIGNATURE PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE FEB 2026 2026B04 THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 STREET LIMITS 3" PATCH 3" PATCH 4" PATCH 4" PATCH AREA (SF) PAVING (CY) AREA (SF) PAVING (CY) (+) EDGEWATER DR CEDAR BLVD TO WINCHESTER PL 1,350 20 (+) MAYHEWS LANDING PARK PATHWAY SEE AERIAL PLAN VIEW ON SHEET 2 3,213 30 SYCAMORE ST & THORNTON AVE SOUTHWEST CORNER OF INTERSECTION ALONG CURB RETURN 70 0.50 30.5 20 NOTE: 1. ALL PATCH PAVING QUANTITIES SHOWN HERE ARE APPROXIMATE ARE BASED ON PRELIMINARY MEASUREMENTS. FINAL QUANTITIES WILL BE DETERMINED IN THE FIELD. REFER TO SECTION 10-1.12 "PATCH PAVING" OF THE SPECIFICATIONS FOR DETAILS. 2. STREETS WITH A PLUS (+) MAY HAVE TREE ROOTS. 3. ADDITIONAL PATCH PAVING LOCATIONS MAY BE ADDED TO THE PROJECT SCOPE AT THE REQUEST OF THE CITY ENGINEER. WIDTH (FT) x LENGTH (FT) 1) 4*75 2) 6*49 3) 6*100 4) 5*29 TOTALS: VARIES 1) 35*2 PATCH PAVING SCOPE OF WORK CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE PATCH PAVING SCOPE OF WORK MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM FEB 2026 2026B05 THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 SHEET 5 OF 35 4-3-26 WV WV WVWV S S BLUE BLUE 06+00 07+00 08+00 09+00 10+00

PORTSMOUTH
COURT 33' 1.5' 1.5' 18' CONFORM LINE (TYP.) PORTSMOUTH AVENUE F/C S 21+00 22+00
BLUE WV WV WVWV WVWV D D BLUE BLUE 00+00 01+00 02+00 03+00 04+00 05+00 1.5' 33' 1.5'18' CONFORM LINE (TYP.) PORTSMOUTH AVENUE F/C S

PORTSMOUTH
COURT

ABINGTON
DRIVE

CARDIFF STREET S
21+00 BLUE CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 6 OF 35 PORTSMOUTH AVE MC CITY DRAWING NO. MC PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON PORTSMOUTH AVENUE AND PORTSMOUTH COURT. PROJECT NOTE: DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 SCALE: 1" = 40' 0 10 30 20 40 CONFORM LINE - STATION 00+10
CONFORM LINE - STATION 05+50

SEE BELOW
MATCHLINE - STATION 05+50

SEE ABOVE
MATCHLINE - STATION 09+55 SEE SHEET 7 SEE GENERAL NOTE #9 ON SHEET 2. SEE SHEET 8 (CARDIFF ST TO 5760 PORTSMOUTH AVE) FEB 2026 2026B06 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE 4-3-26 WV
WV WV S S BLUE 10+00 11+00 12+00 13+00 14+00 15+00 CONFORM LINE (TYP.) BLACKBURN DRIVE F/C 1.5' 33' 1.5'18' WV WVWV S S S BLUE 15+00 16+00 17+00

ABINGTON
DRIVE 18+00 33' 1.5' 1.5' 18' BLACKBURN DRIVE F/C CONFORM LINE (TYP.) MATCHLINE - STATION 14+70 CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 7 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 MATCHLINE - STATION 14+70

SEE BELOW

SEE ABOVE
MATCHLINE - STATION 09+55 - SEE SHEET 6
MATCHLINE - STATION 18+65 SEE SHEET 8 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON BLACKBURN DRIVE . PROJECT NOTE: SEE GENERAL NOTE #9 ON SHEET 2. BLACKBURN DR PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM (5760 PORTSMOUTH AVE TO 35531 BLACKBURN DR) FEB 2026 2026B07 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 WV S
STOP XWW 23 22 50 STOP 1XWY 340 19+00 BLUE 20+00
BLACKBURN DRIVE F/C CONFORM LINE (TYP.) 1.5' 33' 1.5' 18'

CHAPMAN DRIVE
WV WV
WV
BLUE 05+00 06+00 PORTSMOUTH COURT
33'

1.5'

1.5'
18' S 21+00 22+00 WV WV S BLUE CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 8 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON BLACKBURN DRIVE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE:

MATCHLINE - STATION 18+65
SEE SHEET 7
CONFORM LINE - STATION 20+87

PORTSMOUTH
AVENUE
CONFORM LINE- STATION 21+10
CONFORM LINE- STATION 22+33 PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM BLACKBURN DR (35531 BLACKBURN DR TO CHAPMAN DR) PORTSMOUTH CT FEB 2026 2026B08 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 XWW 23 22 50 STOP 1 STOPWV BLUE 30+00 S S S 31+00 32+00 33+00 CONFORM LINE (TYP.) CASTLEFORD COURT F/C LAKE BOULEVARD 33' 18' 1.5' 1.5' WV BLUE WV WV S S 23+00 24+00 25+00 26+00 27+00 CONFORM LINE (TYP.) CHAPMAN DRIVE F/C 33' DONEGAL COURT 18' 1.5' 1.5' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 9 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 CONFORM LINE - STATION 23+10
CONFORM LINE - STATION 27+87
CONFORM LINE - STATION 30+10
CONFORM LINE - STATION 33+58 PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM CASTLEFORD CT DONEGAL CT FEB 2026 2026B09 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 WV BLUE WV BLUE BLUE WVWV S D 40+00 41+00 42+00 43+00 44+00 45+00 22 18 XXW 900 XXW 240 XXW 25 EDGEWATER DRIVE F/C CONFORM LINE (TYP.) CEDAR BOULEVARD 20.5' 30.5' 1.5' 1.5'

PARKSHORE

DRIVE TS TS TS TS
BRI
BLUE WV WV WV BLUE WV S WV S S D D 45+00 46+00 47+00 48+00 49+00 50+00 DARVON
STREET

SALISBURY
DRIVE EDGEWATER DRIVE F/C CONFORM LINE (TYP.) 1.5' 20.5' 30.5' 1.5' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 10 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 CONFORM LINE - STATION 40+03
MATCHLINE - STATION 45+00

SEE BELOW
MATCHLINE - STATION 45+00

SEE ABOVE
MATCHLINE - STATION 50+70
SEE SHEET 11 EDGEWATER DR PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM (CEDAR BLVD TO SALISBURY DR) FEB 2026 2026B10 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 WVWV
WVWV
WV
BLUE
S
S
D
D 51+00 52+00 53+00
54+00
55+00
56+00

SALISBURY
DRIVE

CHELSEA
DRIVE EDGEWATER DRIVE F/C CONFORM LINE (TYP.) 20.5' 1.5' 20.5' 1.5'

TTINGHAM CT
WV
WV
WV
WV
BLUE
S
BLUE
S
D
56+00
D
57+00 58+00
59+00
60+00
61+00

ENFIELD
DRIVE
DRIVE WORTHING EDGEWATER DRIVE F/C CONFORM LINE (TYP.) 20.5'

1.5'

20.5'

1.5' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 11 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40
MATCHLINE - STATION 55+50

SEE ABOVE
MATCHLINE - STATION 61+00
SEE SHEET 12
MATCHLINE - STATION 50+70
SEE SHEET 10
MATCHLINE - STATION 55+50
SEE BELOW EDGEWATER DR PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM (SALISBURY DR TO DERBY PL) DERBY PLACE FEB 2026 2026B11 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 WV
BLUE
WV
WV
WV
BLUE
BLUE
WV WV
S
S
61+00
62+00 63+00
64+00
65+00
66+00
DERBY
PLACE

SWINDON
PLACE

OXFORD EDGEWATER DRIVE
PLACE F/C CONFORM LINE (TYP.)

20.5'

1.5'

20.5' BLUE WV WV BLUE
S 67+00 68+00
OXFORD
PLACE

WINCHESTER
PLACE

CHELSEA
DRIVE EDGEWATER DRIVE F/C CONFORM LINE (TYP.) 20.5' 20.5' 1.5' 1.5' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 12 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40
MATCHLINE - STATION 61+00
SEE SHEET 11
CONFORM LINE - STATION 68+70
MATCHLINE - STATION 66+50

SEE BELOW
MATCHLINE - STATION 66+50
SEE ABOVE EDGEWATER DR PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM (DERBY PL TO CHELSEA DR/WINCHESTER PL) FEB 2026 2026B12 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 STOP STOP 1 22 50 XWW 350 2 140 410 2 BLUE WV WV D WV WV BLUE S S 70+00 71+00 72+00 73+00 74+00 75+00 76+00 RUSCHIN DRIVE F/C CONFORM LINE (TYP.)

NEWARK BOULEVARD DALEWOOD

DRIVE DALEWOOD
DRIVE 37' 1.5' 1.5' 20'
110+00 STOP 420 2 WV WVBLUE
S S S 76+00 77+00 78+00 79+00 80+00
81+00

ROSE COURT

RUSCHIN DRIVE
F/C
CONFORM LINE (TYP.) 37'

1.5'

1.5'
20'
SLOW
SCHOOL
XING
MATCHLINE - STATION 81+00
CONFORM LINE - STATION 70+03 CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 13 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON RUSCHIN DRIVE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE:

MATCHLINE - STATION 75+50

SEE ABOVE
SEE SHEET 14
MATCHLINE - STATION 75+50
SEE BELOW SEE SHEET 17 RUSCHIN DR PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM (NEWARK BLVD TO 5673 MCDONALD AVE) FEB 2026 2026B13 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 2 420 D WV WV WVWVWV WV BLUE WV D S S S 81+00 82+00 83+00 84+00 85+00 86+00 XXY 140 SCHOOL
XING
XING
SCHOOL
SLOW
SLOW RUSCHIN DRIVE F/C CONFORM LINE (TYP.)

MCDONALD
AVENUE 20' 37' 1.5' 1.5' 410 2 D WV WVWV

WV WV S S
S
87+00
88+00
89+00
90+00
91+00
SLOW
SCHOOL

XINGXING SCHOOL SLOW
DRIVE

ROSEWOOD DRIVE
20'
37'

1.5'

1.5' F/C CONFORM LINE (TYP.) XXY 160
RUSCHIN DRIVE CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 14 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 MATCHLINE - STATION 81+00
SEE SHEET 13
MATCHLINE - STATION 86+50

SEE BELOW
MATCHLINE - STATION 86+50

SEE ABOVE
MATCHLINE - STATION 91+00
SEE SHEET 15 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON RUSCHIN DRIVE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE: RUSCHIN DR PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM (5673 MCDONALD AVE TO 36252 RUSHIN DR) FEB 2026 2026B14 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 STOP
STOP
2 130
1 STOP
22 50
20 XWW
XWY
530
20 XWW
1 STOP
50 22
25 XWW
110
2 WV WV
WV
WV
WV
S
S
S
91+00 92+00
93+00
94+00
95+00
96+00

LAFAYETTE

RUSCHIN DRIVE

MCLAUGHLIN
AVENUE
DRIVE

DALEWOOD
AVENUE 20' 37' 1.5' 1.5'
127+00
33' F/C CONFORM LINE (TYP.)
2 95
365
2 WVWV WV BLUE WVWV
S
S
S 96+00 97+00 98+00
99+00
100+00
101+00
DRIVE

MCLAUGHLIN
AVENUE 20' 37' 1.5' 1.5'
F/C
CONFORM LINE (TYP.) RUSCHIN DRIVE
107+00 CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 15 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40
MATCHLINE - STATION 91+00
SEE SHEET 14
MATCHLINE - STATION 95+60

SEE BELOW
MATCHLINE - STATION 95+60

SEE ABOVE
MATCHLINE - STATION 100+70
SEE SHEET 16 SEE SHEET 16 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON RUSCHIN DRIVE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE: SEE SHEET 18 RUSCHIN DR PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM (36252 RUSHIN DR TO 5815 HAFNER WY) FEB 2026 2026B15 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35

PARKSIDE
PLACE
4-3-26
2 185 2 140 22 STOPXWWXWY WV WV WV S 101+00 102+00 103+00 104+00 105+00 106+00 RUSCHIN DRIVE BIDDLE
HAFNER
AVENUE
WAY 18' 33' 1.5' 1.5' F/C CONFORM LINE (TYP.) S
STOP 22 50 STOP 1 XWW 20 XWY 180 106+00

MUSICK AVENUERUSCHIN DRIVE
95 WV

WV WV WV SS
97+00 98+00
20'

1.5'

1.5'
RUSCHIN DRIVE 107+00 108+00
CONFORM LINE - STATION 106+84 CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 16 OF 35 MC 2026B16 CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 FEB 2026 MATCHLINE - STATION 106+00
SEE ABOVE MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE
MATCHLINE - STATION 100+70
SEE SHEET 15
MATCHLINE - STATION 106+00
SEE BELOW 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON RUSCHIN DRIVE AND PARKSIDE PLACE. PROJECT NOTE:

CONFORM LINE - STATION 107+10
CONFORM LINE - STATION 108+24 SEE GENERAL NOTE #9 ON SHEET 2. RUSCHIN DR (5815 HAFNER WY TO MUSICK AVE) PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM PARKSIDE PL DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 PARKSIDE PLACE 4-3-26

WV BLUE WV WVWV S D D
140 2 WV
WV
WV D S
72+00
73+00
RUSCHIN DRIVEDALEWOOD DRIVE DALEWOOD DRIVE 110+00
STOP 111+00 112+00 113+00 114+00 115+00 18' 33' 1.5' 1.5' F/C CONFORM LINE (TYP.) ROSEWOOD DRIVE 22 50 STOP 1 XWW 25 WV BLUE WV S S D115+00 116+00 117+00 118+00 119+00 120+00 18' 33' 1.5' 1.5' DALEWOOD DRIVE DALEW F/C CONFORM LINE (TYP.)
MATCHLINE - STATION 120+50 CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 17 OF 35 MC 2026B17 CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 FEB 2026 MATCHLINE - STATION 115+00
SEE ABOVE PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM DALEWOOD DRIVE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 (RUSCHIN DR TO 36091 DALEWOOD DR) DESIGN ENGINEER'S STAMP AND SIGNATURE MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE CONFORMLINE - STATION 110+10
MATCHLINE - STATION 115+00
SEE BELOW 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON DALEWOOD DRIVE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE:

SEE SHEET 18
4-3-26
WV
BLUE
WV
S
S
S
120+00
121+00
122+00 123+00
124+00
125+00
126+00
130+00
WV
18'
33'

1.5'

DALEWOOD DRIVE
COURT
DALEWOOD F/C CONFORM LINE (TYP.)

CONFORM LIN
S
410 2
WV WV
S
S
91+00
92+00

DALEWOOD
DRIVE
20'
37'

1.5'

1.5'
126+00
127+00 18'1.5'

1.5'
33'
CONFORM LINE (TYP.)
CONFORM LINE (TYP.) F/C
ETTE A
WV
BLUE

WVWV WV
S
S
123+00
124+00 130+00 131+00

WV DALEWOOD COURT
F/C
CONFORM LINE (TYP.) CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 18 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40
MATCHLINE - STATION 125+75

SEE ABOVE
MATCHLINE - STATION 125+75
SEE BELOW 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON DALEWOOD DRIVE/COURT. SEE GENERAL NOTE #9 ON PROJECT NOTE:

MATCHLINE - STATION 120+50
SEE SHEET 17
CONFORM LINE - STATION 127+40
RUSCHIN DRIVE SEE BELOW SHEET 2.

CONFORM LINE - STATION 131+49
CONFORM LINE - STATION 130+10 PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM DALEWOOD DR (36091 DALEWOOD DR TO RUSCHIN DR) DALEWOOD CT DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B18 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 WV

BLUE S S

MCLAUGHLIN
AVENUE 140+00 141+00 142+00 143+00 33' REINA PLACE 1.5' 1.5' 18' F/C CONFORM LINE (TYP.) WV WV S S 143+00 144+00 REINA PLACE 145+00 S S WV WV BLUE BLUE BARNARD STREET CONFORM LINE (TYP.) F/C LAFAYETTE AVENUE 150+00 151+00 152+00 153+00 18' 33' 1.5' 1.5'

RADCLIFFE
AVENUE
180 XWY CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 19 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 MATCHLINE - STATION 143+50
SEE ABOVE MATCHLINE - STATION 143+50 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON REINA PL AND BARNARD ST. SEE GENERAL NOTE #9 ON PROJECT NOTE:

MATCHLINE - STATION 140+10 SHEET 2.

MATCHLINE - STATION 152+80 SEE BELOW LEFT
CONFORM LINE - STATION 145+23
CONFORM LINE - STATION 150+03
SEE SHEET 20 PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM REINA PL (MCLAUGHLIN AVE TO END) BARNARD ST (LAFAYETTE AVE TO RADCLIFFE AVE) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B19 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26

S WV WV BLUE BLUE BLUE
S
WV
WV
WV
BLUE 153+00 154+00 155+00
170+00
171+00
20'

1.5'
37'

1.5'
CONFORM LINE (TYP.)

RADCLIFFE
AVENUE 33' 1.5' 1.5' BARNARD STREET 18'
BELLHAVEN AVENUE 22 50
D
D
S
S
WV
WV

WV WV WVWV
BLUE
160+00 BLUE 161+00 162+00
163+00
164+00
165+00

CHRISTINE STREET
BELLHAVEN AVENUE 20' 1.5' 37' 1.5'

BELLHAVEN
PLACE
CONFORM LINE (TYP.) F/C
20'
174+00
BLUE CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 20 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON BELLHAVEN AVE, BELLHAVEN PL, AND BARNARD ST. PROJECT NOTE: SEE GENERAL NOTE #9 ON SHEET 2.

MATCHLINE - STATION 152+80
SEE SHEET 19
CONFORM LINE - STATION 155+82
AVENUE

BELLHAVEN
CONFORM LINE - STATION 160+10
MATCHLINE - STATION 165+25
SEE SHEET 21 MATCHLINE - STATION 174+70 SEE SHEET 21 PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM BANARD ST (RADCLIFFE AVE TO BELLHAVEN AVE) BELLHAVEN AVE (CHRISTINE ST TO 6147 BELLHAVEN AVE) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B20 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 D
D
D
S
S
S
S
S
WV WV
BLUE
165+00 166+00
167+00
168+00
169+00
PLACE

PEUGEOT
20'

1.5'
37'

1.5'
CONFORM LINE (TYP.) F/C
CONFORM LINE (TYP.)

BELLHAVEN AVENUE
BLUE
D
S
S
WV
WV
WV
BLUE
169+00 170+00
171+00
172+00
20'

1.5'
37'

1.5'
CONFORM LINE (TYP.) F/C
CONFORM LINE (TYP.) BELLHAVEN AVENUE
STOP 22 50 STOP 1XWW 270 WV 172+00 173+00
NEWARK BOULEVARDBELLHAVEN AVENUE CONFORM LINE (TYP.) F/C WV
WV
175+00
176+00
CONFORM LINE (TYP.)
F/C
PLACE
BELLHAVEN CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 21 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON BELLHAVEN AVE AND BELLHAVEN PL. SEE GENERAL PROJECT NOTE: NOTE #9 ON SHEET 2.

CONFORM LINE - STATION 173+57
CONFORM LINE - STATION 165+25
SEE SHEET 20
MATCHLINE - STATION 168+85

SEE BELOW
MATCHLINE - STATION 168+85

SEE ABOVE
MATCHLINE - STATION 172+20

SEE RIGHT
MATCHLINE - STATION 172+20

SEE LEFT
MATCHLINE - STATION 174+70 - SEE SHEET 20 CONFORMLINE - STATION 176+46 PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM BELLHAVEN AVE (6147 BELLHAVEN AVE TO NEWARK BLVD) BELLHAVEN PL DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B21 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35

BARNARD
STREET
4-3-26
S S 180+00 181+00 182+00
183+00
ORLEANS DRIVE 18' CLEREMONT DRIVE 33' 1.5' 1.5' F/C CONFORM LINE (TYP.) MONT DR WV BLUE S 183+00 184+00 185+00 F/C CONFORM LINE (TYP.) CLEREMONT DRIVE 18' 33' 1.5'

1.5'
S
185+00 186+00 187+00
188+00
F/C CONFORM LINE (TYP.)

