San Carlos City Council
April 11, 2022

1 CITY OF SAN CARLOS
City Council/Successor Agency to the
Redevelopment Agency/Housing Authority
Regular Meeting

April 11, 2022 7:00 P.M.

CONDUCTED REMOTELY
www.cityofsancarlos.org
AGENDA
In accordance with Assembly Bill 361, this meeting will be held by teleconference, and there will not be a physical location from which the public may attend. The public will have access to remotely observe the meeting and address the Council as outlined below.

Observe the Meeting Live:
- Zoom. https://us02web.zoom.us/j/88256140939; or call 1-669-900-9128 and enter the Meeting ID #: 882 5614 0939
- Meeting Webportal. www.sancarlosca.iqm2.com
- Local TV. Comcast Channel 27 and AT&T Uverse Channel 99

Provide Public Comments:

If you plan to make a public comment, please observe the meeting via Zoom (see above access information), and during the public comment period for the agenda item you wish to address, use the “raise hand” feature. If joining by phone, press *9 to “raise hand”.

MAYOR: Sara McDowell
COUNCIL: Ronald Collins, John Dugan, Laura Parmer-Lohan, Adam Rak

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE

3. CHANGES TO THE ORDER OF THE AGENDA

4. COUNCIL COMMUNICATIONS AND ANNOUNCEMENTS
Council Communications and Announcements are brief items from members of the City Council regarding upcoming events in the community and correspondence that they have received. They are informational in nature and no action will be taken on these items at this meeting.

2 5. PUBLIC COMMENT
Persons wishing to address the City Council on matters NOT on the posted agenda may do so.

Each speaker is limited to two minutes. If there are more than five individuals wi shing to speak during public comment, the Mayor may choose to allow the first five speakers to speak during this time, and the balance of the Public Comment speakers will be called upon at the end of the Council Meeting.

If the item you are speaking on is not listed on the agenda, please be advised that the City Council may briefly respond to statements made or questions posed as allowed under the Brown Act (Government Code Section 54954.2). The City Council's general policy is to refer items to staff for attention, or have a matter placed on a future City Council agenda for a more comprehensive action or report and formal public discussion and input at that time.

6. CONSENT CALENDAR
a. Motion to Waive Reading of All Ordinances.
b. Accept the Quarterly Reports from City Commissions and Boards. c. Declare a City Council Summer Recess and Authorize Cancellation of the July 11 and 25, 2022 City Council Meetings.
d. Adopt a Resolution Awarding the 2022 Sewer Lateral Replacement Project C1737-22; Authorizing the City Manager to Execute a Public Projects Agreement with Smelly Mel’s Plumbing, Inc. of South San Francisco in the Amount of $160,000; and Authorizing the Expenditure of a Contingency in the Amount of $75,000.
e. Adopt a Resolution Approving the Pl ans and Specifications and Authorizing a Call for Bids for the San Carlos Avenue Eucalyptus Tree Removal Project – Phase III C1722.

7. REPORTS TO COUNCIL
Reports to Council are updates on key City projects by City staff and City Council Subcommittees. They are informational in nature, and no action will be taken on these items at this meeting.
a. Receive a Report on the Eucalyptus Ave Holiday Celebrations Measures.

8. PUBLIC HEARING
a. Consideration of Introducing an Ordinance Amending San Carlos Municipal Code Chapter 18.18 - Landscaping, Replacing Sections 18.18.070 - Trees, and 18.41 - Terms and Definitions.

9. NEW BUSINESS
a. Consideration of Adopting a Resolution Declaring the Need for City Council and Commissions to Continue Conducting Meetings Remotely, Pursuant to Assembly Bill 361; and Consider Returning to In-Person Meetings Beginning May 9, 2022. 3 b. Receive a Presentation Introducing RRM Design Group, Consultants for the Downtown Specific Plan, and Consider the Composition of the Forthcomin g Downtown Advisory Committee and Direct Staff to Proceed with Recruitment.

10. AGENDA SETTING
Items discussed in this Agenda Setting Section will be considered by the Council for placing on a future agenda. No action will be taken on these items at this meeting.

a. Consideration of Agendizing an Item to Receive a Presentation on the Existing Trails Master Plan.

11. ADJOURNMENT

Any writings or documents provided to a majority of the City Council regarding any item on this agenda will be made available for public inspection upon request.