CLEREMONT DRIVE
18' 33'

1.5'

1.5' WV 188+00 BLUE189+00
ORLEANS DRIVE F/C CONFORM LINE (TYP.) CLEREMONT DRIVE 18' 33' 1.5' 1.5' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 22 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON CLEREMONT DRIVE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE:

CONFORM LINE - STATION 189+21
CONFORM LINE - STATION 180+10
MATCHLINE - STATION 182+80

SEE RIGHT
MATCHLINE - STATION 185+00
SEE ABOVE MATCHLINE - STATION 188+00
MATCHLINE - STATION 188+00

SEE LEFT
MATCHLINE - STATION 185+00

SEE BELOW
MATCHLINE - STATION 182+80
SEE LEFT SEE RIGHT ADDITIVE ALTERNATE BID NO. 2 ADDITIVE ALTERNATE BID NO. 2 ADDITIVE ALTERNATE BID NO. 2 ADDITIVE ALTERNATE BID NO. 2 PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM CLEREMONT DRIVE (ORLEANS DR TO ORLEANS DR) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B22 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 S S
MIRABEAU DRIVE CURIE PLACE 190+00 191+00 F/C CONFORM LINE (TYP.)WV WV WV WV WV WV BLUE S D
STOP STOP 1 XXW 15 22 50 200+00
HALEY STREET 201+00 202+00 203+00

LA SALLE
DRIVE 20' 37' 1.5' 1.5' FOUNTAINE AVENUE F/C CONFORM LINE (TYP.)

LA SALLE
DRIVE

S WV WVWV BLUE
S
S
WVWV 203+00 204+00 205+00 206+00
207+00
208+00

TOULON PLACE
215+00 FOUNTAINE AVENUE CONFORM LINE (TYP.) F/C 20' 37' 1.5' 1.5' FOUNT
CONFORM LINE (TYP.

SCHOOL
SCHOOL CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 23 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON CURIE PLACE AND FOUNTAINE AVENUE. SEE GENERAL PROJECT NOTE:

CONFORM LINE - STATION 190+10
CONFORM LINE - STATION 191+41
MATCHLINE - STATION 203+00

SEE ABOVE
MATCHLINE - STATION 203+00

SEE BELOW
CONFORM LINE - STATION 200+10
MATCHLINE - STATION 208+60
SEE SHEET 24

CONCORD
STREET NOTE #9 ON SHEET 2. PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM CURIE PLACE FOUNTAINE AVE (HALEY ST TO 6589 FOUNTAINE AVE) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B23 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 ADDITIVE ALTERNATE BID NO. 2 ADDITIVE ALTERNATE BID NO. 3 ADDITIVE ALTERNATE BID NO. 3 4-3-26 WV WV
STOPSTOP 1 22 50 BLUE XWY 505 XWW 22 209+00 210+00
CHERRY STREET FOUNTAINE AVENUE CONFORM LINE (TYP.) F/C 20' 1.5' 37' 1.5' SCHOOL SCHOOL 1
XINGXING 1 S 207+00
208+00 216+00 215+00 217+00 33' 1.5' 1.5' 18' CONFORM LINE (TYP.) F/C WV BLUE BLUE WV WV S S 217+00 218+00 219+00 220+00 230+00 240+00

CONCORD
MONTCALM AVENUE CONFORM LINE (TYP.) F/C CONCORD STREET 33' 1.5' 1.5' 18' PLACE CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 24 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 PROJECT NOTE:

MATCHLINE - STATION 217+30

SEE ABOVE
MATCHLINE - STATION 217+30

SEE BELOW
MATCHLINE - STATION 208+60
SEE SHEET 23
CONFORM LINE - STATION 210+85
CONFORM LINE - STATION 215+10 CONCORD STREET FOUNTAINE AVENUE CONFORM LINE - STATION 240+15 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON CONCORD STREET AND FOUNTAINE AVENUE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM FOUNTAINE AVE (6589 FOUNTAINE AVE TO CHERRY ST) CONCORD ST (FOUNTAINE AVE TO MONTCALM AVE) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B24 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 ADDITIVE ALTERNATE BID NO. 3 ADDITIVE ALTERNATE BID NO. 3 ADDITIVE ALTERNATE BID NO. 3 4-3-26 BLUE
WV
WVWV
S S SD 250+00 251+00 252+00 253+00 254+00 255+00 256+00 CONFORM LINE (TYP.) F/C

BETTENCOURT STREET
DRIVE
18' 33'

1.5'

TREE BURNING
CRESTMONT AVENUE BLUE WV WV WV S 256+00 257+00 CRESTMONT AVENUE 258+00 CONFORM LINE (TYP.) F/C 33' 1.5' 1.5' 18' DRIVE

INVERNESS
CONFORM LINE - STATION 258+95 CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 25 OF 35 MC 2026B25 CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 FEB 2026 SEE ABOVE PROJECT NO. CIPA1000005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM CRESTMONT AVE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 (BETTENCOURT ST TO END) DESIGN ENGINEER'S STAMP AND SIGNATURE MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE CONFORMLINE - STATION 250+10
MATCHLINE - STATION 255+90
SEE BELOW 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON CRESTMONT AVENUE. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE:

MATCHLINE - STATION 255+90
4-3-26
EXCL.

WV BLUE WV BLUE WV WV S S S CONFORM LINE (TYP.) F/C EDITH STREET

MILANI AVENUE
ABBEY
COURT

SPENCER
COURT 18' 33' 1.5' 1.5' 260+00 261+00 262+00 263+00 264+00 265+00 S 273+00 WV
BLUE
CONFOR
F/C
16' 29'

1.5'

1.5'
280+00

CONFORM L

WV BLUE WVBLUE WV WV WV WVWV S S S SPENCER
COURT
ERVIN
COURT
CONFORM LINE (TYP.) F/C EDITH STREET

ST ISABEL AVENUE
ST. MARK
AVENUE 18' 33' 1.5' 1.5' 266+00 267+00 268+00 269+00 270+00 271+00 WVWV CONFORM LINE - STATION 271+55 CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 26 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 SEE ABOVE CONFORMLINE - STATION 260+10
MATCHLINE - STATION 265+45
SEE BELOW 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON EDITH STREET. SEE GENERAL NOTE #9 ON SHEET 2. PROJECT NOTE:

MATCHLINE - STATION 265+45 PROJECT NO. CIPA1000005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM EDITH ST (MILANI AVE TO ST. ISABEL AVE) MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE FEB 2026 2026B26 DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 SEE SHEET 27 SEE SHEET 27 HARLON
COURT
4-3-26
261+00
S
273+00 274+00 275+00 WV BLUE S S
WV
WV
CONFORM LINE (TYP.) 16' 29' 1.5' 1.5' F/C
WV
BLUE

WV SABBEY COURT
33'
263+00 264+00 F/C 280+00 281+00 282+00 D S WVWV 16' 29' 1.5' 1.5' CONFORM LINE (TYP.) CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 27 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 CONFORMLINE - STATION 273+10
CONFORM LINE - STATION 282+40 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE OF OVERHEAD UTILITY LINES ON HARLON CT AND ABBEY CT. SEE GENERAL NOTE #9 ON PROJECT NOTE: PROJECT NO. CIPA1000005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM HARLON CT ABBEY COURT MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE FEB 2026 2026B27 DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 CONFORM LINE - STATION 275+23
CONFORM LINE - STATION 280+10 HARLON COURT SHEET 2. 4-3-26 WV WV S D 290+00 291+00 292+00 293+00 294+00 295+00

ROBERTSON AVENUE

ARBUTUS
GERANIUM STREET 1.5' 37' 1.5' 20' CONFORM LINE (TYP.) F/C COURT F/C BLUE WV S 296+00 GERANIUM STREET

GERANIUM
COURT
CONFORM LINE (TYP.) F/C
297+00
37'
GERANIUM 297+00 298+00 GERANIUM S COURT CONFORM LINE (TYP.) F/C 1.5' 37' 1.5' 20' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 28 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 MATCHLINE - STATION 295+70

SEE BELOW
CONFORMLINE - STATION 290+10 MATCHLINE - STATION 295+70 SEE ABOVE ADDITIVE ALTERNATE BID NO. 1 ADDITIVE ALTERNATE BID NO. 1 MATCHLINE - STATION 297+00 SEE RIGHT MATCHLINE - STATION 297+00
SEE LEFT CONFORMLINE - STATION 298+78 ADDITIVE ALTERNATE BID NO. 1 PROJECT NO. CIPA1000005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM GERANIUM ST GERANIUM CT DESIGN ENGINEER'S STAMP AND SIGNATURE MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE FEB 2026 2026B28 THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 WV S D304+00 305+00
306+00 1.5' 33' 1.5'18' CONFORM LINE (TYP.) F/C BLUE ARALIA DRIVE STOP XWW 23 STOP 1 22 50 ARALIA DRIVE WV SD D BLUE CONFORM LINE (TYP.) F/C BLUE SMITH AVENUE 300+00 301+00 302+00 303+00
304+00 1.5' 33' 1.5' 18' XWW 23STOP22 50 STOP 1
SMITH AVENUE WV S BLUE CONFORM LINE (TYP.) F/C 307+00 308+00 309+00 1.5' 33' 1.5' ARALIA DRIVE 18' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 29 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 CONFORMLINE - STATION 300+10
CONFORMLINE - STATION 308+94
MATCHLINE - STATION 304+00 SEE BELOW LEFT
MATCHLINE - STATION 304+00

SEE ABOVE
MATCHLINE - STATION 306+40 SEE RIGHT
MATCHLINE - STATION 306+40
SEE LEFT MON PROJECT NO. CIPA1000005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM ARALIA DR (SMITH AVE TO SMITH AVE) MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE FEB 2026 2026B29 DESIGN ENGINEER'S STAMP AND SIGNATURE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26

WV WVWV
D
D
S
S
S
S BLUE BLUE BELLFLOWER DRIVE CONFORM LINE (TYP.) F/C
STOP XWW 23 STOP 1 22 50

SMITH AVENUE
WOODBINE 400+00 401+00 402+00 403+00 404+00 405+00
406+00
PLACE

CONFORM

1.5' 37' 1.5' 20'
WV
WV
WV WV
WV
S
S
S

BLUE DICHONDRA PLACE

WOODBINE
406+00
407+00
PLACE

BELLFLOWER DRIVE
CONFORM LINE (TYP.) F/C

BELLFLOWER DRIVE

1.5'
33'

1.5'
18' WV
S

SFPUC WV
WV
S BLUE 408+00
409+00
410+00
ROW
CONFORM LINE (TYP.) F/C

CONFORM LINE (TY

BELLFLOWER DRIVE

1.5' 33' 1.5'
18'
SFPUC
ROW CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 30 OF 35 MC 2026B30 CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 FEB 2026 PROJECT NO.CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM BELLFLOWER DR THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 (SMITH AVE TO 5840 BELLFLOWER DR) DESIGN ENGINEER'S STAMP AND SIGNATURE MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE CONFORMLINE - STATION 400+10 MATCHLINE - STATION 405+65

SEE ABOVE
MATCHLINE - STATION 405+65

SEE BELOW
MATCHLINE - STATION 407+60

SEE LEFT
MATCHLINE - STATION 410+35
SEE SHEET 31 MATCHLINE - STATION 407+60 SEE RIGHT PROJECT NOTE: 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTANCE OF OVERHEAD UTILITY LINES ON BELLFLOWER DRIVE. SEE GENERAL NOTES #9 ON SHEET 2. 4-3-26 WV
WV
WV
WV
S
S
410+00
411+00
412+00
413+00
419+00
420+00
CONFORM LINE (TYP.) F/C

1.5'

1.5'
33'

1.5'
18'
WV
WV WV
S
BLUE
413+00
414+00
415+00
421+00
CONFORM LINE (TYP.) F/C

CONFORM
WV WV
415+00
416+00
417+00
CONFORM LINE (TYP.) F/C

BELLFLOWER DRIVE

1.5' 33'

1.5'
18'
WV
WV WV
BLUE
BLUE
STOP
50 22
1 STOP
20 417+00
XWW
418+00

BIRCH STREET

BELLFLOWER DRIVE

1.5'

1.5' 33'

1.5'
18' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 31 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40
MATCHLINE - STATION 415+00

SEE ABOVE
MATCHLINE - STATION 415+00
MATCHLINE - STATION 410+35

SEE BELOW
SEE SHEET 30 MATCHLINE - STATION 413+00 SEE RIGHT
MATCHLINE - STATION 413+00
SEE LEFT MATCHLINE - STATION 417+00 SEE RIGHT
MATCHLINE - STATION 417+00

SEE LEFT
CONFORMLINE - STATION 418+74
SEE SHEET 32
SEE SHEET 32

CONFORM LINE
F/C

BELLFLOWER DRIVE
BELLFLOWER DRIVE PROJECT NOTE: 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTANCE OF OVERHEAD UTILITY LINES ON BELLFLOWER DRIVE. SEE GENERAL NOTES #9 ON SHEET 2. PROJECT NO.CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM BELLFLOWER DR (5840 BELLFLOWER DR TO BIRCH ST) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B31 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 WV

WV WVWV
S
S
412+00
413+00 419+00 420+00
CONFORM LINE (TYP.)

1.5'

WV WVWV WV
S
S
414+00
415+00 421+00 422+00
CONFORM LINE (TYP.) F/C
CONFOR
STOP STOP 1 22 50 XWW 20 BLUE

BLUE WVWV
S
S
WV
517+00
503+00 500+00 501+00 502+00
504+00

SMITH AVENUE
CONFORM LINE (TYP.) F/C

S ESCALLONIA DRIVE

1.5'
33'

1.5'
18' XWY 50 506+00
505+00
504+00

ESCALLONIA DRIVE
CONFORM LINE (TYP.) F/C

1.5' 33' 1.5' 18' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 32 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40
CONFORM LINE - STATION 419+00
SEE SHEET 31
CONFORM LINE - STATION 419+92
CONFORM LINE - STATION 421+00
SEE SHEET 31

CONFORM LINE
F/C

CONFORM LINE F/C
CONFORM LINE - STATION 500+10
SEE SHEET 34 MATCHLINE - STATION 504+00 SEE RIGHT BELLFLOWER DRIVE BELLFLOWER DRIVE MATCHLINE - STATION 504+00

SEE LEFT
MATCHLINE - STATION 506+00
SEE SHEET 33 PROJECT NOTE: 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTANCE OF OVERHEAD UTILITY LINES ON BELLFLOWER DRIVE AND ESCALLONIA DRIVE. SEE GENERAL NOTES #9 ON SHEET 2.

ESCALLONIA PROJECT NO.CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM BELLFLOWER DR (CUL-DE-SACS) ESCALLONIA DR (SMITH AVE TO 6294 ESCALLONIA DR) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B32 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 CONFORM LINE - STATION 422+18
COURT
4-3-26
BLUE BLUE WV WV WV S S 510+00 511+00 509+00 508+00 507+00 506+00 ESCALLONIA DRIVE CONFORM LINE (TYP.) F/C 1.5' 18' 1.5' 33' 1.5' 18' BLUE WV S 514+00
513+00 512+00 ESCALLONIA DRIVE CONFORM LINE (TYP.) F/C 1.5' 33'

1.5'
18'
STOP XWW 25 STOP 1 22 50BLUE S WV
SMITH AVENUE 516+00 515+00 514+00 F/C 1.5' 18' CONFORM LINE (TYP.) 1.5' 1.5' 33' 18' CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 33 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 MATCHLINE - STATION 506+00
SEE SHEET 32
MATCHLINE - STATION 511+55

SEE SHEET BELOW
MATCHLINE - STATION 511+55
SEE SHEET ABOVE MATCHLINE - STATION 513+80 SEE RIGHT MATCHLINE - STATION 513+80 SEE LEFT CONFORM LINE - STATION 500+10 MANZANITA STREET PROJECT NOTE: 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTANCE OF OVERHEAD UTILITY LINES ON ESCALLONIA DRIVE AND MANZANITA STREET. SEE GENERAL NOTES #9 ON SHEET 2. PROJECT NO.CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM BELLFLOWER DR (6294 ESCALLONIA DR TO 38331 MANZANITA ST) DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B33 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE MANZANITA ST (38331 MANZANITA ST TO SMITH AVE) THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 BLUE
WVWVS WV WVWV S 517+00 518+00 519+00 520+00 503+00
504+00

ESCALLONIA DRIVE CONFORM L

1.5'
18' ESCALLONIA COURT CONFORM LINE (TYP.) F/C 1.5' 33' 1.5'18' BLUE CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 34 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET SCALE: 1" = 40' 0 10 30 20 40 PROJECT NOTE: 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTANCE OF OVERHEAD UTILITY LINES ON ESCALLONIA COURT. SEE GENERAL NOTES #9 ON SHEET 2.

CONFORM LINE - STATION 517+10
CONFORM LINE - STATION 520+31 PROJECT NO.CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM ESCALLONIA CT DESIGN ENGINEER'S STAMP AND SIGNATURE FEB 2026 2026B34 MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26 concrete pavement. or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. from sand sealing into gutters, storm drains,
Comply with City Ordinances for recycling construction materials, wood, gyp board, pipe, etc.

Runoff from streets and other paved areas is a major source of pollution and damage to creeks and the SanFrancisco Bay. Construction activities can directly affect the health of creeks and the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and localcreeks. Following these guidelines and the project specifications will ensure your compliance with City of Newark requirements.

Storm drain polluters may be liable for fines of $10,000 or more per day! Make sure your crews and subs do the job right!
Clean Bay Blue Printáááá ááá áááá á ááá áá áá ááá áááá áááááááááááá what should be done, and manage disposal of cntaminated soil according to their instructions. underground tanks or pipes, or buried debris), call the Engineer for help in determining If you suspect contamination (from site history, discoloration, odor, texture, abandoned fiber rolls down-slope until soil is secure. growing grasses as soon as possible. Place erosion control fabric, or seed with fast- prevent erosion by securing the soil with If you disturb a slope during construction, existing vegetation whenever possible. erosion control. Minimize disturbance to Mature vegetation is the best form of Public Works Inspector in the Field. by permit and as approved by the City are only allowed during dry weather Earth moving activities Do not use water to wash down fresh asphalt Do not sweep or wash down excess sand with sand/gravel bags, or earthen berms. Protect gutters, ditches, and drainage courses slurry seal, or fog seal. when paving or applying seal coat, tack coat, Always cover storm drain inlets and manholes If saw cut slurry enters a catch basin, clean it up immediately. are finished in one location or at the end of each work day (whichever is sooner!). Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you Use plastic sheeting (Visqueen) to keep slurry out of the storm drain system. Always completely cover and barricade storm drain inlets when saw cutting. Saw cutting Paving/asphalt work off the site. Use fiber rolls, silt fences, or other control measures to minimize the flow of silt Transfer to dump trucks should take place on the site, not in the street. Keep excavated soil on the site where it will not collect in the street. Earthwork & contaminated soils Contaminated groundwater must be treated or hauled off-site for proper disposal. Consult with the Engineer to determine what testing is required and how to interpret results. In areas of known contamination, testing is required prior to reuse or discharge of groundwater. or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. Be sure to notify and obtain approval from the Engineer before discharging water to a street, gutter, extent possible. or another on-site purpose to the greatest Reuse water for dust control, irrigation, Dewatering operations steam cleaning equipment, etc. on-site using soaps, solvents, degreasers, Do not clean vehicles or equipment storm drains, or creeks. rinse water to run into gutters, streets, bermed area that will not allow on site, clean with water only in a If you must clean vehicles or equipment is big enough to prevent runoff. in a bermed area or over a drip pan that Fuel and maintain vehicles on site only promptly. until repairs are made; repair leaks frequently. Use drip pans to catch leaks Inspect vehicles and equipment for leaks maintenance & cleaning Vehicle and equipment Report any hazardous materials spills immediately! Dial 911. Never wash spilled material into a gutter, street, storm drain, or creek! to prevent leaks and spills from reaching the gutter, street, or storm drain. When spills or leaks occur, contain them immediately and be particularly careful the construction site at all times. Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at Spill prevention and control Be sure to arrange for appropriate disposal of all hazardous wastes. rain is forecasted within 24 hours. careful not to use more than necessary. Do not apply chemicals outdoors when Follow manufacturer's application instructions for hazardous materials and be Store hazardous materials and wastes in water tight containers, store in and federal regulations. thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state, Label all hazardous materials and hazardous wastes (such as pesticides, paints, Hazardous materials management Repair or replace leaking dumpsters promptly. Check dumpsters regularly for leaks and to make sure they are not overfilled. Recycle all asphalt, concrete, and aggregate base material from demolition activities. work areas with water! Sweep or vacuum streets and other paved areas daily. Do not wash down streets or Use (but don't overuse) reclaimed water for dust control as needed. catch basins. All construction material must be covered with a tarp and contained Sand, dirt, and similar materials must be stored at least 10 feet (3 meters) from Non-hazardous materials management Materials storage & spill cleanup á hazardous waste. Dispose of oil-based paint sludge and unusable thinner as Filter paint thinners and solvents for reuse whenever possible. Paint out excess oil-based rollers, or containers in a sink. paint before rinsing brushes, Paint out excess water-based materials in a gutter or street! Never rinse paint brushes or Painting disposal off site. remove it for appropriate aggregate concrete and from washing exposed Collect the wash water or onto the surrounding areas. areas that will not allow discharge of wash water onto the underlying soil Wash out concrete equipment/trucks off-site or into contained washout storm drain. and away from drainage areas. These materials must never reach a Store concrete, grout, and mortar under cover, on pallets, storage & waste disposal Concrete, grout, and mortar For references and more detailed information: www.cleanwaterprogram.org www.cabmphandbooks.com á á Dispose of all containment and cleanup materials properly. ááto prevent further tracking. Sweep or vacuum any street tracking immediately and secure sediment source entrances and exits to sufficiently control erosion and sediment discharges from site Establish and maintain effective perimeter controls and stabilize all construction Construction Entrances and Perimeter and tracking off site. or during wet weather or when rain is forecasted. appropriate secondary containment, and cover them at the end of every work day Cover all dumpsters with a tarp at the end of every work day or during wet weather. áwith a perimeter control during wet weather or when rain is forecasted or when not actively being used within 14 days. áthe site. Run-on from off site shall be directed within the site, and all runoff that discharges from Effectively manage all run-on, all runoff away from all disturbed areas or shall collectively be in compliance. ááwithin 2 days of forecasted rain and during wet weather. Discontinue the application of any erodible landscape material rain is forecasted or when not actively being used within 14 days. materials (mulch, compost, fertilizers, etc.) during wet weather or when Contain, cover, and store on pallets all stockpiled landscape Landscape Materials paint before cleaning brushes in thinner. CITY OF NEWARK STREET IMPROVEMENTDESIGNED DRAWN REVIEWED REVIEWED DATE SHEET 35 OF 35 MC CITY DRAWING NO. MC PLANS HAVE BEEN FORMATTED TO PRINT FULL SIZE ON 11"X17" SHEET CLEAN BAY BLUE PRINT PROJECT NO. CIPA10005.FY2026 FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM DESIGN ENGINEER'S STAMP AND SIGNATURE MIKI TSUBOTA CITY ENGINEER P. E. 61648 DATE FEB 2026 2026B35 THIS PLAN SET INCLUDES DRAWINGS 2026B01 THROUGH 2026B35 4-3-26

CITY OF NEWARK

PUBLIC WORKS

NOTICE TO CONTRACTORS

SPECIFICATIONS

PROPOSAL AND CONTRACT
FOR
FY2026 ANNUAL ASPHALT

CONCRETE STREET OVERLAY
PROGRAM (PHASE 1)
Project No. CIPA10005.FY2026
Bid Opening: 11:00 a.m., Tuesday, April 28, 2026
For use in conjunction with the State of California,
Department of Transportation Standard Specifications and Standard Details dated May 2006; Equipment Rental Rates and Labor Surcharge Rates
________________________
Miki Tsubota, P.E. 61648
37101 Newark Boulevard, Newark, California

NOTICE TO CONTRACTORS
FY2026 ANNUAL ASPHALT CONCRETE STREET OVERLAY PROGRAM
PROJECT NO. CIPA10005.FY2026
The City Council of the City of Newark invites sealed bids for the construction of public improvements for the FY2026 Annual Asphalt Concrete Street Overlay Program, Project No.

CIPA10005.FY2026, City of Newark, Alameda County, California.

Bids shall be enclosed in a sealed opaque envelope. The envelope shall be sealed and clearly marked on its face with the Bidder’s name, address and the notation “SEALED BID ENCLOSED, CITY OF NEWARK” with an identification of the PROJECT NAME, PROJECT NUMBER and BID DATE as identified on this Notice to Bidders. If the bid is sent by mail, the sealed bid envelope shall be enclosed in a separate mailing envelope/box. The mailing envelope/box shall also be clearly marked on its face with the notation “SEALED BID ENCLOSED, CITY OF NEWARK” with an identification of the PROJECT NAME, PROJECT NUMBER and BID DATE as identified on this Notice to Bidders.

Sealed bids must be delivered to the City Clerk of the City of Newark at 37101 Newark Boulevard, Second Floor Administration Office, Newark, California 94560, before 11:00 a.m. on Tuesday, April 28, 2026. The bid opening will be held using a hybrid format. At that time, all bids will be publicly opened, examined, and declared in the City Council Chambers at the City of Newark David W. Smith City Hall, 37101 Newark Boulevard, First Floor.

To attend the bid opening by web browser, please use the Zoom link below for video and audio:

From a PC, Mac, iPad, iPhone or Android device:
https://us06web.zoom.us/j/86499525031?pwd=tczVf7LbhKrAQeStNJeDGXrYGvOaeM.1 Webinar ID: 845 7248 9853, Passcode: 384706 (to supplement a device without audio, or to just call in, please also join by phone: US: +1-669-900-6833.

City of Newark David W. Smith City Hall is currently open during limited hours only, Monday through Thursday and every other Friday, 8:00 a.m. to 2:00 p.m. The City will continue to comply with the Centers for Disease Control and Prevention (CDC), Occupational Safety and Health Administration (OSHA), and local health agencies to provide a safe workplace for City staff and customers. In the event a new or updated COVID-19 Health Order is issued preventing the delivery or opening of bids as prescribed above in this Notice To Contractors, alternative provisions will be made for bid submittals at the same time and location. Any such provisions will be made available to all plan holders with an Addendum.

The improvements are generally described as follows:

Asphalt concrete overlay and patch paving on various streets within the City of Newark.

The scope of work includes traffic control, asphalt concrete roadway surface wedge/conform/full width grinding, localized full depth asphalt concrete patch paving of various depths, grading, placement of asphalt concrete, installation of temporary pavement delineation, replacing and/or adjusting existing utility/City monument frames and covers to finished grade, application of thermoplastic traffic striping and pavement legends, replacing and installing traffic signal loops and installing handholes, and other related items of work as needed to complete the public works improvements.

The Bidder, in the preparation of the bid, needs to consider the cost of disposal of the excavated material in the event the removed asphalt concrete includes previously placed pavement reinforcing fabric and may not be accepted at asphalt concrete production plants for recycling.

Plans and Specifications for the work may be obtained in electronic (PDF) format from the City of Newark Public Works Department, free of charge, via e-mail delivery by calling Ms. Helen Gordon at (510) 578-4452 or by e-mail to [email protected].

Information regarding obtaining Plans and Specifications or a list of plan holders is available by calling Ms. Helen Gordon at (510) 578-4452 or by e-mail to [email protected].

All technical questions should be directed to Mr. Michael Carmen, Assistant Engineer, at (510) 578-4320 or by E-mail to [email protected].

No pre-bid meeting is scheduled for this project. However, Bidders are strongly urged to visit the job site before submitting bids. Submission of a bid shall be considered as an acknowledgement of site investigation.

The Contractor shall possess a Class A California Contractors license at the time bids are opened.

The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (Public Contract Code § 10164).

The successful bidder shall furnish a Performance Bond and a Payment Bond. Items of work in conjunction with this project are included in the proposal. Bids are required for the entire work described herein.

The City of Newark reserves the right to reject any or all bids, and to waive any minor informalities, irregularities and/or bid non-responsiveness that does not influence the competitive nature of the bid. This project has Additive Alternate Bids which may or may not be included in any contract to be awarded.

Additive Alternate Bid No. 1 for the work on Geranium Street and Geranium Court, Additive Alternate Bid No. 2 for work on Cleremont Drive and Cuire Place, and Additive Alternate Bid No. 3 for work on Concord Street and Fountaine Avenue will be considered in determining the basis of the lowest bid. Additive Alternate Bid Nos. 4 and No. 5 for work on behalf of the Alameda County Water District (ACWD) and Union Sanitary District (USD) respectively will not be considered in determining the basis of the lowest bid. The City Council will award the project, if it is awarded, to the lowest responsible Bidder as determined by the Total Base Bid plus Additive Alternate Bid No. 1, 2, and 3.

The City of Newark hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business and women owned business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, religious creed, color, national origin, ancestry,

TABLE OF CONTENTS
NOTICE TO CONTRACTORS.................................................................................... N/A SECTION 1. SPECIFICATIONS AND PLANS ............................................................. 1 1-1 STANDARD SPECIFICATIONS .............................................................. 1 1-2 DEFINITIONS.......................................................................................... 2 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS............................... 3 2-1.01 GENERAL................................................................................................ 3 2-1.02 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS................ 3 2-1.03 REQUIRED STATEMENT OF BIDDER’S FINANCIAL RESPONSIBILTY, TECHNICAL ABILITY, AND EXPERIENCE.............................................. 3 2-1.04 BID PROTEST......................................................................................... 4 SECTION 3. AWARD AND EXECUTION OF CONTRACT........................................... 5 3-1.01 GENERAL................................................................................................. 5 3-1.02 AWARD OF CONTRACT.......................................................................... 5 3-1.03 BONDS AND BUSINESS LICENSE......................................................... 5 SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES................................................................................................. 7 SECTION 5. GENERAL ................................................................................................ 8 5-1.01 PREVAILING WAGE ................................................................................ 8 5-1.02 EXTRA WORK.......................................................................................... 8 5-1.03 ARBITRATION.......................................................................................... 8 5-1.04 SOUND CONTROL REQUIREMENTS...................................................... 9 5-1.05 PROJECT APPEARANCE........................................................................ 9 5-1.06 INSURANCE............................................................................................. 9 5-1.07 INSPECTION........................................................................................... 14 5-1.08 PUBLIC CONVENIENCE........................................................................ 15 5-1.09 UNDERGROUND SERVICE ALERT...................................................... 15 5-1.10 PUBLIC SAFETY.................................................................................... 15 5-1.11 HIGHWAY CONSTRUCTION EQUIPMENT........................................... 15 5-1.12 HOURS OF OPERATION....................................................................... 15 5-1.13 PAYMENTS............................................................................................. 15 5-1.14 GUARANTY............................................................................................. 16 5-1.15 SURFACE MINING AND RECLAMATION ACT ..................................... 16 5-1.16 (BLANK).................................................................................................. 16 5-1.17 SAFETY AND HEALTH PROVISIONS. …………………………………….16
SECTION 6. (BLANK) ................................................................................................. 17 SECTION 7. (BLANK) ................................................................................................. 17 SECTION 8. MATERIALS........................................................................................... 18 8-1.01 GENERAL............................................................................................... 18 8-1.02 CERTIFICATES OF COMPLIANCE ....................................................... 18 SECTION 9. DESCRIPTION OF WORK..................................................................... 18 9-1.01 GENERAL............................................................................................... 18 9-1.02 DRAWINGS............................................................................................ 18 SECTION 10. CONSTRUCTION DETAILS................................................................. 20 10-1.01 ORDER OF WORK................................................................................. 20 10-1.02 LOCATION OF WORK ........................................................................... 23 10-1.03 CONSTRUCTION AREA SIGNS............................................................ 23 10-1.04 MAINTAINING TRAFFIC AND TRAFFIC CONTROL ............................. 25 10-1.05 OBSTRUCTIONS ................................................................................... 29 10-1.06 COOPERATION ...................................................................................... 30 10-1.07 DUST CONTROL ................................................................................... 31 10-1.08 EXISTING HIGHWAY FACILITIES......................................................... 32 10-1.09 WATERING ............................................................................................ 36

10.1.10 SURVEY STAKING ................................................................................. 37

10.1.11 ASPHALT CONCRETE GRINDING ........................................................ 37

10.1.12 PATCH PAVING...................................................................................... 41 10-1.13 TRAFFIC SIGNAL LOOP REPLACEMENT............................................. 46 10-1.14 (BLANK)................................................................................................... 49 10-1.15 ASPHALT CONCRETE ........................................................................... 49 10-1.16 RECLAIMED ASPHALT PAVEMENT..................................................... 55 10-1.17 CONFORMING TO EXISTING IMPROVEMENTS ................................. 55

10.1.18 TEMPORARY PAVEMENT DELINEATION............................................. 56

10.1.19 (BLANK)................................................................................................... 56

10.1.20 PAVEMENT MARKERS, TRAFFIC STRIPING, AND LEGENDS............ 56

10.1.21 WATER POLLUTION CONTROL ............................................................ 58

10.1.22 CONSTRUCTION AND DEMOLITION DEBRIS MANAGEMENT ........... 63

10.1.23 FINAL CLEANUP..................................................................................... 65 MAPS AND DETAILS ................................................................................................... 66 TRUCK ROUTE MAP .............................................................................................. 67 RESIDENTIAL GARBAGE PICK-UP SCHEDULE MAP.......................................... 68 NO PARKING SIGN................................................................................................. 69 CITY OF NEWARK STANDARD DETAILS ............................................................. 70 TRAFFIC SIGNAL PLAN (CEDAR BLVD AT EDGEWATER DR) ........................... 72

PAVEMENT MARKERS, TRAFFIC LANES AND PAVEMENT MARKINGS
DETAILS.................................................................................................................. 73 ALAMEDA COUNTY WATER DISTRICT SPECIFICATIONS AND DETAILS......... 83 UNION SANITARY DISTRICT DETAILS................................................................. 88 PROPOSAL TO THE CITY OF NEWARK..................................................................... 90 UNIT PRICE SCHEDULE ............................................................................................. 91 CERTIFICATIONS AND SIGNATURES........................................................................ 95 CERTIFICATIONS - GENERAL............................................................................... 95 MINOR INFORMALITIES ........................................................................................ 95 PROPOSAL FORM.................................................................................................. 95 BIDDER’S GUARANTEE......................................................................................... 95 ADDENDA ............................................................................................................... 95 ADDITIONAL FORMS REQUIRED.......................................................................... 95 TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT, AND SUSPENSION CERTIFICATION............................................................................. 96 NON-COLLUSION DECLARATION......................................................................... 97 LICENSE INFORMATION ....................................................................................... 97 LIST OF SUBCONTRACTORS ............................................................................... 97 BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY, TECHNICAL ABILITY, AND EXPERIENCE.................................................................................. 99 SIGNATURE BLOCK............................................................................................. 100 BIDDER’S BOND ........................................................................................................ 101 AGREEMENT (PUBLIC WORKS CONTRACT).......................................................... 103 PERFORMANCE BOND............................................................................................. 106 PAYMENT BOND........................................................................................................ 108 GUARANTY ................................................................................................................ 110 WASTE MANAGEMENT PLAN .................................................................................. 112

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 SECTION 1. SPECIFICATIONS AND PLANS
1-1 STANDARD SPECIFICATIONS
The work embraced herein shall be done in accordance with the Standard Specifications dated May 2006 and the Standard Plans dated May 2006 of the State of California, Department of Transportation. In case of conflict between the State of California Standard Specifications and these Specifications, these Specifications shall take precedence over and be used in lieu of such conflicting portions.

An item not covered in these Specifications shall be performed in accordance with the appropriate section of the Standard Specifications.

Whenever, in the Standard Specifications, the following terms are used they shall be understood to mean and refer to the following:

Department of Transportation, Department - Public Works Department, City of Newark.

Director of Transportation - Public Works Director.

Engineer - The City Engineer, acting either directly or through properly authorized agents such agents acting within the scope of the particular duties entrusted to them.

Laboratory - The designated laboratory authorized by the City of Newark to test materials and work involved in the contract.

State - The City of Newark, California.

Office of Administration Hearings - The City Council of the City of Newark, Alameda County, California.

Transportation Building Sacramento - City Administration Building; City of Newark, Alameda County, California.

State Highway Engineer - City Engineer of the City of Newark, Alameda County, California.

Standard Specifications - The May 2006 edition of the Standard Specifications of the State of California, Department of Transportation. Any reference therein to the State of California or a State Agency, office or officer shall be interpreted to refer to the City or its corresponding agency, office or officer acting under this contract.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 1-2 DEFINITIONS
Wherever in these Specifications and other contract documents the following terms, or pronouns in place of them are used, the intent and meaning shall be interpreted as follows:

A. Engineer – “Engineer” means City Engineer of the City of Newark, California, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them.

B. City - The word “City” as used herein means the City of Newark, Alameda County, California.

C. City Council – “City Council” means the City Council of the City of Newark, Alameda County, California.

D. Contractor - The person or persons, firm, partnership, corporation, or combination thereof, private or municipal, who have entered into a contract with the City of Newark as party or parties of the second part or their legal representatives.

E. Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a Proposal for the work contemplated, acting directly or through a duly authorized representative.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
2-1.01 GENERAL
The Bidder’s attention is directed to the provisions in Section 2, “Proposal Requirements and Conditions,” of the Standard Specifications and these Specifications for the requirements and conditions which must be observed in the preparation of the proposal form and the submission of the bid. All signatures on the proposal shall be properly notarized.

The form of the Bidder’s Bond mentioned in the last paragraph in Section 2-1.07, “Proposal Guaranty,” of the Standard Specifications will be found included with the Proposal.

In accordance with Public Contract Code Section 7106, a Non-collusion Declaration is included in the Proposal. Signing the proposal shall also constitute signature of the Non-collusion Declaration.
2-1.02 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS
Each proposal shall have listed therein the name and address of each subcontractor to whom the Bidder proposes to subcontract portions of the work in the amount of one-half of one percent of his/her total bid or $10,000 whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code.

The Bidder’s attention is invited to other provisions of said Act related to the impositions of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions.

All Bidders are hereby notified that the successful Bidder will be required to perform not less than fifty percent (50%) of the Work with the successful Bidder’s own organization. A failure of the Bid to establish compliance with this requirement may render the bid non-responsive, or it may result in a determination of Bidder non-responsibility based on a failure to demonstrate adequate resources available to perform the Work.

A form for listing subcontractors entitled “List of Subcontractors,” as required herein, is included in the Proposal and shall be completed pursuant to the instructions thereon. The Bidder’s attention is also directed to Section 8-1.01 “Subcontracting” of the Standard Specifications regarding minimum performance of work by the Bidder’s own forces. 2-1.03 REQUIRED STATEMENT OF BIDDER’S FINANCIAL RESPONSIBILITY,

TECHNICAL ABILITY, AND EXPERIENCE
Each proposal shall have listed therein a statement from the Bidder regarding successfully completed projects of a similar character to that included in the proposed contract. The statement shall include a brief description, approximate cost, and applicable references associated with each project listed, and sufficient in detail to enable the City Council to judge the responsibility, experience, skill, and business standing of the Bidder.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 A sheet for the statement required herein entitled “Bidder’s Statement of Financial Responsibility, Technical Ability, and Experience” is included in the Proposal and shall be completed pursuant to the instructions thereon.
2-1.04 BID PROTEST
Any protest of the proposed award of contract to the Bidder deemed the lowest responsible Bidder must be submitted in writing to the City’s Public Works Department located at 37101 Newark Boulevard no later than 5:00 PM of the third (3rd) business day following the date of the Bid Opening. All protests shall comply with the following procedures:

1. The bid protest must be accompanied by a non-refundable bid protest filing fee in the amount of one hundred dollars ($100.00) in the form of a cashier’s check or certified check made out to “City of Newark.” A protest that is submitted without this filing fee will be returned without further action or consideration.