In compliance with the Americans with Disabilities Act and Title VI, if you need special assistance or translation services to participate in this meeting, please contact the City Clerk’s Office at (650) 802 -4222 or via email at [email protected]. Notification in advance of the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

CITY COUNCIL

STAFF REPORT

MEETING DATE: April 11, 2022

ITEM TITLE: Accept the Quarterly Reports from City Commissions and Boards.

RECOMMENDATION:

Staff recommends that the City Council a ccept the Quarterly Reports from the City’s Commissions and Boards.

FISCAL IMPLICATIONS:

None for this action.

BACKGROUND:

Since 2020, the City Council receives quarterly reports from each Commission and Board which include updates on activities and a member attendance report from the preceding period.

ANALYSIS:

Attached are the quarterly reports from the following Commissions and Boards for the period of January through March 2022:

- Economic Development Advisory Commission
- Museum of San Carlos History
- Parks, Recreation and Culture Commission
- Planning Commission
- Residential Design Review Committee
- San Mateo County Mosquito and Vector Control District - Transportation and Circulation Commission
- Youth Advisory Council

ALTERNATIVES:

The alternatives available to the City Council include:

1. Accept the Quarterly Reports from City Commissions and Boards; or

2. Do not accept the Quarterly Reports from City Commissions and Boards; or

3. Provide staff with alternative direction.

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2 Respectfully submitted by:

Crystal Mui,
City Clerk

Approved for submission by:

_________________________
Jeff Maltbie, City Manager

ATTACHMENT(S):

1. Economic Development Advisory Commission Q3 Report

2. Museum Q3 Report

3. Parks, Recreation and Culture Commission Q3 Report

4. Planning Commission Q3 Report

5. Residential Design Review Committee Q3 Report

6. SMC Mosquito & Vector Control Board Q3 Report

7. Transportation and Circulation Commission Q3 Report

8. Youth Advisory Council Q3 Report

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CITY OF SAN CARLOS

ECONOMIC DEVELOPMENT ADVISORY COMMISSION (EDAC)

QUARTERLY REPORT, JAN-MAR 2022
Commissioners
Don Mancini (Chair)
Pranita Ballback (Vice-Chair)
Chris Van Wert, Pranita Ballback, Mark Berger, Madhura Kumar, Sailesh Mehra, Anthony Kamm

Advisory
Al Savay, Community Development Director
Adam Aronson, Economic Development & Housing Manager
Cristian Padilla, Economic Development Coordinator
Sajuti Haque, Sr. Management Analyst

Meetings Summary

Over the last Quarter the EDAC held two meetings on January 25th, 2022 and March 22nd , 2022.

At the January meeting the EDAC received two presentations. The first presentation was from Mid-Peninsula Water District on Drought Conditions and Water Conservation.

The second presentation was from staff member Adam Aronson on possible Affordable Housing Inclusionary Ordinance Changes. The presentation included an overview on current inclusionary requirements, potential density bonus changes, and recommended changes. At the end of the presentation Adam Aronson asked the commissioners for feedback on updating the Affordable Housing Inclusionary Ordinance.

At the March meeting the EDAC received two presentations. The first presentation was from staff member Cristian Padilla on the City’s Wayfinding and Gateway Project. This presentation included an overview on the project history, design guidelines, current status, and a timeline on installation and competition.

The second presentation was from Advanced Planning staff members Lisa Porras and Megan Wooley-Ousdahl on The Downtown Specific Plan, The North East Side Plan, and the General Plan Update.

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Attachment: Economic Development Advisory Commission Q3 Report (Commission Quarterly Reports) Meeting Date
Don Mancini
(Chair) Chris Van Wert
Pranita Ballback
(Vice-Chair)
Anthony Kamm
(Appointed
10/11/21) Sailesh Mehra Madhura Kumar Mark Berger
7/27/2021 - C
8/24/2021 P U P E P P
9/28/2021 - C
Total Unexcused Absences 1st Quarter 0 1 - U 0 0 0 0 0
10/26/2021 P P P P P P P
11/23/2021 - C
12/28/2021 - C
Total Unexcused Absences 2nd Quarter 0 0 0 0 0 0 0
1/25/2022 P U P P P P P
2/22/2022 - C
3/22/2022 P U P P P P P
Total Unexcused Absences 3rd Quarter 0 2 - U 0 0 0 0 0
Total Unexcused Absences
This Fiscal Year 0 3 - U 0 0 0 0 0
P = Present
U = Unexcused Absence
E = Excused Absence
QA = Mtg canceled for lack of quorum, Commissioner wasn't able to attend QP = Mtg canceled for lack of quorum, Commissioner would have been able to attend C = Mtg Canceled for any reason other than lack of quorum City of San Carlos
Economic Development Advisory Commission Attendance Log Members are expected to attend all regularly scheduled meetings and should make every effort to do so. Such attendance ensures a steady flow of communication and keeps everyone abreast of current topics under discussion. Unexcused absences from three (3) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk. For those Commissions that are scheduled to meet less than once a month, unexcused absences from two (2) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk.