2. The protest must contain a complete statement of the basis for the protest and must be notarized and signed under penalty of perjury. Any protest submitted without such declaration under penalty of perjury will be rejected without further action.

3. The protest must state the facts and refer to the specific portion of the document(s) or the specific statute that forms the basis for the protest.

4. The protest must include the name, address, and telephone number of the person representing the protesting party, and the address to which notices should be directed.

5. The party filing the protest must concurrently transmit a copy of the initial protest to the Bidder deemed the lowest Bidder.

6. The party filing the protest must have submitted a bid for the Project. A subcontractor of a party filing a bid for the Project may not submit a bid protest. A party may not rely on the bid protest submitted by another Bidder, but must pursue its own protest in a timely manner as set forth herein.

7. The procedure and time limits set forth in this Section are mandatory and are the Bidders’ sole and exclusive remedy in the event of a Bid Protest. The Bidder’s failure to fully comply with these procedures shall constitute a waiver of any right to further pursue a Bid Protest, including filing of a challenge of the award pursuant to the California Public Contract Code, filing of a claim pursuant to the California Government Code, or filing of any other legal proceedings.

8. The City shall review all timely protests prior to formal award of the Contract. The City shall not be required to hold an administrative hearing to consider any timely protests, but may do so at its option. At the time of the City Council’s consideration of the award of the Contract, the City Council shall consider the merits of any timely protests. The City Council may either reject the protest and award to the lowest responsible Bidder or accept the protest and award the bid to the next lowest responsible Bidder.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026

9. Nothing in this section shall be construed as a waiver of the City Council’s right to reject all bids.

SECTION 3. AWARD AND EXECUTION OF CONTRACT
3-1.01 GENERAL
The Bidder’s attention is directed to the provisions in Section 3, “Award and Execution of Contract,” of the Standard Specifications and these Specifications for information regarding award and execution of the contract.
3-1.02 AWARD OF CONTRACT
The award of contract, if it is awarded, will be to the lowest responsible Bidder whose proposal complies with all the requirements prescribed and as determined by the Total Base Bid plus Additive Alternate Bid Nos. 1, 2, and 3. Pursuant to Section 20103.8 of the Public Contract Code, the City reserves the right to add any or all of the Additive Alternate Bids after the lowest responsible Bidder has been determined. The addition of any of the Additive Alternate Bids does not change the basis by which the project will be awarded. The Bidder must complete all Additive Alternate Bids in full on the Unit Price Schedule contained in the Proposal attached hereto for the bid to be considered.

This project has Additive Alternate Bids including work on Geranium Street and Geranium Court (Additive Alternate Bid No. 1), Cleremont Drive and Curie Place (Additive Alternate Bid No. 2), Concord Street and Fountaine Avenue (Additive Alternate Bid No. 3), and work on behalf of the Alameda County Water District (ACWD) (Additive Alternate Bid No. 4) and Union Sanitary District (USD) (Additive Alternate Bid No. 5). Additive Alternate Bid Nos. 1, 2, and 3 will be considered in determining the lowest responsible Bidder. Additive Alternate Bids work may or may not be included in any contract to be awarded. Additive Alternate Bids No.4 and No. 5 for ACWD and USD respectively will not be considered in determining the basis of the lowest responsible Bidder.

The City of Newark reserves the right to reject any and all proposals and to waive any minor informalities, irregularities and/or bid non-responsiveness that does not influence the competitive nature of the bid.
3-1.03 BONDS AND BUSINESS LICENSE
The Contractor shall provide, at the time of the execution of the contract for the work, and at his/her own expense, separate Performance and Payment Bonds in the following amounts:

1. A Performance Bond in the amount of one hundred (100%) percent of the contract price.

2. A Payment Bond in the amount of one-hundred (100%) percent of the contract price.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Sureties on each of the above bonds shall be acceptable to the City Attorney.

The low Bidder and all subcontractors shall submit a copy of a receipt or other evidence showing payment of the current City of Newark business license fee.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION AND

LIQUIDATED DAMAGES
Attention is directed to the provisions in Section 8-1.03, “Beginning of Work,” Section 8-1.06, “Time of Completion,” and Section 8-1.07, “Liquidated Damages,” of the Standard Specifications and these Specifications.

The Contractor shall begin work within 14 calendar days after the date of the Notice to Proceed and shall diligently prosecute the work to completion before the expiration of:
70 WORKING DAYS (BASE BID)
5 ADDITIONAL WORKING DAYS (ADDITIVE ALTERNATE BID No. 1) 5 ADDITIONAL WORKING DAYS (ADDITIVE ALTERNATE BID No. 2) 5 ADDITIONAL WORKING DAYS (ADDITIVE ALTERNATE BID No. 3) 20 ADDITIONAL WORKING DAYS (ADDITIVE ALTERNATE BID No. 4) 20 ADDITIONAL WORKING DAYS (ADDITIVE ALTERNATE BID No. 5) after the first day of work.

The Contractor shall not perform any work on legal holidays and on closed Fridays as noted in Section 5-1.07, “Inspection,” of these Specifications.

The Contractor shall pay to the City the sum of $6,000.00 per day, for each and every working day’s delay in finishing the work in excess of the number of working days prescribed above.

It is the City’s intent to award the contract for this work on Thursday, May 28, 2026.

PRE-CONSTRUCTION CONFERENCE
Prior to issuance of the Notice to Proceed, a pre-construction conference will be held at the office of the Engineer for the City of Newark for the purpose of discussing with the Contractor the scope of work, contract drawings, Specifications, existing conditions, materials to be ordered, equipment to be used, and all essential matters pertaining to the prosecution of and the satisfactory completion of the project as required. The Contractor’s representative at this conference shall include all major superintendents for the work and may include major subcontractors.

ARCHAEOLOGICAL DISCOVERIES
All articles of archaeological interest which may be uncovered by the Contractor during the progress of the work shall be reported immediately to the Engineer. The further operations of the Contractor with respect to the find will be decided under the direction of the Engineer.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 SECTION 5. GENERAL
5-1.01 PREVAILING WAGE
Attention is directed to Section 7-1.01A(2), “Prevailing Wage,” of the Standard Specifications.

The wage rates are determined and published by the Director of Industrial Relations for the county in which the work is to be done. If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this contract in the same manner as if it had been published in said publication. If the predetermined wage rate refers to one or more additional expiration dates occurring during the life of this contract, such successive predetermined wage rates shall apply to this contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rates expires during the life of this contract, such wage rates shall apply to the balance of the contract.

The Contractor and subcontractors shall be required to pay the general prevailing rates of wages to all workers in the execution of this contract.

As of July 1, 2014, all Contractors bidding on this project are required to register with the Department of Industrial Relations (DIR) and to pay the required annual fee. Under California Labor Code section 1771.1, as amended by SB 854, unless registered with the DIR, a Contractor may not bid or be listed as a Subcontractor, for any bid proposal submitted for public works projects on or after March 1, 2015. The Contractors will be required to submit certified payrolls during the course of the project. This project is subject to compliance enforcement and monitoring by the State of California Department of Industrial Relations. 5-1.02 EXTRA WORK
Section 4-1.03D, “Extra Work,” of the Standard Specifications is amended by adding the following between the second and third paragraphs:

If, in the opinion of the Engineer, such work cannot be reasonably performed concurrently with other items of work, and if a controlling item of work is delayed thereby, an adjustment of contract time will be made.
5-1.03 ARBITRATION
Section 9-1.10, “Arbitration,” of the Standard Specifications is hereby amended by requiring that claims which aggregate in excess of $25,000.00 shall be resolved by litigation in a court of competent jurisdiction in lieu of arbitration subject to the provisions of Section 20104 of the Public Contract Code. Arbitration in such cases may be used only if the City and the Contractor agree, in writing, after the claim has arisen, to waive the requirement for litigation in lieu of arbitration.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 5-1.04 SOUND CONTROL REQUIREMENTS
Sound control shall conform to the provisions in Section 7-1.01I, “Sound Control Requirements,” of the Standard Specifications and these Specifications.

The noise level from the Contractor’s operations shall not exceed 70 dBA at a distance of 50'. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, milling/grinding equipment, air compressor, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

COMPENSATION
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed.
5-1.05 PROJECT APPEARANCE
The Contractor shall maintain a neat appearance to the work. The Contractor shall maintain the work site in as clean and free of rubbish condition as feasible. The Contractor shall keep its haul roads free from dirt, rubbish, and unnecessary obstructions resulting from its operations. All excess and unsuitable material resulting from the Contractor’s operation shall be removed as it develops and before the end of each work day.

In any area visible to the public, the following will apply:

When practicable, broken concrete, loose asphalt and debris developed during the course of construction shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly.

COMPENSATION
Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed.
5-1.06 INSURANCE
CITY OF NEWARK INSURANCE REQUIREMENTS:

In lieu of the insurance required as referred to in Section 7-1.12, “Indemnification and Insurance,” the Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his/her agents, representatives, employees or subcontractors. The cost of such insurance shall be included in the Contractor’s bid.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 The minimum scope of insurance coverage shall be at least as broad as:

1. Insurance Services Office form number GL 0002 (Ed. 1/73) covering Comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial General Liability coverage (“occurrence” form CG 0001).

2. Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile Liability, Code 1 “Any Auto” Code 8 “Hired”, and Code 9 “Non-owned”.

3. Workers' Compensation Insurance as required by the Labor Code of the State of California and Employers Liability Insurance.

The minimum limits of insurance the Contractor shall maintain shall be no less than:

1. Comprehensive General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage.

2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage.

3. Workers’ Compensation and Employers Liability: Workers’ Compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident.

Any deductibles or self-insured retentions shall be declared to and approved by the City. At the option of the City, either: The insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers and employees; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

The policies are to contain, or be endorsed to contain, the following provisions:

1. General Liability and Automobile Liability Coverages a. The City, its officers, employees and volunteers are to be covered as “insureds” as respects: Liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, leased or used by the Contractor; or automobiles owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officers, employees or volunteers. b. The Contractor’s insurance coverage shall be primary insurance as respects the City, its officers, employees and volunteers. Any insurance or self-insurance maintained by the City, its officers, employees or volunteers shall be in excess of the Contractor’s insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officers, employees or volunteers.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 d. Coverage shall state that the Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

2. Workers’ Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against the City, its officials, employees and volunteers for losses arising from work performed by the Contractor for the City.

3. All Coverages
Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the City.

Insurance is to be placed with insurers with a Bests’ rating of no less than A:VII, unless otherwise acceptable to the City.

The Contractor shall furnish the City with certificates of insurance and with Original Endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be received and approved by the City before work commences.

The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

The Contractor shall save, keep and hold harmless the City, its officers, agents, employees and volunteers from all damages, costs or expenses in law or equity that may at any time arise or be set up because of damages to property or personal injury received by reason of or in the course of performing work which may be occasioned by any willful or negligent act or omissions of the Contractor, any of the Contractor’s employees, or any subcontractor. The City will not be held liable for any accident, loss or damage to the work prior to its completion and acceptance.

If, through acts of neglect on the part of the Contractor, any other contractor or any subcontractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other contractor or subcontractor by agreement or arbitration. If such other contractor or subcontractor shall assert any claim against the City on account of any damage alleged to have been so sustained, the City shall notify the Contractor who shall indemnify and save harmless the City against such claim.

It shall be required under the agreement that any available insurance proceeds broader than or in excess of the specified minimum Insurance coverage requirements and/or limits shall be available to the Additional Insured. Furthermore, the requirements for coverage and limits shall be (1) the minimum coverage and limits specified in the Agreement; or (2) the broader coverage and

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 maximum limits of coverage of any Insurance policy or proceeds available to the named Insured; whichever is greater.

UNION SANITARY DISTRICT INSURANCE REQUIREMENTS:

General - Indemnification
The Contractor has the entire responsibility for any and all injury to the public and to individuals; for all loss or damage arising from any obstructions or difficulties, either natural or artificial, which may be encountered in the project; for damage to property resulting from the performance of the work under this Contract; for damage from any action of the elements prior to the final acceptance of the work; for damage from any act or omission not authorized by this Specification on the part of the Contractor or any agent or person employed by it. The Contractor expressly agrees to indemnify, defend and hold the District, its Directors, officers and employees, the Engineer free and harmless from and against any and all loss, liability, expense, claims, costs, suits, damages, including attorney’s fees, arising out of Contractor’s operation or performance under the Contract.

The indemnification obligations of the Contractor shall not extend to the liability of Engineer and Engineer’s consultants, officers, directors, employees, or agents caused by negligent preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs, or specifications.

Insurance Requirements
The Contractorshall take out and maintain during the life of the Contract, all the insurance required by this section and shall submit original Certificates of Insurance and amendatory endorsements within seven (7) working days or sooner from the date of the Agreement to the Engineer for review and approval. The Certificates shall be on the forms included in the Contract Forms Section.

The Notice to Proceed will not be issued, and the Contractor shall not commence work until the Certificates or policies have been received and accepted by the District. Acceptance of the Certificates shall not relieve the Contractor of any of the insurance requirements, nor decrease the liability of the Contractor.

The District reserves the right to require the Contractor to provide insurance policies to the Engineer for review by the District.

1. Minimum Scope Of Insurance: Coverage shall be at least as broad as:
a. Insurance Services Office Commercial General Liability coverage (occurrence Form CG 00 01).
b. Insurance Service Office Form Number CA 00 01 covering Automobile Liability, Code 1 (any auto).
c. Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance.

2. Worker’s Compensation Insurance: The Contractor shall take out and maintain during the life of the Contract, Worker’s Compensation and Employer’s Liability Insurance for all of its employees on the project. In lieu of evidence of Worker’s Compensation insurance, the DISTRICT will accept a Self-Insuring Certificate from the State of California. The Contractor shall require any Subcontractor to provide it with evidence of Worker’s Compensation and Employer’s Liability Insurance, all in strict compliance with California State laws.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026

3. Employer’s Liability Insurance: $1,000,000 per accident for bodily injury or disease.

4. General Liability Insurance: (Including operations, products and completed operations, as applicable). Said insurance shall provide a minimum of $2,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

5. Automobile Liability Insurance: Automobiles, trucks, and other vehicles and equipment (owned, not owned, or hired, licensed or unlicensed for road use) shall be covered under this policy. Limits of liability for Comprehensive Automobile Liability Insurance shall not be less than $1,000,000 per accident for bodily injury and property damage.

6. Deductibles: Any deductibles or self-insured retentions must be declared to and approved by the District. At the option of the District, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to the District, its officers, officials, employees and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the District guaranteeing payment of losses and related investigations, claim administration and defense expenses.

7. Other Insurance Provisions:
a. The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:
i. The Union Sanitary District, its officers, officials, employees and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by on or behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General Liability coverage shall be provided in the form of an Additional Insured endorsement (CG 20 10 11 85 or equivalent) to the Contractor's insurance policy, or as a separate owner's policy. ii. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects to the District, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the District, its officers, officials, employees and volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
iii. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) day's prior written notice has been provided to the District.

8. Acceptability of Insurers: Insurance is to be placed with insurers with a current A.M.

Best's rating of no less than A: VII, unless otherwise acceptable to the District. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

9. Verification of Coverage: Contractor shall furnish the District with original certificates

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 and amendatory endorsements effecting coverage required by this clause. The endorsements should on forms provided by the District or on other than the District's forms provided those endorsements conform the District's requirements. All certificates and endorsements are to be received and approved by the District before work commences. However, failure to do so shall not operate as a waiver of these insurance requirements. The District reserves the right to require complete certified copies of all required Insurance policies, including endorsement effecting the coverage required by these specifications at any time.

10. Waiver of Subrogation: Contractor hereby agrees to waive subrogation which any insurer of Contractor may acquire from vendor by virtue of the payment of any Joss. Contractor agrees to obtain any endorsement that may be necessary to effect this waiver of subrogation.

The Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of the entity for all work performed by the Contractor, its employees, agents and subcontractors.

COMPENSATION
The contract lump sum price for INSURANCE PREMIUM FOR USD WORK shall include full compensation for all costs associated and compliance with Union Sanitary District Insurance requirements, and no additional compensation will be made. 5-1.07 INSPECTION
The City’s non-emergency business operations are closed every other Friday. As a result, Public Works inspection services are not available on these Fridays. Prior to developing a schedule for the work, the Contractor shall contact the Engineer to obtain the exact dates of the closed Fridays.

Holidays observed by the City of Newark are as follows:

Designated legal holidays are: January 1st; Martin Luther King Jr’s Birthday; the third Monday in February, Presidents’ Day; the last Monday in May, Memorial Day; Juneteenth, July 4th, the first Monday in September, Labor Day; Veterans’ Day; Thanksgiving Day; and December 25th. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be a designated legal holiday.

The Contractor may request for inspection on any closed Friday (or any subsequent dates of closure), any legal holiday observed by the City, and any weekend day on which the Contractor chooses to work. However, the City will not guarantee that inspection will be available on the Contractor’s requested days. If inspection is not available, then the Contractor will not allowed to work. The cost of such inspection shall be borne by the Contractor and shall be paid in advance in an amount determined in accordance with the City’s current Master Fee Schedule. The current hourly inspection rate is $125 per hour (minimum 8-hour day).

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 5-1.08 PUBLIC CONVENIENCE
Section 7-1.08, “Public Convenience,” of the Standard Specifications is hereby modified regarding responsibility for damage by public traffic on any section of roadway open to public traffic. The Contractor shall be fully responsible for any damage to temporary or permanent facilities caused by public traffic and shall repair such damage to the satisfaction of the Engineer within the limits of the project. Such responsibility shall remain with the Contractor until all work, including punch list deficiencies, is complete and ready for acceptance by the Engineer. 5-1.09 UNDERGROUND SERVICE ALERT
Prior to initiating work on this project the Contractor shall contact Underground Service Alert North 811 or (800) 227-2600 and obtain an Inquiry Identification Number. The Contractor shall contact Underground Service Alert as necessary throughout the project to mark locations of existing underground facilities prior to working in such areas. Nothing herein relieves the Contractor of any obligations required elsewhere in these Specifications. 5-1.10 PUBLIC SAFETY
The Contractor shall comply with the provisions of Section 7-1.09, “Public Safety,” of the Standard Specifications.
5-1.11 HIGHWAY CONSTRUCTION EQUIPMENT
Attention is directed to Sections 7-1.01D, “Vehicle Code,” and 7-1.02, “Load Limitations,” of the Standard Specifications and these Specifications.

Pursuant to the authority contained in Section 591 of the Vehicle Code, the City has determined that, within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Divisions 11, 12, 13, 14 and 15 of the Vehicle Code. Attention is directed to the statement in Section 591 that this section shall not relieve him/her or any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of his/her equipment and the protection of the public from injury and damage from such equipment.
5-1.12 HOURS OF OPERATION
General working hours of operation shall be between the hours of 8:00 a.m. and 5:00 p.m. Monday through Friday unless otherwise permitted by the Engineer. 5-1.13 PAYMENTS
Attention is directed to Section 9-1.06, “Partial Payments,” and 9-1.07, “Payment After Acceptance,” of the Standard Specifications and these Specifications.

A copy of all certified payrolls shall be submitted to the City along with the Contractor’s request for monthly progress payments. Payrolls shall contain the full name, address and social security number of each employee, his correct classification, rate of pay, daily and weekly number of hours worked, itemized deductions made and actual wages paid. They shall also indicate apprentices and ratio of apprentices to journeymen. The employee’s address and social security number need

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 only appear on the first payroll on which his name appears. The payroll shall be accompanied by a “Statement of Compliance” signed by the employer or his agent indicating that the payrolls are correct and complete and that the wage rates contained therein are not less than those required by the contract. The “Statement of Compliance” shall be on CALTRANS Form HC-347 or on such applicable forms as may be approved by the City. The Contractor shall be responsible for the submission of copies of certified payrolls of all subcontractors.

Final payment representing 95% of the contract price will be made upon acceptance of the work by the City. The 5% retention will be paid after 35 days have elapsed after the Notice of Completion has been recorded.
5-1.14 GUARANTY
The successful bidder shall be required to sign a Guaranty form covering the work in the contract for one year from the date of Notice of Completion. The Guaranty form is included in these Specifications. The Contractor shall sign the Guaranty form at the time of the execution of the contract for the work. Notice to Proceed will not be issued until the document is approved.

COMPENSATION
Full compensation for furnishing the Guaranty will be considered as included in the contract price or prices paid for the items of work involved and no additional compensation will be allowed therefore.
5-1.15 SURFACE MINING AND RECLAMATION ACT
In accord with the State Contract Act, the material and aggregate source must comply with the Surface Mining and Reclamation Act of 1975 (SMARA). Mining operations determined to be in compliance are listed on the AB 3098 SMARA Eligible List. You can obtain this list from the Division of Construction or the Department of Conservation’s web site at http://www.consrv.ca.gov/omr/SMARA/3098-list.
5-1.16 (BLANK)
5-1.17 SAFETY AND HEALTH PROVISIONS

GENERAL
Attention is directed to Section 7-1.06, “Safety and Health Provision,” of the Standard Specifications and these Specifications.

The Contractor shall comply with all active Federal, State, County, or Local Health Department Orders, including but not limited to the Construction Project Safety Protocols contained in the current Shelter-In-Place Order issued by the Alameda County Health Officer, or any subsequent Orders in effect during the entire project construction duration.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026

COMPENSATION
Full compensation for conforming to the requirements of this section, the Standard Specifications, these Specifications and as directed by the Engineer shall be considered as included in the prices paid for the various contract items of work and no separate compensation will be made.

SECTION 6. (BLANK)
SECTION 7. (BLANK)

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 SECTION 8. MATERIALS
8-1.01 GENERAL
Attention is directed to Section 6, “Control of Materials,” of the Standard Specifications and these Specifications.
8-1.02 CERTIFICATES OF COMPLIANCE
All materials required to complete the work under this contract shall be furnished by the Contractor.

All materials except asphalt concrete will be accepted with a Certificate of Compliance in conformance with Section 6-1.07 of the Standard Specifications:

Asphalt concrete must be inspected and released to the job under the provisions of Section 8 of the Caltrans Construction Manual.

SECTION 9. DESCRIPTION OF WORK
9-1.01 GENERAL
The work to be done consists of furnishing all labor, equipment and materials and performing all the work necessary for: FY2026 Annual Asphalt Concrete Street Overlay Program, Project No.

CIPA10005.FY2026, City of Newark in the City of Newark in accordance with these Specifications and Plans forming parts thereof. The work to be performed in general includes the following principal features:

Traffic control/maintaining traffic throughout construction, asphalt concrete roadway surface wedge/conform/full depth/full width grinding, localized full depth asphalt concrete patch paving of various depths, grading, placement of asphalt concrete, installation of temporary pavement delineation and raised pavement markers, adjusting existing utility covers to grade, applying traffic striping and pavement legends, replacing and installing traffic signal loops and installing handholes, and other such items or details not mentioned above that are required by the Plans, Standard Specifications, or these Specifications. 9-1.02 DRAWINGS
The work shall conform to the following drawings, all of which form a part of these Specifications and are available at the office of the Public Works Director, City Administration Building, 37101 Newark Boulevard, Newark, California.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026

SCHEDULE OF DRAWINGS
City
Sheet Drawing No. Title
1 2026B01 Title Sheet
2 2026B02 General Notes, Legend, Abbreviations, and Utility Contacts 3 2026B03 Asphalt Grinding Details
4 2026B04 Overlay Scope of Work
5 2026B05 Patch Paving Scope of Work
6 2026B06 Portsmouth Ave (Cardiff St to 5753 Portsmouth Ave) 7 2026B07 Blackburn Dr (5753 Portsmouth Ave to 35531 Blackburn Dr) 8 2026B08 Blackburn Dr (35531 Blackburn Dr to Chapman Dr) Portsmouth Ct
9 2026B09 Castleford Ct
Donegal Ct
10 2026B10 Edgewater Dr (Cedar Blvd to Salisbury Dr)
11 2026B11 Edgewater Dr (Salisbury Dr to Derby Pl)
12 2026B12 Edgewater Dr (Derby Pl to Chelsea Dr/Winchester Pl) 13 2026B13 Ruschin Dr (Newark Blvd to 5673 McDonald Ave) 14 2026B14 Ruschin Dr (5673 McDonald Ave to 36252 Ruschin Dr) 15 2026B15 Ruschin Dr (36252 Ruschin Dr to 5815 Hafner Wy) 16 2026B16 Ruschin Dr (5815 Hafner Wy to Musick Ave)
17 2026B17 Dalewood Dr (Ruschin Dr to 36091 Dalewood Dr) 18 2026B18 Dalewood Dr (36091 Dalewood Dr to Ruschin Dr) Dalewood Ct
19 2026B19 Reina Pl (McLaughlin Ave to End)
Barnard St (Lafayette Ave to Redcliff Ave)
20 2026B20 Barnard St (Radcliff Ave to Bellhaven Ave)
Bellhaven Ave (Christine St to 6147 Bellhaven Ave)
21 2026B21 Bellhaven Ave (6147 Bellhaven Ave to Newark Blvd) 22 2026B22
23 2026B23
24 2026B24
25 2026B25
26 2026B26
27 2026B27
28 2026B28
29 2026B29
30 2026B30
31 2026B31
32 2026B32
33 2026B33
34 2026B34
35 2026B35
*Cleremont Dr (Orleans Dr to Orleans Dr)
*Curie Pl
*Fountaine Ave (Haley St to 6589 Fountaine Ave)
*Fountaine Ave (6589 Fountaine Ave to Cherry St)
*Concord St (Fountaine Ave to Montcalm Ave)
Crestmont Ave (Bettencourt St to End) EXCL.

Edith St (Milani Ave to St. Isabel Ave)
Harlon Ct
Abbey Ct
*Geranium St
*Geranium Ct
Aralia Dr (Smith Ave to Smith Ave)
Bellflower Dr (Smith Ave to 5840 Bellflower Dr) Bellflower Dr (5840 Bellflower Dr to Birch St)
Bellflower Dr (cul-de-sacs)
Escallonia Dr (Smith Ave to 6294 Escallonia Dr)
Escallonia Dr (6294 Escallonia Dr to 38331 Manzanita St) Manzanita St (38331 Manzanita St to Smith Ave)
Escallonia Ct
Clean Bay Blueprint
*Note: Asterisk (*) and Red Text – Additive Alternate Bid Item

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 SECTION 10. CONSTRUCTION DETAILS

10-1.01 ORDER OF WORK

GENERAL
Order of work shall conform to the provisions in Section 5-1.05, “Order of Work,” of the Standard Specifications and these Specifications.

The Contractor’s attention is directed to Section 4, “Beginning of Work, Time of Completion and Liquidated Damages” of these Specifications.

The Contractor shall follow the following sequence of work. The Contractor may submit alternate plans which shall be subject to the review and approval of the Engineer. The Engineer shall have sole discretion in whether or not to approve alternate plans or to require compliance with the original stage construction and general construction guidelines. Therefore, it shall be assumed for bidding purposes that all bids are based on performing the work in accordance with the stage construction and general construction guidelines outlined below:
- Install and maintain all traffic control throughout the period of construction - Locate all utility structures and City monuments, and protect them in place and lower - Grind and remove 1” to 6” of existing asphalt concrete pavement by asphalt concrete wedge/conform/full width/full depth grinding for patch paving or overlay - Remove and dispose any loose existing pavement fabric and tree roots - Fine grade and compact existing aggregate base
- Install new traffic loops before asphalt concrete overlay - Place asphalt concrete
- Adjust all affected utility structures and City monuments to finished grades - Cat-track and install pavement delineation
- All construction shall be staged in a manner that allows local traffic to access the roadway and driveways at all times during construction
The Contractor shall only schedule one operation of patch paving, grinding or paving per day. No two concurrent operations of patch paving, grinding or paving will be allowed on any one day.

At least five (5) working days before any work is started, the Contractor shall submit to the City a schedule of his/her planned operation conforming to Section 8-1.04 of the Standard Specifications.

Once this schedule has been approved and adopted, it is essential that the Contractor adheres diligently to said written schedule in the prosecution of the work because of the necessity of prior notification to residents, tenants, property owners and businesses that will incur access restrictions as a result of this project. Any deviations from the schedule shall be approved at least five (5) working days in advance by the City Engineer.

The construction schedule shall list the order of work and the estimated time of completion of each phase of work. The schedule shall identify the day, date, and the scope of work proposed on a given street. The schedule shall ensure that no large residential areas are deprived of access to main streets and that no resident, while their street or side street is subject to parking restrictions, shall have to walk more than 800 feet to a public street where parking is allowed. The Contractor shall coordinate his work with the schedule of the refuse collection company serving the affected

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 streets so that garbage pick-up is allowed on normal pick-up day(s). A map is provided with the current daily garbage pick-up schedule.

Various streets in this contract may require special scheduling considerations regarding closure and resurfacing. Streets to receive this consideration include, but are not limited to, streets providing access to freeways, schools, government offices, and businesses. The City shall make the final determinations regarding which streets receive special consideration and the adequacy of the proposed scheduling.

The Contractor’s attention is directed to the location of Schilling Elementary School at the corner of Thornton Avenue and Spruce Street which may be affected by the construction work on Spruce Court. Scheduling of work on Spruce Court while school is in session will require special considerations as discussed above.

Advance Public Notification
The Contractor shall not be permitted to perform work on a specific street segment until the required notices have been delivered. Not less than two (2) weeks prior to beginning work on any street, the Contractor shall deliver written notice regarding the project to all members of the public affected, including but not limited to all adjoining residents, businesses, schools, and other applicable parties. Notices shall be delivered to individual tenants in apartment/condominium complexes affected by the work. Distribution of notices shall also include residents, schools, businesses and tenants on adjacent streets to which access will be restricted due to construction activities. Notice shall be given for general construction activity to occur; as well as specific activities that will, in any way, inconvenience residents, property owners, tenants, and business; or affect their operations or access to their properties. Such notice shall include the expected date for the start of construction, a general description of the construction activities that will take place, expected duration, Contractor name and address, contact numbers of the Contractor’s Project Superintendent and of the City’s Project Engineer. A follow up notice shall then also be distributed at least three (3) working days prior to the start of construction. This notification shall be in the form of a “Notice of Work” to be given to each property owner, residents, and business. This will provide adequate lead-time for residents to move vehicles from the affected streets. The notification shall be delivered to each residence or business by the use of “door hangers.” The door hangers shall be placed in a secure manner on the front of the door of each residence or business, or if not accessible, in a visible location which the occupant will see and read. Door hangers shall be printed on bright colored paper which can be easily seen. Items to be included on door hangers are: date of work to be done, type of work – pavement grind and overlay. Contractor name and address, contact numbers and email addresses of the Contractor’s Project Superintendent and of the City’s Project Engineer, and appropriate notices stating “No Parking on street allowed”, “Cars will be towed at owner’s expense”, etc… Copies of both notices shall be provided to the Engineer for approval at least five (5) working days prior to the initial distribution dates of each notice.

In the event the Engineer orders the suspension of work or the Contractor suspends work due to unforeseen circumstances, work shall not be commenced until the Contractor has provided the Engineer with not less than 72-hour notice when work will be resumed to provide the Contractor adequate opportunity to repost necessary “No Parking” signs and to perform required sweeping services. If the suspension of work changes the schedule, the Contractor shall allow at least 5 days for re-notifying the adjacent residents or businesses who are affected by the schedule change. It shall be Contractor’s responsibility to re-notify the affected residents or businesses of the change in the work schedule by placing a 72-hour notice and stamping “Re-notification of Work

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Rescheduled”. Residents or businesses shall be informed at that time of the anticipated date for rescheduling. This shall be done in a prompt and courteous manner.

Excavation or pavement grinding within the work area shall not begin until installation of all traffic control measures and approval of such by the Engineer.

The Contractor shall also contact and coordinate the work with the following agencies. At least five (5) working days before work is begun, copies of the advance construction notifications shall also be distributed to these agencies:

Newark Police Department (510) 578-4237
Alameda County Fire Department (510) 793-3738
U.S. Post Office (510) 797-0903
AC Transit (510) 891-4901
Para Transit (510) 791-7879
Newark School District (510) 818-4103
Republic Services “Allied Waste” (510) 657-3500
The Contractor shall verify all existing conditions before commencing work. All discrepancies between the plans and actual field conditions shall be immediately reported to the Engineer, who shall determine if modifications to the work are necessary. The Contractor shall not modify the work without prior authorization from the Engineer. Any removal, repair, or replacement caused by the Contractor’s failure to recognize or report unsuitable conditions shall be performed by the Contractor at the Contractor’s sole cost and expense.

At the end of each working day, if a difference in excess of 1-1/2-inch exists between the elevation of the existing pavement and the elevation of any excavation or any driveway, asphalt concrete material shall be placed and compacted against the vertical cuts adjacent to the traveled way. The material shall be placed to the level of the elevation of 1-1/2-inch below the top of existing pavement and tapered at a slope of 1:4 (Vertical:Horizontal) or flatter to the bottom of the excavation and as directed by the Engineer.

List of Required Submittals
The Contractor’s attention is directed to the following for additional information pertaining to the submittal requirements for this project. All the submittals listed below in addition to invoices, certified payroll, change orders, request for information, etc. shall be uploaded to the City’s cloudbased Virtual Project Manager (Virtual PM or VPM). Use of the City’s VPM is free, internet based, and can be accessed by the Contractor and Subcontractors. There will be no need to download new software to run the program. Log-in information (username and password) and training will be provided by the City to the Contractor and Subcontractors at the scheduled preconstruction meeting.

The Contractor shall provide the following submittals to the Engineer:
- Designation of Project Superintendent
- 24-hour contact information
- Equipment list
- Construction schedule
- Two-week advance construction notification (submitted five days prior to distribution date) - Three-day advance construction notification (submitted five days prior to distribution date)

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 - Traffic control plan
- Utility inventory list
- Asphalt concrete mix design
- Asphalt concrete binder certificate of compliance
- Paint binder (tack coat) certificate of compliance
- Patch paving joint crack fill and surface seal materials - Monument, water valve box, and manhole frames and covers - Thermoplastic, and reflective markers certificate of compliance - Certified payroll reports and statement of compliance - Copies of all permits and licenses the Contractor has obtained for the project The City reserves the right to require additional submittals from the Contractor that are not specifically identified above, but that pertain to the specified work at hand.

COMPENSATION
Full compensation for conforming to the requirements of this section, the Standard Specifications, these Specifications and as directed by the City shall be considered as included in the prices for the various contract work items of work and no separate compensation will be made. 10-1.02 LOCATION OF WORK

GENERAL
The work to be done is located throughout the City of Newark as shown on the contract Plans associated with these Specifications. Areas to be patch paved will be remarked by City prior to beginning of work or during construction. The City reserves the right to increase or decrease the work quantity as may best fit the needs of the City of Newark. 10-1.03 CONSTRUCTION AREA SIGNS

GENERAL
Construction area signs shall be furnished, installed, maintained and removed when no longer required in accordance with the provisions in Section 12, “Construction Area Traffic Control Devices,” of the Standard Specifications, current California Manual on Uniform Traffic Control Devices (MUTCD), and these Specifications.

Construction within the work area shall not begin until installation of all traffic control measures has been completed and approved by the Engineer.

Minimum Traffic Control Devices
Prior to initiating work, the Contractor shall furnish, install and maintain all required traffic control devices, all necessary arrow board signs, advance warning signs, barricades, cones, delineators, and barricades with steady burn flashers at 50’ on center minimum along the edge of construction where those edges are adjacent to travel lanes to warn of lane closures, and to protect the Contractor’s workers, the work area, pedestrians and vehicular traffic. The Contractor shall install all temporary signs required for the direction of public traffic through and around the work during construction. Contractor’s hand printed or stenciled signs will not be allowed.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 The Contractor shall use the “No Parking” sign attached to these Specifications for posting areas that need “No Parking” signs. The Contractor shall use colored print and 11”x17” cardstock paper for reproduction of “No Parking” signs. The Contractor shall furnish and post “No Parking” signs, not less than 72 hours prior to scheduled work that will require parking restrictions. “No Parking” signs shall be posted at a minimum spacing of 100 feet on portable barricades, delineators or similar devices furnished by the Contractor. In addition, a minimum of one (1) “No Parking” sign shall be posted between all driveways where on-street parking is normally allowed. Posting of “No Parking” signs will not be allowed on trees, sign posts, fences, etc. The Contractor shall be responsible for ensuring the “No Parking” signs stay posted. The Contractor shall indicate on the signs the start and end dates of the temporary “No Parking” restrictions, which must correspond to the schedule on the delivered advance public notification. Dates posted on all “No Parking” signs shall be limited to provide a maximum five-day construction window unless otherwise authorized by the Engineer. The City of Newark will be responsible for towing vehicles which are left parked in violation of “No Parking” signs properly posted not less than 72 hours prior to the date(s) the “No Parking” restriction is in effect. The Contractor shall have available for the Police Officer responding to the towing request, photo documentation of “No Parking” postings if signs have been removed or vandalized the previous night. If the work is not performed during the time frame indicated on the “No Parking” signs, the work shall be rescheduled with at least five (5) working days of advance notice. The Contractor shall leave streets open to traffic until just prior to starting the work, and shall provide all barricades, signs, and traffic control measures as necessary to protect the work. The Contractor, at his expense, shall perform all re-posting of “No Parking” signs and re-notification of residents and businesses as a result of his/her failure to meet the posted schedule. Any delays caused by failure of the Contractor to adhere to the approved schedule shall be at the Contractor’s sole expense. No additional compensation will be allowed for costs resulting from said delays. The Contractor shall remove “No Parking” signs immediately when no longer needed.

Failure to provide and maintain sufficient traffic control devices as specified herein shall be sufficient cause to temporarily shut down the work on the affected portion of the project. In the event the control of traffic, as provided by the Contractor, does not provide sufficient public safety and/or is not established in accordance with the standards referenced here, to the satisfaction of the Engineer, then, and in that event, the Engineer will take measures as necessary and deduct the cost of such measures from any payments due to the Contractor.

COMPENSATION
Full compensation for complying with the requirements of this section shall be considered as included in the lump sum prices paid for TRAFFIC CONTROL and no separate payment will be made. The contract lump sum prices paid for TRAFFIC CONTROL shall include full compensation for furnishing all labor, materials (including all traffic control signs, other warning devices, “No Parking” signs, arrow boards, barricades, delineators, cones, temporary pavement markers and delineation, and temporary traffic stripes), tools, equipment and incidentals, and for doing all the work involved in placing, maintaining, relocating, storing, replacing, removing and disposing of the components of the traffic control system as specified in the Standard Specifications, these Specifications, and as directed by the Engineer.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 10-1.04 MAINTAINING TRAFFIC AND TRAFFIC CONTROL

GENERAL
Attention is directed to Sections 7-1.08, “Public Convenience,” 7-1.09, “Public Safety,” and Section 12, “Construction Area Traffic Control Devices,” of the Standard Specifications, current California Manual on Uniform Traffic Control Devices (MUTCD), Caltrans “Manual of Traffic Controls for Construction and Maintenance Work Zones”, and these Specifications. Nothing in these Specifications shall be construed as relieving the Contractor from the responsibilities specified in Section 7.1.09, “Public Safety,” of the Standard Specifications.

The Standard Specifications are modified by the deletion of provisions for sharing the cost of providing flagmen with the City; all costs for providing flagmen shall be borne by the Contractor.

At least ten (10) working days prior to beginning work, the Contractor shall provide a traffic control plan. The traffic control plans must be reviewed and approved by the Engineer prior to starting any work. All traffic control plans shall be prepared by a qualified individual and indicate the placement of all signs for each phase of work, the location of each flagger, and all other information deemed necessary by the Engineer to ensure consistency with referenced standards for construction related traffic controls. The traffic control plans shall conform to the most current California MUTCD and State Standard Plans. The traffic control measures as designed by the Contractor and identified on the traffic control plan shall be in place prior to the start of each day’s work. At the pre-construction meeting, the traffic control requirements for the project shall be reviewed with the Contractor, therefore all of the Contractor’s foremen or supervisors shall be present.