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Attachment: Economic Development Advisory Commission Q3 Report (Commission Quarterly Reports) Museum of San Carlos History
3rd Quarter Report to the San Carlos City Council

This report covers the time period from January 1 to March 31, 2022.

The Museum Board had two regularly scheduled meetings during this time period, January 10 and March 14. The meetings were held via Zoom and were attended by all Board members. The last meetings of the year will take place on May 9 and July 11. The July meeting is our reorganization meeting, review of the meeting schedule and Board goals for the 2022-23 year and the 2021-22 EOY Annual Budget and 2022-23 Proposed Annual Budget.

Attendance
• All three City representatives were present at the January and March meetings. • The Villagers, the Museum docent group, held a meeting via Zoom January 6, 2022. All Museum Board members attended that meeting as well.

Activities & More
• The Museum remained closed to the public during the month of January due to the COVID variant Omicron outbreak.
• The Museum reopened in February and has been open to the public since then every Saturday from 1 to 4pm. • The number of visitors weekly this winter has been down since before the holidays. • A 100th year, Centennial, celebration committee has been established to determine the Museum’s contribution to the City celebration. The committee met on January 5, February 16 and March 14. The next meeting is April 20. The committee is narrowing down the list of special exhibits for the celebration. • The Museum debuted puzzles as a fundraiser at the end of the 2021 year. They were a huge hit and we completely ran out of the Train Depot puzzles! More Train Depot puzzles were ordered and the Marketing Committee, led by Vice President John Durkin, is evaluating additional artwork for a spring/summer puzzle order.
• The Museum continues to grow its profile on social media to increase visitors, advertise pop up shopping and Museum field trip opportunities.
• All Arroyo 4th graders have visited the Museum and Mariposa students will be visiting before the end of the year.
• The Museum hosted the Cub Scout troop from Heather School March 22 evening. • Workdays were held January 20, February 3, and March 4 to continue to ensure a correct inventory. The next workday is April 7.
• The Museum Board and Villagers are in the process of preserving our oldest newspapers. • In 2021the Museum loaned items of interest to the Alexandria Building. The Board was invited to tour the Alexandria Building and lunch on March 31.

The next report will be submitted at the end of June, 2022.

Respectfully Submitted by,
Molly Barton
MoSH Secretary
03/29/2022

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Attachment: Museum Q3 Report (Commission Quarterly Reports) Meeting Date Molly Barton Gordon Burton John Durkin
7/13/2021 P P P
8/10/2021 P P P
9/14/2021 P P P
Total Unexcused Absences 1st
Quarter 0 0 0
11/8/2021 P P P
Total Unexcused Absences 2nd
Quarter 0 0 0
1/10/2022 P P P
3/14/2022 P P P
Total Unexcused Absences 3rd
Quarter 0 0 0
Total Unexcused Absences
This Fiscal Year 0 0 0
P = Present
U = Unexcused Absence
E = Excused Absence
QA = Mtg canceled for lack of quorum, Commissioner wasn't able to attend QP = Mtg canceled for lack of quorum, Commissioner would have been able to attend C = Mtg Canceled for any reason other than lack of quorum City of San Carlos
Museum of San Carlos History Attendance Report
Members are expected to attend all regularly scheduled meetings and should make every effort to do so. Such attendance ensures a steady flow of communication and keeps everyone abreast of current topics under discussion. Unexcused absences from three (3) consecutive Regular Meetings, will result in that Commission member’s seat being declared vacant by the City Clerk. For those Commissions that are scheduled to meet less than once a month, unexcused absences from (2) consecutive Regular Meetings will result in that Commission member’s seat being declared vacant by the City Clerk.

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Attachment: Museum Q3 Report (Commission Quarterly Reports) Parks, Recreation & Culture Commission
Third Quarter for FY 2022
January – March 2022

The Parks, Recreation & Culture Commission met once during the third quarter of FY 2022, on February 2, 2022 via Zoom.