If the work impacts any pedestrian pathway such as sidewalks, curb ramps, and crosswalks, the traffic control plan shall include a pedestrian handling plan to direct pedestrians safely through the construction work zone. The pedestrian handling plan shall conform to the most current California MUTCD and State Standard plans and may include pedestrian detours, signs, temporary pedestrian path and ramps.

The Contractor shall maintain a safe work place throughout the project including, but not limited to providing flaggers, safety equipment, barricades, safe pedestrian and bicycle passage through the work zones, and maintenance of handicap access where applicable.

Whenever vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or W21-5 (Shoulder Work) sign shall be mounted on a portable sign stand with flags. The sign shall be placed where directed by the Engineer.

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

Except for temporary interruptions approved by the Engineer, residents, schools, and businesses shall be provided access to their properties over both walkways and driveways at all times. The Contractor shall perform his/her work to allow such access. As part of the notification process, all

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 affected residents and businesses shall be provided with specific dates and times for temporary driveway closures.

The Contractor shall maintain access to all properties within the project limits during all times construction is underway adjacent to these properties unless prior authorization is given by the Engineer. Except for temporary interruptions of less than an hour as approved by the Engineer, businesses/residents shall be provided access to their properties over both walkways and driveways at all times and shall be coordinated in advance with the Engineer and affected businesses/schools/residents. The Contractor shall schedule work to minimize limitations on access. As part of the notification process, at least 5 working days prior to commencing operations which temporarily prevent access, the Contractor shall provide notification to all affected businesses/schools/residents in writing with specific dates and times. The Contractor shall pay the City liquidated damages in the amount of $500 per hour (or part of an hour) per location for any access restrictions lasting longer than an hour.

Pedestrian use of the public sidewalk shall not be blocked except during the period when the sidewalk is actually being removed and replaced. When the sidewalk must be blocked, the Contractor shall place signs and barricades across the sidewalk at the nearest crosswalks advising pedestrians that the sidewalk is closed. Said signs and barricades will be in place only when the Contractor’s operations pose a hazard or obstruction to pedestrians.

Safe bicycle accommodations shall be maintained by the Contractor at all times during construction. Appropriate warning signs designed for bicyclists shall be used by the Contractor, as necessary, so bicyclists can safely traverse the construction zone.

The Contractor shall maintain access to enable garbage pickup at all times during construction of this project. The Contractor shall coordinate with the garbage collection company to confirm the pickup schedule(s). If for any reason, the construction work restricts access of the garbage company to containers (including cans and/or dumpsters), the Contractor shall be responsible for temporarily relocating containers to a location suitable for pickup, and for coordinating pickup at the alternate location with the garbage company. After pickup at an alternate location, containers shall be immediately returned to their original location. If for any reason access to containers is blocked during the regular pickup schedule and the garbage company is unable to empty containers, the Contractor shall immediately contact the garbage company and coordinate an alternate pickup. Any cost charged by the garbage company for alternate pickup shall be borne by the Contractor.

All excess and unsuitable material resulting from the Contractor’s operation shall be removed as it is generated and before the end of each workday.

The Contractor shall fulfill the requirements of this section 24 hours per day, seven days per week, including holidays, from the time the Notice to Proceed is issued until the project is accepted as complete.

Lane Closures
Arrow boards shall be used for all lane closures. The Contractor shall check with the Engineer to confirm any lane closure restrictions that may be in effect before closing any lanes.

No lane closures or traffic controls shall be performed during the following days and times unless otherwise approved by the Engineer:

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 • Saturdays, Sundays, and designated legal holidays
• Prior to 8:30 am or after 4:00 pm; Monday through Thursday. • Prior to 8:30 am or after 3:00 pm on Fridays.
• Prior to 8:30 am or after 3:00 pm on days preceding designated legal holidays • After 2:00 pm where school traffic is affected; Monday through Thursday • After 1:00 pm where school traffic is affected; Fridays • Any day when garbage collection is scheduled
A minimum of one paved traffic lane, not less than ten (10) feet wide, shall be open for use by public traffic in each direction of travel at all times unless otherwise approved by the Engineer.

Traffic may not be routed over unpaved roadways unless authorized by the Engineer. All streets, shall be open to traffic between the hours of 4:00 p.m. and 8:30 a.m.

The full width of the traveled way shall be open for public use by public traffic on Saturdays, Sundays and designated legal holidays, after 3:00 p.m. on Fridays, the day preceding designated legal holidays, and when construction operations are not actively in progress, or as directed by the Engineer.

The Contractor shall be responsible for determining the schedule of garbage collection for each street segment.

Deviations from the requirements of this section concerning hours of work and lane closure hours, which do not significantly change the cost of the work may be permitted upon the written request by the Contractor if, in the opinion of the Engineer, public traffic will be better served and the work expedited. Such deviations shall not be implemented until the Engineer has provided the Contractor with written approval to do so.

The Contractor shall pay the City liquidated damages in the amount of $500 per hour (or part of an hour) for lane closures traffic control that is set up during the restricted days and times listed above, unless a deviation is approved by the Engineer.

If existing traffic striping and markings have been removed, lane closures may not reopen until temporary pavement delineation has been installed.

Staging Area
The Contractor shall be responsible for making his/her own arrangement for storing excess material and equipment at an approved storage yard off City streets. Construction equipment may be stored on the streets in the commercial and industrial areas only as approved by the Engineer, but must be moved every two days (48 hours) as construction progresses. Storage containers and sanitary facilities shall not have graffiti and shall be painted in subdued colors. Reflectors and/or barricades shall be required for all equipment and material left on the street overnight. No construction material shall be stored on streets over the weekends unless approved by the Engineer.

Cooperation
The Contractor shall cooperate with local authorities relative to handling traffic through the area.

Personal vehicles of the Contractor’s employees shall not be parked on the traveled way at any time, including any section closed to public traffic. The Contractor shall make his/her own arrangements relative to keeping the work area clear of parked vehicles.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Truck Routes
All hauling on City streets shall be on Adopted Truck Routes and the shortest route thereto. See Truck Route Map following these Specifications. The Contractor shall provide the City with the anticipated haul routes for each work location at the pre-construction meeting.

Trenches/Excavations
The Contractor shall protect all open excavations, trenches, manholes, and all other potential hazards where appropriate during construction with steel plating or covers, together with adequate barricades with at least one working flasher each, signs, lights, and other warning devices, sufficient to maintain safe pedestrian, bicycle, and vehicular traffic. The warning devices shall not be removed until the asphalt concrete patching and/or overlay has been completed and the hazard to pedestrians, bicyclists, and motorists no longer exits.

No excavation shall be left open during nonworking hours. In case of emergency, and at the end of each working day, open trenches shall be steel plated or backfilled to grade, paved with at least 1 inch of temporary asphaltic concrete, adequately compacted to carry traffic and protected as appropriate with traffic conditions. Where steel plating is used, asphaltic concrete cutback shall be utilized to provide sufficient transition at the edges of the plates where vehicular, bicycle, or pedestrian traffic will be encountered.

Traffic Control System
A traffic control system shall consist of closing traffic lanes or portions of roadways in accordance with the details shown on Standard Plan T-11, the provisions of Section 12, “Construction Area Traffic Control Devices,” of the Standard Specifications, the “Manual of Traffic Controls for Construction and Maintenance Work Zones,” current California MUTCD, and the provisions under “Maintaining Traffic” elsewhere in these Specifications.

The provisions in this section will not relieve the Contractor from his/her responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.09, “Public Safety,” of the Standard Specifications.

The Contractor shall provide temporary striping to the satisfaction of the Engineer on all street segments for the time period between the removal of existing pavement striping and final striping.

Minimum temporary striping shall include lane line designations and stop bars.

If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component to its original condition.

When lane closures are made for work periods only, at the end of each work period, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way shall be removed from the traveled way and shoulder.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 (including all traffic signs, No Parking signs, arrow boards, barricades, delineators, cones, temporary pavement markers and delineation, and temporary traffic stripes), tools, equipment and incidentals, and for doing all the work involved in placing, maintaining, relocating, storing, replacing, removing and disposing of the components of the traffic control system as specified in the Standard Specifications, these Specifications, and as directed by the Engineer. 10-1.05 OBSTRUCTIONS

GENERAL
Attention is directed to Section 8-1.10, “Utility and Non-Highway Facilities,” and 15, “Existing Highway Facilities,” of the Standard Specifications and these Specifications.

Underground Service Alert
Prior to initiating work, the Contractor shall contact Underground Service Alert North 811 or at (800) 227-2600 a minimum of 48 hours prior to commencing work. The 48-hour advance notice shall not include Saturdays, Sundays or holidays. The Contractor shall supply the Engineer with copies of all USA confirmation numbers including associated documents.

Grade Conflicts
In the event any Pacific Gas and Electric or AT&T facilities are encountered, the Contractor shall effect the necessary coordination to have these structures removed, relocated and/or adjusted as necessary by the respective utility company at no cost to the Contractor or the City (manholes, risers, valves, etc.).

Damaged Utilities - Gas, Electric or Telephone
In the event damage is done to any gas, electric or telephone facility by the Contractor, he shall immediately notify the respective utility company. Repairs shall be made by the utility company at the Contractor’s expense.

Damaged Utilities - Water or Sewer Services
In the event that water or sewer services are broken or damaged between the meter or cleanout and the point of service, the Contractor shall immediately, at his/her own expense, repair such damage, in a manner satisfactory to the Engineer, in order that the water supply or sewer service will not be interrupted for a period greater than one (1) hour. This section applies only when the water or sewer service has been broken or damaged by the Contractor as a result of his/her operations. If such interruption is sustained, it shall be the Contractor’s responsibility to notify the occupants of the premises to which said services are connected so that no damage will occur on said premises.

Damaged Utilities - Water Facilities
Whenever damage is done to water mains, water meters, services between the Alameda County Water District mains and said meters, fire hydrants or other appurtenances, the Alameda County Water District forces shall make such needed repairs and the cost thereof shall be borne by the Contractor.

Damaged Utilities - Sanitary Sewer Facilities
Whenever sewer facilities are broken or damaged, the Contractor shall take immediate steps to provide for continuation of flow and immediately notify the Union Sanitary District (USD) of the damage. The Contractor may perform the repair when so directed by the USD in accordance with USD requirements and the full cost borne by the Contractor.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Damaged Existing Improvements
Any damage to existing structures, facilities, utilities, trees, lawns, shrubs, pavements, landscape, irrigation, curbs, gutters, sidewalks, driveways, or any other improvements caused by the Contractor shall be restored/replaced to the original condition as directed and approved by the City at the Contractor’s expense, prior to final inspection and acceptance.

COMPENSATION
Full compensation for conforming to the requirements of this section, the Standard Specifications, these Specifications and as directed by the City shall be considered as included in the prices paid for the various contract items of work and no separate compensation will be made. 10-1.06 COOPERATION

GENERAL
Attention is directed to Sections 7-1.14, “Cooperation,” and 8-1.10, “Utility and Non-Highway Facilities,” of the Standard Specifications and these Specifications.

The work shall be conducted under the general observation of the Engineer and shall be subject to inspection by the Engineer or his/her inspection representative (inspector) to assure strict compliance with the requirements of the Contract Documents, and all applicable codes and regulations. The authorized representative of the Engineer on the project site shall be those representatives or consultants designated by the Engineer to act on behalf of the City. One or more inspectors shall periodically review the Contractor’s work as the project progresses to verify conformance with the Contract Documents. The presence of the inspectors, however, shall not relieve the Contractor of the responsibility for the proper execution of the work in accordance with all requirements of the Contract Documents and applicable building codes or other regulations.

Compliance is distinctly a duty of the Contractor, and said duty shall not be avoided by any act or omission on the part of the inspector(s).

The Contractor shall be responsible for the coordination of all the work and the coordination of the work of all subcontractors. The Contractor shall not delegate coordination to any subcontractor. The Contractor’s on-site supervisory person shall be present and represent the Contractor whenever a meeting is held that involves any interface between the City and any subcontractors or suppliers. The Contractor shall resolve differences or disputes between subcontractors concerning coordination, interfaces, or extent or work.

The Contractor shall coordinate all inspections governed by permits obtained in conjunction with the work. The Contractor shall schedule all inspections with adequate advance notice, and in accordance with the requirements of the permit issuer, to assure no delays while waiting for an inspector to review the work before proceeding.

It shall be the responsibility of the Contractor to coordinate all necessary utility work with the appropriate utility company. The request for work to be done by the utility company affected shall be made in sufficient time so that the utility company may perform their work in time to prevent delays to the project schedule.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Other Contracts or Projects
The Contractor must ascertain to his/her own satisfaction the scope of the work and the nature of any other contracts that have been or may be awarded by owner or any other agency with right-ofway rights, in the prosecution of the work to the end that Contractor may perform this contract in light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to the Contractor exclusive occupancy of the site of the work. The Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on any project which encompasses the work. If the performance of any contract for the work is likely to be interfered with by the simultaneous execution of some other contract or contracts, City will decide which contractor shall cease work temporarily and which contractor shall continue or whether the work can be coordinated so that the contractors may proceed simultaneously. City will not be responsible for any damage suffered or extra costs incurred by the Contractor resulting directly or indirectly from the award or performance or attempted performance of any other contract or contracts on the work, or causes by any decision or omission of owner respecting the order of precedence in the performance of the contracts awarded for the completion of the work.

City reserves the right to do work with its own forces or to let other contracts for work on or contiguous to the work set forth in the Plans and Specifications.

COMPENSATION
Full compensation for conforming to the requirements of this section of these Specifications shall be considered as included in the prices paid for the various contract items of work and no separate compensation will be made.
10-1.07 DUST CONTROL

GENERAL
Dust Control shall conform to the provisions in Section 10, “Dust Control,” of the Standard Specifications and these Specifications.

At the end of each working day, or as directed by the Engineer, the roadways and on-site paved areas shall be cleaned and swept of all materials attributed to or involved in the work. Streets shall not be washed down into a storm drain or creek in lieu of street sweeping. Water wash may be picked up by a vacuum unit in lieu of sweeping.

Upon failure of the Contractor to remove the dust nuisance within two (2) hours after notification by the Engineer, the City may order that such work be done by others, and all costs shall be deducted from monies owed or to be owed the Contractor.

The first sentence of Section 10-1.04, “Payment,” of the Standard Specifications is hereby amended to read:

No separate payment will be made for any work performed or material used to control dust resulting from the Contractor’s performance of the work, public traffic, wind, or any other cause, either inside or outside the right-of-way.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 The second paragraph of Section 10-1.04, “Payment,” of the Standard Specifications is hereby deleted.

COMPENSATION
No separate payment will be made for any work performed or material used to control dust resulting from public traffic within the right-of-way. Full compensation for dust control shall be considered as included in the prices paid for the various contract items of work involving dust control and no separate payment will be made.
10-1.08 EXISTING HIGHWAY FACILITIES

GENERAL
The work performed in connection with various existing highway facilities shall conform to the provisions in Section 15, “Existing Highway Facilities,” of the Standard Specifications and these Specifications.

Existing underground utility lines are not shown on the plans. The Contractor is responsible for locating and field verifying the location of all existing utilities prior to the start of construction activities and protecting all facilities during construction. All damage caused by the Contractor to existing facilities must be repaired within 24 hours at the sole expense of the Contractor.

The Contractor shall notify and coordinate the work of identifying and marking utility facilities with the respective utility companies. The Contractor is required to call Underground Service Alert (USA) at (800) 227-2600 forty-eight (48) hours in advance of any excavation activity so all existing underground facilities can be located and marked. The Contractor shall supply the Engineer with copies of all USA confirmation numbers including all associated documentation.

All utility manholes, vaults, gas valves, water valves, survey monuments, and other utility facilities shall be protected in place. Prior to placing asphalt, the Contractor shall cover all manholes, valves, monuments covers, grates or other exposed facilities using oil resistant construction paper secured to the facility being covered by tape or adhesive. The covered facilities shall be referenced by the Contractor, with a sufficient number of control points to locate the facilities after the asphalt has been placed. After completion of the paving operation, all covers shall be removed and disposed of in a manner satisfactory to the Engineer. If asphalt has not been placed to the level of the existing structures before the pavement is to be opened to public traffic, the Contractor shall either a) install temporary asphalt concrete tapers with a minimum diameter of 12” around each structure; b) install temporary asphalt concrete tapers with a maximum slope of 1:12 (Vertical:Horizontal); c) install approved temporary pre-fabricated rubber safety rings; or d) install temporary measures as directed by the Engineer.

After the overlay, the Contractor shall adjust any utility manhole, vault, water valve, survey monument, and other utility facilities frame and cover that is ½” or more below or above the finished grade in accordance with the provisions in Section 15-2.05A “Frames, Covers, Grates, and Manholes” of the Standard Specifications, with these Special Provisions, and as directed by the Engineer.

To facilitate the Contractor’s work and at the Contractor’s sole expense, the Contractor may have the option of pre-lowering and adjusting to grade all utility manholes, vaults, water valves, survey

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 monument covers, and other utility facilities frames and covers, except Pacific Gas and Electric Company valves and boxes, within areas designated for asphalt concrete overlay, in conformance with the requirements of the appropriate utility agency or as directed by the City. The various utility agencies shall be notified by the Contractor of his sched ule prior to the commencement of work. The schedule shall provide the anticipated dates of work specific to each street. Before lowering any utility facilities, the Contractor shall reference the location and inventory the utilities to be adjusted. The Contractor shall record the exact location and type of utility by labeling the assembly with numbers at the location visible for verification. The labeling shall include utility site, collar, and lid to ensure proper match of hardware when utility adjustment is complete at the conclusion of project. Any hardware damaged by the Contractor’s operations shall be replaced at the Contractor’s sole expense to the satisfaction of the Engineer.

The Contractor shall also keep a copy of the utility location reference information and inventory list on the project work site at all times for emergency shutoff purposes. The Contractor shall maintain the list at the approved location, such that the list is accessible 24 hours per day for the duration of the project.

Frames and covers shall be removed, transported and stored without damage. Any items damaged shall be replaced at the Contractor’s expense. Pre-existing damage must be brought to the Engineer’s attention prior to commencement of any work. The frames and covers shall be adjusted and removed by excavating the frame and cover in a neat line with a dimension not greater than necessary to loosen and adjust the frame with the cover and the concrete collar. The Contractor shall prevent construction debris, and tools from falling into the storm drain/sanitary sewer manhole channel by using a debris catcher device at all times while working on all manholes.

The debris catcher device shall be Grappler Specialty Products “Manhole Debris Catcher”, “Debris Dam”, “Foreign Material Catcher”, SSI/Sealing Systems or an approved equal. Any work necessary to flush, clean, and remove construction debris from the monuments, water valves, storm drain/sanitary sewer systems, and utility facilities as a result of the Contractor’s operation shall be at the Contractor’s expense.

All Alameda County Water District valves, manholes and vaults frames and covers; Union Sanitary District manholes and risers frames and covers; except PG&E valves frames and covers shall be either protected in-place or pre-lowered by the Contractor and will be adjusted to final grade by respective utility agencies unless Alternate Bid No. 4 and Alternate Bid No. 5 are awarded, in which case the Contractor shall adjust the respective utility facilities. All other City storm drain manholes, monument frames and covers, and other facilities pre-lowered by the Contractor’s choice within the construction area shall be adjusted to conform to final grade within ⅛” tolerance by the Contractor. No additional payment will be made.

Adjustment of utilities to final grade shall be done within five (5) working days after completion of the paving of each street. The Contractor shall pay the City liquidated damages in the amount of $200 per calendar day per facility affected for each day beyond the five (5) working days after completion of the paving which facilities remain buried. Adjustment shall be accomplished by removing the existing concrete collar around the frame, installing concrete adjusting rings or similar, raising the frame and cover, and construction of a new concrete collar. The concrete collar shall be circular and constructed so that the top of the collar is no greater than three inches and no less than two inches below the existing pavement grade surrounding the facility. For 36” or greater diameter manholes, the Contractor shall install four ½” x 6” galvanized anchor bolts, embed the anchor bolts at least 3” into the concrete collar, and install two No. 4 rebar hoops at 12” on center.