• Commissioners received an update on the San Carlos Museum of History Board by Commissioner John Durkin.
• Commissioners received a presentation on Special Interest Classes. • Commissioners received a presentation on Parks Maintenance. • Commissioners accepted the Parks, Recreation & Culture Commission 2022 meeting calendar. • Commissioners received updates on CIP projects, including the completion of the Burton Park Batting Cages and the Chilton Park Improvements, lights at Burton Park Flanagan Field and Highlands Park Stadium Field, as well as updates on the Parks & Recreation programs and services.

Attendance: All commissioners were in attendance at the February 2, 2022 meeting.

Please see attached PRC Commission Attendance Log.

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Attachment: Parks, Recreation and Culture Commission Q3 Report (Commission Quarterly Reports) Meeting Date John Durkin Cecile Lee Mark Maxwell Stacy Cooper Dent Tony Chao* 8/11/2021 P P P E P
Total Unexcused
Absences
1st Quarter 0 0 0 0 0
10/6/2021 P E P P P
12/8/2021 P P P E P
Total Unexcused
Absences
2nd Quarter 0 0 0 0 0
2/2/2022 P P P P P
Total Unexcused
Absences
3rd Quarter 0 0 0 0 0
Total Unexcused
Absences
This Fiscal Year 0 0 0 0 0
*Chao (alternate) joined 8/11/21. Became a regular member at 10/6/21 meeting.

P = Present
U = Unexcused Absence
E = Excused Absence
QA = Mtg canceled for lack of quorum, Commissioner wasn't able to attend QP = Mtg canceled for lack of quorum, Commissioner would have been able to attend C = Mtg Canceled for any reason other than lack of quorum City of San Carlos
Parks, Recreation and Culture Commission Attendance Log Members are expected to attend all regularly scheduled meetings and should make every effort to do so. Such attendance ensures a steady flow of communication and keeps everyone abreast of current topics under discussion. Unexcused absences from three (3) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk. For those Commissions that are scheduled to meet less than once a month, unexcused absences from two (2) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk.

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Attachment: Parks, Recreation and Culture Commission Q3 Report (Commission Quarterly Reports)

Planning Commission
Q3 Quarterly Reports
January – March 2022

Summary of Accomplishments

The Planning Commission held 6 meetings in the 3
rd quarter of FY 2022 and addressed
the following items:

1. January 12, 2022: Received a presentation, made comments, and solicited public input on the potential environmental effects that should be evaluated as a part of the Environmental Impact Report (EIR) for the Focused General Plan Update:

Housing, Land Use, Environmental Safety Elements and Accompanying Z oning Ordinance Amendments.

2. January 18, 2022: Received a presentation and made comments on the scope of the Environmental Impact Report for the proposed hotel development at 501 Industrial Road.

3. February 7, 2022: Received presentations and made comments regarding an update on Senate Bill 9 (SB 9) Urgency Ordinance and an update on the Protected Tree Ordinance. This was a joint meeting with the Residential Design Review Committee.

4. February 22, 2022: Adopted a Resolution for approval of the Mitigated Negative Declaration associated with the proposed installation of a new LED billboard at 611 Industrial Road, based on the findings and for the reasons incorporated in the prepared Initial Study/Mitigated Negative Declaration and staff repor t. Approved the Design Review associated with the proposed installation of a new LED billboard at 611 Industrial Road, based on the findings and for the reasons incorporated in the staff report and as conditioned in the Design Review Certificate.

5. March 7, 2022: Adopted a Resolution approving the updated Sign Program for the two commercial buildings 7 and 8 in the San Carlos Transit Village Mixed Use Project including the requested fourth wall sign.

6. March 21, 2022: Approved a Conditional Use Permit to operate a Large- Scale Commercial Entertainment and Recreation Use and the Transportation Demand Management (TDM) Plan at 380 Industrial Road, based on the findings and for the reasons incorporated in the Staff Report, and as conditioned in the Conditional Use Permit.

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Attachment: Planning Commission Q3 Report (Commission Quarterly Reports)

Adopted a Resolution that the City Council introduce the Protected Tree Ordinance to fully replace San Carlos Municipal Code Section 18.18.070, Trees, and amendments to 18.41 Terms and Definitions, and also recomme nded that City Council consider a related fee resolution including a financial hardship waiver for financially stressed residents regarding these sections of the Municipal Code.