The void between the top of the concrete collar and the finish grade of the pavement around the

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 collar shall be paved to finish grade with asphalt concrete of at least two inches and be level in both the traffic flow and cross-slope directions to the surrounding pavement. All structures adjusted to final grade must be paved within 24 hours or the Contractor shall be required to furnish temporary paving.

The Maximum Duration between the lowering and raising of facilities is thirty (30) calendar days.

The Contractor shall be pay the City liquidated damages in the amount of $200 per calendar day per facility affected for each day beyond the Maximum Duration during which facilities remain buried.

Adjust City Monuments Frames and Covers to Finished Grade, Replace & Adjust City Monuments Frames and Covers to Finished Grade, Replace & Adjust Fire Hydrant Valve Boxes Frames and Covers, Adjust Storm Drain Manholes Frames and Covers to Finished Grade, and Replace & Adjust Storm Drain Manholes Frames and Covers to Finished Grade After the overlay, the Contractor shall adjust any storm drain manhole, monument, and fire hydrant valve box frames and covers that is ½” or more below or above the finished grade in accordance with the provisions in Section 15-2.05A “Frames, Covers, Grates, and Manholes” of the Standard Specifications, with these Special Provisions, and as directed by the Engineer.

Any monument cover with a red label MON on the Plans that is ½” or more below or above the finished grade shall require a replacement and adjustment of the frame and cover. The Contractor shall replace the existing monument frame and cover with a new Christy G5 MONUMENT Traffic Valve Box frame and cover, and adjust it to final grade without disturbing the existing monument.

If the existing monument is damaged or disturbed by the Contractor’s operations, the Contractor shall bear the cost and responsibly for obtaining the services of a registered Surveyor or Civil Engineer to tie out the existing monument, remark, and reset the monument. The Contractor shall be responsible for filing the appropriate Corner Records pursuant to the requirements of State of California and Highway Code Sections 732.5, 1492.5, and 1810.5 and Business and Professions Code Section 8771, and shall provide a copy of all recorded documentation to the City prior to project acceptance.

For fire hydrant valve box, refer to Replace and Adjust Alameda County Water District (ACWD) Valve Box to Final Grade requirements below.

Replace and Adjust Alameda County Water District (ACWD) Valve Boxes Frames and Covers to Finished Grade
At the discretion of ACWD, the replacement and adjustment to finished grade of ACWD valve box (labeled WV on the Plans) may or may not be included in the contract to be awarded as part of Additive Alternate Bid No. 4. If included in the contract, all such work shall be subject to inspection and approval by ACWD. Any ACWD valve box that is ½” or more below the finish grade, the Contractor shall replace existing valve box frame and cover with new Christy G5 WATER Traffic Valve Box and adjust the new valve box to final grade in accordance with attached ACWD Standard Specifications and Standard Drawings, as specified herein, and as directed by ACWD’s representative. The Contractor shall hand dig when digging is within 6” of the valve box extension. The Contractor shall install a new valve box extension as needed to accommodate final grade of valve box in accordance with ACWD Standard Drawing VB-1-08. Any tracer wires present must be restored in accordance ACWD Standard Drawing TW-1-08. If a valve nut extension stem was present in the original installation, the same extension stem must be reinstalled

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 in accordance with ACWD Standard Drawing VB-1-08. If a valve nut extension stem was present in the original installation, the same extension stem must be reinstalled in accordance with ACWD Standard Drawing VB-1-08. The Contractor shall backfill and compact around the valve box extension to 16” below finished pavement grade. The Contractor shall install a new Christy G-5 valve box and install concrete collar to 4” of surface grade in accordance with ACWD Standard Drawing VB-1-08.

After valve box restoration work has been completed, the Contractor shall confirm the assembly has been restored to ACWD standards as referenced herein, the valve (and valve nut extension stem if applicable) is fully accessible and that any debris has been removed from within the valve box and the valve box extension.

All existing valve boxes and debris from the ACWD valve boxes restoration to final grade shall be become the property of the Contractor and be disposed of by the Contractor outside the rightof-way in accordance with the provisions of Section 7-1.13, “Disposal of Material Outside the Highway Right-of-Way,” of the Standard Specifications.

Adjust Union Sanitary District (USD) Facilities Frames and Covers to Finished Grade At the discretion of USD, the adjustment to finished grade of USD structures frames and covers (labeled S on the Plans) may or may not be included in the contract to be awarded as part of Additive Alternate Bid No. 5. If included in the contract, all such work shall be subject to inspection and approval by USD. In addition to the sanitary sewer structure frame and cover adjustment to final grade, the Contractor shall form and pour 4’ diameter class “A” concrete collar concentric with concrete grade ring in accordance with the USD Standard Detail 1. Also, the Contractor shall convert existing USD oval riser to new circular standards by removing and replacing existing frame and cover in accordance with the USD Standard Detail 12. Frames and covers for the riser conversions will be provided to the Contractor by USD at no cost to the Contractor. The Contractor shall arrange the material pick-up/delivery with Kevin Coffee at (510) 477-7548. The Contractor shall salvage the existing riser frames and covers for USD to pick-up.

Any existing manhole covers that require replacement must be provided by USD.

In the event the Contractor is not required by ACWD or USD to adjust said facilities to finished grade, said portion of the work will be performed by ACWD or USD after placement of the asphalt concrete overlay. Additive Alternate Bids will not be considered in determining the total bid for awarding the project.

Existing Abandoned Utility Lines
Existing abandoned utility lines may be encountered during excavation. Abandoned utilities include, but may not be limited to, water services, gas services, and sanitary sewer facilities. If any abandoned facilities are encountered with the roadway grade to be constructed or in any other way conflict with proposed improvements, the Contractor shall remove such abandoned lines to the extent necessary to complete the contract work.

Other Existing Highway Facilities
PG&E gas and electric valve and manhole frames and covers will be adjusted to final grade by the respective utility agency at no expense to the Contractor.

COMPENSATION
Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 all the work involved in protecting in-place or pre-lowering, or repairing any damages to existing utility facilities as required by these Specifications and as directed by the City shall be considered as included in the prices paid for the various contract items of work and no separate compensation will be made.

For the purposes of bidding, 22 storm drain manhole frames and covers, 22 monument frames and covers, 6 monument box cover; and 38 fire hydrant valve box frames and covers are assumed to be replaced and adjusted to finished grade. The work under these pay items shall be performed only upon direct authorization from the City Engineer. The amount paid for adjusting structures to final grade during the course of this contract may vary from nothing to an amount exceeding the assumed quantities. Final payment will be based on the work actually performed as approved by the Engineer and will not be subject to the provisions of Section 4-1.03B, “Increased or Decreased Quantities”, of the Standard Specifications.

Also, for bidding purposes, 122 ACWD valve boxes are assumed to be replaced and adjusted to finished grade, 79 USD manhole and 22 USD riser frames and covers are assumed to be adjusted to finished grade on this project. The work under these pay items shall be performed only upon direct authorization from the ACWD, USD and the City Engineer. The amount paid for adjusting structures to final grade during the course of this contract may vary from nothing to an amount exceeding the assumed quantities. Final payment will be based on the work actually performed as approved by ACWD, USD and the Engineer and will not be subject to the provisions of Section 4-1.03B, “Increased or Decreased Quantities”, of the Standard Specifications.

The contract unit price per each for REPLACE MONUMENT BOX COVER, REPLACE &

ADJUST MONUMENT BOX COVER, ADJUST STORM DRAIN MANHOLE FRAME AND

COVER, REPLACE & ADJUST ACWD FIRE HYDRANT VALVE BOX COVER, REPLACE AND ADJUST ACWD VALVE BOX COVER, ADJUST USD MANHOLE COVER, and ADJUST USD RISER COVER shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in traffic controlling, referencing, locating (unburying), protecting in-place or pre-lowering, installing and removing temporary covers, replacing/adjusting existing facilities frames and covers to finished grade, asphalt concrete joint and surfacing sealing, restoring any damaged striping, as shown on the plans, as required by these Specifications and as directed by the Engineer, complete in place.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in removing any existing abandoned utility lines as required by these Specifications and as directed by the City shall be considered as included in the prices paid for the various contract items of work and no separate compensation will be made. 10-1.09 WATERING
Watering shall conform to the provisions in Section 17, “Watering,” of the Standard Specifications.

Nothing in this section shall be construed as relieving the Contractor from furnishing an adequate supply of water required for proper construction of this project in accordance with the Standard Specifications and these Specifications.

The Contractor shall, whenever possible and not in conflict with the above requirements, minimize the use of water during construction of the project. Watering equipment shall be kept in good

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 working order; water leaks shall be repaired promptly; and equipment washing, except when necessary for safety, shall be discouraged.

GENERAL
The Contractor shall be responsible for laying out all work on this project using accepted surveying practices. The Contractor shall establish lines, control points, and elevations to set lines and grades as needed to establish and maintain horizontal and vertical alignments of existing roadways, curb and gutter. The Contractor shall check location and grade of every element as the work progresses.

The Contractor shall notify the Engineer when deviations from required lines and grades are identified. The Contractor shall be responsible for placing newly overlaid asphalt concrete such that the new pavement surface drains properly and meets the most recent Americans with Disabilities Act requirements. No ponding of more than 1/2” will be allowed.

COMPENSATION
Full compensation for survey staking will be considered as included in the prices for the various contract work items of work, and no additional compensation will be made. 10-1.11 ASPHALT CONCRETE GRINDING

GENERAL
The Contractor shall not schedule any asphalt concrete grinding work on the same day as patch paving work or asphalt concrete paving work.

Existing asphalt concrete shall be ground either for wedge/conform grinding or for full street width (curb to curb) grinding per the grinding details shown on the Plans, in accordance to these Specifications, and as directed by the Engineer.

The grinding machine shall be equipped with a cutter head of at least 30” in width and shall be operated so as not to produce fumes or smoke. The grinding machine shall be capable of grinding the pavement without requiring the use of a heating device to soften the pavement during or prior to the grinding operation.

For wedge grinding, existing asphalt concrete shall be planed longitudinally and parallel to the direction of traffic from gutter lip to a minimum of 6’ (six feet) wide on both sides of those streets listed for wedge grinding prior to applying asphalt concrete overlay. The depth of grinding at gutter lip shall be a minimum of 0.125’ and a maximum of 0.20’ or directed by the Engineer. The wedge grinding shall be reduced to zero at a minimum of 6’ (six feet) from lip of gutter. The removal crew shall follow within 50 feet of the planer, unless otherwise permitted by the Engineer.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Conform grinding will be necessary at side streets, and at the beginning and ending of each street section such that the final asphalt surface provides a smooth transition to the adjacent existing surface. Conform grinding shall be minimum twenty feet (20’) wide or as directed by the Engineer.

All pavement grinding limits and depths shown on the Plans are approximate and shall be verified in the field with the Engineer prior to the start of work. The depth of cut shall be measured from the existing lip of gutter, and no additional payment will be made for grinding of material above the existing lip of gutter. The actual depth of material removed will vary due to previous paving projects. The Contractor shall remove all material necessary to achieve a uniform surface conforming to the typical cross sections. The outside lines of the ground area shall be neat and uniform. Asphalt concrete grinding operations shall be performed without damage to existing adjacent surfaces and structures to remain in place. Any existing pavement to remain in place which is disturbed or becomes loose by the grinding operation shall be trimmed back and replaced with additional asphalt concrete at no additional cost to the City.

The Contractor shall be responsible for all damage to the grinding machine caused by hitting any hidden objects during the grinding operation. In addition, the Contractor shall be responsible for the cost of repairing any facility that is damaged by the grinding machine, and no extension of time or additional compensation will be granted due to delays caused by damaged grinding machine.

Ground widths of pavement shall be continuous except for intersections at cross streets where the grinding shall be carried around the corners and through conform lines as shown on the plans and as directed by the Engineer. Following grinding operations, a longitudinal drop-off of more than 1-1/2 inches will not be allowed at any time between adjacent lanes open to public traffic.

The material ground from the roadway surface and remnants or slivers of existing asphalt concrete, including material deposited in existing gutters, driveways, around structures, on the landscape areas, or on the adjacent traveled way, shall be immediately removed and disposed of outside the highway right-of-way in accordance with the provisions of Section 7-1.13, “Disposal of Material Outside the Highway Right-of-Way,” of the Standard Specifications. Removal of this material shall be considered as included in this item of work and no additional compensation will be allowed. Removal operation of ground material shall be concurrent with grinding operations and shall follow within 250 feet of the grinder, unless otherwise directed by the Engineer.

During grinding activities, the Contractor shall furnish and operate a minimum of two (2) selfloading motor sweepers with spray nozzles and a water truck for final clean-up work and shall keep the ground areas, including existing gutters and adjacent travel ways, cleaned at all times until the streets have been resurfaced. The Contractor shall minimize airborne dust from grind activities pursuant to Section 10-1.07 “Dust Control”.

The existing material to be removed from the roadway may not be recyclable or reusable due to the existing asphalt concrete pavement potentially containing pavement reinforcing fabric from previous concrete overlays. No additional compensation will be allowed to the Contractor if the removed material is not recyclable or reusable.

After grinding is completed and loose pavement fabric is determined to exist, the Contractor shall be responsible for performing any additional work that is necessary to completely remove any loose fabric from the pavement section prior to paving at no additional cost to the City. If

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 pavement fabric substantially hinders the progress of the grinding as determined by the Engineer, the Contractor will be allowed an extension of time to accomplish the grinding operations.

However, no additional compensation for grinding asphalt concrete will be provided to the Contractor due to the presence of pavement fabric in the sections to be ground in accordance to the Plans and these Specifications.

When the entire existing pavement section and any underlying material are removed, prior to paving, the remaining surface material shall be compacted to 95% if the remaining material is aggregate base or sub-base materials and 90% if subgrade materials. After compaction, any low areas shall be brought to final grade for paving by placement, fine grading, and compaction of aggregate base to minimum 95% compaction at the Contractor’s expense.

Following grinding operations, no drop-off greater than 1-1/2 inches shall remain between the existing pavement and the ground area or between adjacent lanes when the street is re-opened to public traffic. If asphalt concrete has not been placed to the level of existing pavement before the street is opened to public traffic, a temporary asphalt concrete taper shall be constructed where joints are ground and are to be opened to traffic. Asphalt concrete for temporary tapers shall be of commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. The Contractor shall have the option of tapering the grinding minimum 12” away from the edges of all existing structures, then use jack hammer to remove the remaining asphalt concrete around the structures on the paving day before paving to the structures; providing asphalt concrete tapers with a slope of 1:12 (Vertical:Horizontal) around the structures; or installing approved temporary pre-fabricated rubber safety rings. Along longitudinal edges adjacent to lanes open to traffic, the asphalt concrete taper slope shall be 1:4 (Vertical:Horizontal). At transverse conform edges, asphalt concrete tapers shall be placed to the level of the existing pavement and tapered on a minimum slope of 1:30 (Vertical:Horizontal) or flatter, as determined by the Engineer depending on the speed of traffic, to the level of the ground area. At all times, the Contractor shall be responsible for maintaining temporary tapers such that the proper minimum slope is provided at all conform edges. Temporary asphalt concrete tapers shall be completely removed, including the removal of all loose material from the underlying surface, prior to placing the permanent surfacing. The removed material shall be disposed of outside the highway right-of-way in accordance with the provisions of Section 7-1.13, “Disposal of Material Outside the Highway Right-of-Way,” of the Standard Specifications.

If the Contractor elects to not grind full depth at transverse joints at the ends of street sections and at intersecting streets, instead tapering the grind from full-depth to the existing pavement surface at the slope of 1:30 or flatter, then placement of temporary asphalt taper will not be required.

However, the Contractor shall return with the grinder the day of the overlay and complete the grinding to the full overlay depth required. No additional compensation will be allowed for bringing back the grinder on a different day to complete the grinding operation. Also, grinding the street section in stages will not alter the timing requirement below.

Operations shall be scheduled such that no more four (4) working days shall elapse between the time when the street is first planed and the permanent surfacing is placed. The Contractor shall pay the City liquidated damaged in the amount of $2,500 per day per location for each day beyond four (4) working days during which permanent surface is not replaced to final grade.

Special Requirements for Equipment Use over Unsuitable Material Areas The majority of underlying soil on this project is soft silty clay material. Subject to prequalifications and routing requirements, the Contractor may select the equipment and procedures

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 he/she deems most appropriate for the prosecution and completion of the Work in conformance with the requirements of the Contract documents; provided however, that the equipment and procedures selected shall not be such as to cause damage to the underlying soils in the project area, and shall demonstrate compliance with said requirements and the intent of the Work.

If, in the opinion of the Engineer, the equipment or procedures selected by the Contractor are detrimental to the intent of the Work and will cause damage to the underlying soils, the Contractor shall modify his/her procedures of his equipment to the meet the approval of the Engineer at no additional cost to the City.

Equipment will be evaluated on the basis of its performance and suitability for completing the Work within the intent of the Specifications and without damage to the underlying soils. The Engineer may, at any time, upon verbal or written notice to the Contractor, exclude any vehicles or equipment which does not comply with the Engineer’s requirement.

Equipment shall be routed to preclude pumping, subgrade damage, and/or damage to adjacent existing pavement. Where, in the opinion of the Engineer, pumping and wearing have progressed to an extent where damage to subgrade has occurred as evidenced by distortion of surface, rutting or appearance at the surface of underlying undesiccated soils, the Contractor shall perform subgrade repair as follows at no additional cost to the City:

A. Excavate damage areas to the extent directed by the Engineer.

B. Backfill and compact the excavation with material as defined in this section of these Specifications, and asphalt concrete of the thickness as specified for the street.

Where, in the opinion of the Engineer, damage to the adjacent existing pavement has been caused by the Contractor’s choice of equipment, the damaged pavement shall be replaced at no additional cost to the City.

COMPENSATION
ASPHALT CONCRETE WEDGE/CONFORM GRINDING and ASPHALT CONCRETE FULL WIDTH GRINDING will be measured by the linear foot and by the square foot, respectively. The quantities to be paid for will be the actual roadway surfaces areas that are ground, irrespective of the number of passes required to obtain the required depths and widths as measured from existing lip of gutter. Adjustments in grinding depth of up to +½” required to achieve the results specified herein will be considered as included in the contract unit price and no additional compensation will be made; and the provisions of Section 4-1.03B, Increase or Decreased Quantities of the Standard Specifications shall not apply to such adjustments of + ½” or less.

When a combination of asphalt concrete wedge/conform grinding and full width grinding are used on a street, all the grinding work on that street shall be paid per square foot for ASPHALT CONCRETE FULL WIDTH GRINDING, and no additional payment will be made.

The contract unit price per linear foot and per square foot, respectively, for ASPHALT CONCRETE WEDGE/CONFORM GRINDING, and ASPHALT CONCRETE FULL WIDTH GRINDING shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in grinding asphalt concrete surfacing, and disposing of all excavated material including previously placed pavement reinforcing fabric and

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 organic materials, as shown on the plans, as required by these Specifications, and as directed by the Engineer, complete in place, and no additional payment will be made.

Full compensation for furnishing asphalt concrete material, placement, maintaining, removal and disposal of temporary tapers shall be considered included in the contract price paid per linear foot or per square foot for ASPHALT CONCRETE WEDGE/CONFORM GRINDING, and ASPHALT CONCRETE FULL WIDTH GRINDING, and no separate payment will be made.

The amount paid for ASPHALT CONCRETE WEDGE/CONFORM GRINDING, and ASPHALT CONCRETE FULL WIDTH GRINDING, during the course of this contract may vary from nothing to an amount exceeding the assumed quantities. Final payment will be based on the work actually performed as approved by the City Engineer and will not be subject to the provisions of Section 4-1.03B, “Increased or Decreased Quantities,” of the Standard Specifications.

Payment under this section does not apply to areas not designated on the plans for grinding where the Contractor may choose to use grinding as a method for removal and excavation of existing asphalt concrete and aggregate base material, in which case the work is paid for as PATCH PAVING.
10-1.12 PATCH PAVING

GENERAL
The Contractor shall not schedule any patch paving work on the same day with asphalt concrete grinding or asphalt concrete paving work.

This work shall consist of the removal of existing pavement materials and any underlying material to the depth specified on the Plans, and replacement with compacted asphalt concrete at the locations and to the dimensions shown on the Plans and as directed by the Engineer. There is patch paving being performed on streets due to the intrusion of tree roots into the street travel way which has resulted in heaving of the existing pavement. Therefore, the grinding required to remove existing asphalt and aggregate base in these areas will contain substantial amounts of tree roots. The City reserves the right to add patch paving work at various locations throughout the City as directed by the Engineer.

MATERIALS
Asphalt Concrete
Asphalt concrete shall be Type A, and shall conform to the provisions in Section 39, “Asphalt Concrete,” of the Standard Specifications and these Specifications.

The grade of asphalt binder to be used shall be Performance graded asphalt PG 64-10 conforming to the requirements of Section 92, “Asphalts,” of the Standard Specifications.

Asphalt concrete aggregates for surface courses shall meet the full requirements of Section 39-

2.02 of the Standard Specifications for Type “A” ½” maximum medium grading for all public travel ways. Aggregates for base courses shall meet the requirements for Type “A” ¾” maximum, medium grading. With prior approval by Engineer, the Contractor may be allowed to use Type “A” ¾”maximum, medium grading for the full depth of the patch. The amount of asphalt binder to be mixed with aggregate shall be such that the air void content of the resulting asphalt concrete

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 shall be not less than 3% nor more than 5%. Stabilimeter value as determined by California test method no. 304 shall be 38 minimum.

The thickness of the asphalt shall be as indicated on the plans or as directed by the Engineer.

Asphalt concrete shall be placed in lifts conforming to Section 39-6.01 of the Standard Specifications. The asphalt concrete shall be placed and compacted to ninety five percent (95%) relative compaction and shall meet the elevation of the existing pavement contour. Areas inaccessible to rollers shall be compacted by use of a power compactor of high impact, vibrating plate type, or double drum roller walk behind type, capable of attaining the same compaction as the rolled areas.

The Contractor shall have the option of placing a maximum allowable compacted thickness of

0.40’ for the first asphalt concrete base course with a motor grader (blade) or with a paving machine. The final lift shall be at least two (2) inches and shall be done only with a paving machine.

Paint Binder (Tack Oil)
Paint binder shall be applied in advance of the paving operation to all vertical surfaces of existing pavement, curbs, gutters, structures, and construction joints in the surfacing against which additional material is to be placed; to horizontal surfaces of all asphalt concrete pavement, and between all lifts of asphalt concrete regardless of the time delay between lifts.

Emulsified asphalt for use as a paint binder shall be Mixing Type Emulsion Grade SS-lh. Paint binder shall be provided in sufficient quantity to produce a thin, uniform black, glossy coat of asphalt. The rate of paint binder or fog seal application shall be 0.05 to 0.15 gallons per square yard.

The area to which paint binder or fog seal has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder or seal material onto existing pavement surfaces beyond the limits of construction.

Prime Coat
Prime coat (not tack coat), that allows higher spread rate of emulsion, shall be applied on top of the untreated rocks prior to placing the first lift of asphalt concrete.

Prime coat shall be a slow-setting asphaltic emulsion. The spread rate of prime coat application shall be 0.15 to 0.40 gallons per square yard.

Areas receiving prime coat shall be closed to traffic. Tracking of prime coat onto pavement surfaces beyond the job site shall not be allowed.

Paving Joint and Surface Sealing
All new asphalt concrete paving joints between the patch paving asphalt concrete edges and the existing asphalt concrete pavementshall be sealed with hot-applied Type 1, cold-applied OverKote Crack Filler, or an approved equal crack sealing material which is compatible with the surface sealing material; and sand for moisture seal and appearance.

All asphalt concrete surfaces in patch paving areas, which are not on this year’s slurry seal project, shall be sealed with OverKote by Reed & Graham or an approved equal surface sealing material.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Aggregate base
If material is needed to fill voids, smooth the subgrade, or replace unsuitable material, on-site asphalt concrete grindings and/or aggregate base material salvaged from asphalt concrete grinding operations shall be used as aggregate base. On-site asphalt concrete grinding used as aggregate base shall be free of all deleterious materials, such as pavement reinforcing fabric. All compaction tests shall meet 95% minimum.

Asphalt concrete grindings and/or aggregate base material shall be removed from the grade concurrent with or immediately following the grinding operation and shall be stockpiled for future use. The Contractor shall use methods to handle the grindings to avoid contamination with other undesirable materials and to avoid segregation of the materials. If necessary, the Contractor shall re-mix the salvaged materials from the stockpile prior to using the material to bring the material into conformance with the Specifications.

CONSTRUCTION
Grade Tolerance
The surface of the grading plane at any point shall be within 0.5” of the grade established by the Engineer.

Existing Asphalt Concrete
Track propelled excavation equipment shall not be used on existing asphalt concrete pavement to remain in place.

Patch Paving
Quantities shown for patch paving on the Unit Price Schedule contained in these Specifications are approximate, based on preliminary measurements, and are marked in the field. The approximate number of patches on each street, based on preliminary measurements, is provided to assist in the bidding process. Prior to beginning any patch paving work, the Engineer and the Contractor shall mark out and record the dimensions for each patch at each location. The minimum width and length for any patch shall be 4’. Based on the preliminary measurements, patches will be of varying shapes and sizes. The City reserves the sole right to determine the sizes and shapes of the patches, subject to the 4’ minimum length/width. The horizontal dimensions of each patch shall not vary from the recorded dimensions unless directed by the Engineer. Each patch shall be excavated to the specified depth unless additional depth is directed by the Engineer. The contract pay quantity (cubic yards) for patch paving shall be calculated solely upon the agreed upon recorded dimensions determined prior to excavation. No compensation will be made to the Contractor for any patch paving performed outside the marked limits and/or at greater depths than specified unless any such increases are directed by the Engineer.

Prior to the start of the patch paving operations, the Contractor shall locate all utility lines, manholes, valves, and all like street furniture so that proper precautions may be taken not to damage such improvements. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damage resulting from work hereunder. The Contractor shall be responsible for the cost of repairing any facility that is damaged by the grinding machine and no extension of time or additional compensation will be granted due to delays caused by damaged grinding machine.

The Contractor shall remove existing asphalt concrete pavement by saw-cutting with a powerdriven saw or other acceptable means without damaging adjacent surfacing to remain in place.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Damage to pavement that is to remain in place shall be repaired to a condition satisfactory to the Engineer, or the damaged pavement shall be removed and replaced with new asphalt concrete if ordered by the Engineer. Repairing or removing and replacing pavement damaged outside the limits of pavement to be replaced shall be at the Contractor’s sole expense and will not be measured nor paid for. Areas of base material that are low as a result of excavation in excess of the specified depths shall be filled at the Contractor’s expense with compacted hot mix asphalt. If during any of the operations the Contractor damages a monument or manhole or other underground utility facility, the Contractor shall be responsible for the repair of those facilities including, but not limited to, replacing any monuments knocked off center point in accordance with the requirements of the Engineer. The Contractor shall return all facilities to their proper places at his/her sole expense. If an existing monument is damaged or disturbed by the Contractor’s operations, the Contractor shall bear the cost and responsibility for obtaining the services of a registered Surveyor or Civil Engineer to tie out the existing monument, remark, and reset the monument and filing the appropriate Corner Record pursuant to the requirements of State of California and Highway Code Section 8771, and shall provide a copy of all recorded documentation to the City prior to project acceptance.

Existing asphalt concrete surfacing and underlying base material removed during a work day shall be replaced to final grade before the lane is to be opened to public traffic as specified in Section 10-1.04, “Maintaining Traffic/Traffic Control”, of these Specifications. Any unfilled areas left open at the end of the workday will result in liquidated damages of $1,500 per day for each day for each location that is not filled. In addition, the Contractor shall, at his sole expense, cover any open areas with steel traffic plates and place asphalt concrete cutback material around the edges of the plates. The plates shall be spot welded together and pinned in an approved manner to the existing asphalt concrete surfacing.

Tree Roots Under Existing Asphalt Concrete Pavement
The Contractor shall be responsible for providing all the necessary excavation equipment and manual labor to expose all existing tree roots under existing asphalt concrete pavement that is to be removed. Asphalt concrete shall be removed to the specified depths without damaging, severing, or cutting existing roots, unless approved and directed by the City. The City will inspect and approve any root greater than 3-inch diameter and less than 12-inch from the tree trunk prior to root cutting. The Contractor shall remove and dispose all roots.

Unsuitable Material
Where unstable subgrade, as defined in Section 19-2.02, “Unsuitable Material” of the Standard Specifications, is encountered, it shall be excavated and removed to a minimum depth of 12” below the proposed asphalt concrete depth. Prior to backfilling and compacting the resulting space with new aggregate base material or on-site asphalt concrete grindings and/or aggregate base conforming to this section of these Specifications, the Contractor shall install City-provided pavement reinforcing fabric.

After completing the subgrade repair and prior to placing asphalt concrete on subgrade, the Contractor shall provide a loaded water truck to check the stability of the subgrade in the presence of the Engineer. The Engineer may order removal of unstable subgrade and any other material deemed unsuitable for any reason. At the direction of the Engineer any unstable subgrade shall be excavated and backfilled with asphalt concrete. Over excavation must be completed in the presence of the Engineer. Areas ordered to be removed may be varied in size and shape and may be required to be removed at a separate time than when initial subgrade is being made. The variable size and/or timing of unsuitable subgrade removal shall not be grounds for the Contractor to

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 request additional compensation other than that specified in this section of these Specifications.

When ordered by the Engineer, excavation and removal of material unsuitable for subgrade construction will be paid for at the contract unit prices per cubic yard for REPLACE UNSUITABLE MATERIAL, or PATCH PAVING (UNSUITABLE MATERIAL), if such removal can be accomplished using methods and equipment similar to that used by the Contractor for contract roadway excavation. In cases where unsuitable material is ordered removed from areas that require a substantially different method of removal and type of equipment used than that for contract roadway excavation, the Engineer may consider other compensation if the Contractor, prior to performing any such work, requests in writing that the removal and disposal of such unsuitable material be paid for as extra work as provided in Section 4-1.03D, “Extra Work,” of the Standard Specifications. Backfill of the resulting space shall be, at the sole discretion of the Engineer, either (1) asphalt concrete; or (2) aggregate base/asphalt concrete grinding, placed and compacted in accordance with appropriate sections of these Specifications. When placing asphalt concrete as backfill for unsuitable material, payment will be made at the contract unit price per cubic yard for PATCH PAVING (UNSUITABLE MATERIAL). When placing aggregate base/asphalt concrete grinding as backfill for unsuitable material, payment will be made at the contract unit price per cubic yard for REPLACE UNSUITABLE MATERIAL. Placement of material other than asphalt concrete or aggregate base/asphalt concrete grinding as backfill for unsuitable material, as directed by the Engineer, shall be paid for as extra work as provided in Section 4-1.03D, “Extra Work,” of the Standard Specifications.

Disposal of Materials
All excavated materials shall be become the property of the Contractor and be disposed of by the Contractor outside the right-of-way in accordance with the provisions of Section 7-1.13, “Disposal of Material Outside the Highway Right-of-Way,” of the Standard Specifications.

Relative Compaction
The material remaining in place, after removing surfacing and base to the required depth, shall be graded to a plane, watered, and compacted to ninety-five percent (95%) relative compaction if the material is aggregate base or aggregate subbase, and ninety (90%) if the material is native material subgrade. The finished surface of the remaining material shall not extend above the grade established by the Engineer.

EQUIPMENT
The bottom lift(s) of asphalt concrete may be placed by pneumatic-tired motor grader or skip loader conforming to Section 39-5.01 of the Standard Specifications. The top lift of asphalt concrete shall be placed with a paving machine or a spreader box, such as a “Layton Paver” or equivalent for patches greater than six feet in width as approved by the Engineer. The final lift of asphalt concrete for patches less than six feet in width may be placed by hand.

During patch paving operations, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles and a water truck for cleanup work and shall keep the work areas clean and maintained at all times.

COMPENSATION
The contract unit prices paid per cubic yard for PATCH PAVING shall include full compensation for furnishing all labor, materials (including tack oil and asphalt concrete), tools, equipment and

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 incidentals and for doing all the work involved, including but not limited to, traffic controlling, saw-cutting, grinding, exposing and cutting existing tree roots, hauling, disposing of all excavated material including previously placed pavement reinforcing fabric and organic materials, sweeping, furnishing and placing tack coat and prime coat, placing new asphalt concrete materials, asphalt concrete joint and surfacing sealing, complete-in-place, in areas as marked in the field by the Engineer, for any depths, as required by the Specifications, and as directed by the Engineer, and no separate payment will be made.

The contract unit prices paid per cubic yard for REPLACE UNSUITABLE MATERIAL (where the Engineer has order replacement using new aggregate base material or on-site asphalt concrete grindings and/or aggregate base) or for PATCH PAVING (UNSUITABLE MATERIAL) (where the Engineer has ordered replacement using asphalt concrete) shall include full compensation for, furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved, including but not limited to excavating, removing and disposing of unsuitable material outside the right-of-way; sweeping; furnishing new materials; backfilling; watering and compacting new subgrade material, complete-in-place, as shown on the plans, as required by the Specifications, and as directed by the Engineer, and no separate payment will be made.

For the purposes of bidding, 100 cubic yards are included on the Unit Price Schedule for REPLACE UNSUITABLE MATERIAL, and PATCH PAVING (UNSUITABLE MATERIAL).

The work under these pay items shall be performed only upon direct authorization from the City Engineer. Daily Extra Work Reports will be required for all work to be performed on this bid item.

The amount paid for PATCH PAVING, REPLACE UNSUITABLE MATERIAL, or PATCH PAVING (UNSUITABLE MATERIAL) during the course of this contract may vary from nothing to an amount exceeding the assumed quantities. Final payment will be based on the work actually performed as approved by the City Engineer and will not be subject to the provisions of Section 4-1.03B, “Increased or Decreased Quantities,” of the Standard Specifications. 10-1.13 TRAFFIC SIGNAL LOOP REPLACEMENT

GENERAL
Traffic signal loops within the project area, except as noted, are indicated on the Plans. Traffic signal loops damaged as a result of grinding at the specified depth shall be replaced by the Contractor at the respective contract unit prices for each type. Traffic signal loops damaged by the Contractor as a result of overgrinding or other operations shall be replaced at the Contractor’s expense and no additional compensation will be allowed.

The Contractor shall make arrangements to replace damaged loops detectors within seven (7) calendar days of their being damaged or removed. The Contractor shall be penalized $2,500 per day for each day the Contractor fails to replace a damaged loop beyond the seven-day period.

The Contractor shall install new traffic signal detector handholes as shown on the Plans, or as directed by the Engineer. Also, any existing traffic signal detector handhole damaged due to the Contractor's operations shall be replaced at the Contractor’s sole expense to the satisfaction of the Engineer.

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 The traffic signal loops included in the project scope are as follows: 1) 1 – Type D and 3 – Type E on westbound Edgewater Drive.

CONSTRUCTION
All traffic signal loop installations as shown on the Plans, or as directed by the Engineers shall be placed new, tested and approved by the City prior to placement of the final lift. A penalty of $1,500 per loop will be assessed for any detector loop installed after the final lift of new paving.

It shall be the contractor’s responsibility to identify and label as needed all detector lead-in cables prior to the pavement grinding operation in order to properly connect new loop detector wires to the existing or new detector lead-in cables.

All pull boxes shall be inspected and approved prior to pulling any conductors. The ends of all unused cables shall be sealed. The ends of all cables shall be sealed prior to being installed into the conduits.

The Contractor shall verify the size and percent fill of all stub outs. For all undersized, damaged, or missing stub outs, the Contractor shall install new.

Saw Cutting
The Contractor shall prevent any saw cutting debris from entering the storm drain system. It is recommended that dry cutting techniques or a saw cutter that vacuums cutting water and debris be used. If wet methods are used, the Contractor shall comply with the following guidelines:

1. During saw cutting, the Contractor shall cover or barricade storm water inlets using control measures such as filter fabric, straw bales, sand bags, sand dams, or other approved methods, to keep saw cutting slurry out of the storm drain system. The bermed area shall be of adequate size to collect all waste water and solids. When protecting a storm water inlet, the Contractor shall ensure that the entire opening is covered or barricaded.

2. Saw cutting slurry shall not be permitted to flow across shoulders or lanes occupied by public traffic, and shall be removed from pavement surface immediately.

3. The Contractor shall shovel, absorb, vacuum, or otherwise pick up saw cutting slurry prior to the end of the work day.

4. If saw cut slurry enters the storm drain system, the Contractor shall immediately notify the City of the illicit discharge. Any saw cut slurry entering the storm drain system shall be removed immediately by the Contractor.

Inductive loop detectors shall conform to the provisions in Section 86-5, “Detectors,” of the Standard Specifications and these Specifications. Loop detectors shall be Type A, B, C or E, as indicated on the plans, per ES-5B of the most current Standard Plans or as directed by the Engineer.

Loop wire shall be Type 2. Lead-in cable shall be Type B. All loop conductor connections shall be soldered. Loop detector conductors from individual loops shall be tagged in the pull box nearest to the loop. Detector lead-in cables shall be tagged at the terminal board in the controller cabinet.

Loop detector lead in cable shall be run continuously without splices from the detector termination pull box to the field terminals in the controller cabinet. At least three (3) feet of slack shall be provided for each conductor in pull boxes.

Identification shall be by T&B Ty-Rap Cable Ties; No. TY553M, or approved equal, fastened to the conductors in such a manner that they will not move along the conductors. The flags on the

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City of Newark, California FY2026 Annual AC Street Overlay Program, Project No.CIPA10005.FY2026 Ty-Rap shall be legibly marked with a Ty-Rap marking pen No. WT 163 M-1 (Black), or approved equal. All phase conductors and detector cables shall be labeled by phase designators in the pull boxes nearest their termination, and in the controller cabinet. Phase conductors shall be labeled with phase designation. Detector cables (street and sign) shall be labeled as appropriate. Spare conductors need not be labeled.

Splice insulation shall use insulation method “B” per the detail shown in ES-13A of the most current version of the Standard Plans. No splices are permitted in detector lead-in cables.

The ends of the tubing shall be sealed watertight at the same time the wire is placed in the slots.

Loop detectors shall consist of four (4) turns of conductor unless specified otherwise on the plans and except for Type “D” loops, which shall consist of five (5) turns of conductor.

The Engineer will verify all loop and home run locations as marked in the field by the Contractor prior to the Contractor cutting the loops or home runs.

The Contractor shall install all loops per the State Standard Plans or as otherwise specified on the plans. Loops shall be centered within traffic lanes unless otherwise specified. If any iron (manhole, valve, monument, etc.) is located within two (2) feet of the planned location for home runs, the Contractor shall contact the Engineer for an alternate location for the detector loop or home run prior to cutting any of the loops or home runs in the affected lane(s). The sealant for filling slots shall be Hot-Melt Rubberized Asphalt in conformance with Section 86-5.01 A (5) “Installation Details” of the State Standard Specifications.

If any part of the loop conductor, including the portion leading to the adjacent pull box, is damaged by the Contractor's operations, the entire series of detector loops shall be replaced at the Contractor’s expense. If any adjacent loop is damaged during such replacement, that loop shall also be replaced within five (5) calendar days.

The detector loops shall be tested for continuity and for insulation resistance (“resistance to ground”) by the Contractor in the adjacent pull box prior to connecting the detector lead-in cables.

All loop detectors shall be megged by the Contractor, in the presence of the Engineer, with an allowable minimum reading of 100 mega-ohms. Any loop detector not meeting the minimum reading shall be replaced at the Contractor’s expense and no additional compensation will be allowed.

Loop Testing and Acceptance – The Contractor shall test all individual loops and DLC for continuity, sensitivity and insulation resistance (“resistance to ground”). The Contractor shall test loop sensitivity with either an approved lightweight motorcycle or an Engineer-approved wind wand. The Contractor shall contact the Engineer to reset the loop detector amplifier and test before acceptance.

Traffic signal detector handholes shall conform to the details shown in the 2006 State Standard Plan ES-5D. All traffic signal detector handholes installed shall be Type A, Christy G5 DETECTOR Traffic Valve Box frame and cover.

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Newark City CouncilMay 28, 2026

Newark City Council
May 28, 2026