Accepted s taff’s recommendation to remove redwood trees from the preferred replacement list. Recommended that City Council emphasize process efficiency to keep fees to homeowners as low as possible.

Received a presentation and made comments on the City of San Carlos’ 2021 Housing Element Annual Progress Report.

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Attachment: Planning Commission Q3 Report (Commission Quarterly Reports) Meeting Date Don Bradley Kristen Clements Ellen Garvey Jim Iacaponi David Roof 7/6/2021 P P P P P
7/14/21 - Special Mtg. P P P P P
7/19/2021 P P P P P
8/2/2021 - C P P P P
8/16/2021 P P P P P
8/25/2021 - Special Mtg. P P P P P
9/7/2021 P P P P P
9/20/2021 - C
Total Unexcused Absences
1st Quarter 0 0 0 0 0
10/4/2021 P P P P P
10/18/2021 P P P P P
11/1/2021 - C
11/15/2021 P P P P P
12/6/2021 P P P P P
12/20/2021 P E P P P
Total Unexcused Absences
2nd Quarter 0 0 0 0 0
1/3/2022 - C
1/12/2022 - Special Mtg. P P P P P
1/18/2022 P P P P P
2/7/2022 - Special Mtg. P P P P P
2/22/2022 P P E P P
3/7/2022 P E P P P
3/21/2022 P P P E P
Total Unexcused Absences
3rd Quarter 0 0 0 0 0
Total Unexcused Absences
This Fiscal Year 0 0 0 0 0
P = Present
U = Unexcused Absence
E = Excused Absence
QA = Mtg canceled for lack of quorum, Commissioner wasn't able to attend QP = Mtg canceled for lack of quorum, Commissioner would have been able to attend C = Mtg Canceled for any reason other than lack of quorum City of San Carlos
Planning Commission Attendance Log
Members are expected to attend all regularly scheduled meetings and should make every effort to do so. Such attendance ensures a steady flow of communication and keeps everyone abreast of current topics under discussion. Unexcused absences from three (3) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk. For those Commissions that are scheduled to meet less than once a month, unexcused absences from two (2) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk.

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Attachment: Planning Commission Q3 Report (Commission Quarterly Reports) 1 Residential Design Review Committee (RDRC)
Q3 Quarterly Report
January 1, 2022 – March 31, 2022

Summary of Accomplishments

The RDRC held six public hearings in the 3rd quarter of FY 2021-22 and took the following actions:

A. Approvals: Ten (10) applications: Four (4) new residences and six (6) additions

Address Description Total square
footage of
residence (s.f.)
1377 Geneva Avenue New two-story residence 2,513 s.f. 131 Alberta Avenue Addition 3,211 s.f.
81 Cedar Street Addition 3,088 s.f.
166 Belvedere Avenue New two-story residence 3,958 s.f. 1110 Hudson Court Addition 3,941 s.f.
124 Plymouth Drive Addition 3,212 s.f.
2072 St. Francis Way Addition 3,596 s.f.
23 Tasker Lane New two-story residence 5,002 s.f.
1318 Pebble Drive Addition 3,204 s.f.
183 Ruby Avenue New two-story residence 3,252 s.f.

B. Other: One Joint Hearing with the Planning Commission regarding updates on the SB-9 Urgency Ordinance and the Protected Tree Ordinance

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Attachment: Residential Design Review Committee Q3 Report (Commission Quarterly Reports) Meeting Date Don Bradley* Ellen Garvey* Eugene Sakai Hae Young Datwani Jim Iacoponi, Alternate 7/6/2021 P N/A P P N/A
7/13/2021 P P P P N/A
7/19/2021 N/A P P P N/A
8/2/2021 N/A P P P N/A
9/7/2021 N/A P P P N/A
9/20/2021 N/A P P P N/A
Total Unexcused Absences
1st Quarter 0 0 0 0 0
10/4/2021 N/A P P P N/A
10/18/2021 - C N/A C C C N/A
11/1/2021 N/A P P P P
11/15/2021 N/A P P P N/A
12/6/2021 N/A P P P N/A
12/20/2021 N/A P P P N/A
Total Unexcused Absences
2nd Quarter 0 0 0 0 0
1/3/2022 - C N/A C C C N/A
1/18/2022 N/A P P P N/A
2/7/2022 N/A P P P N/A
2/22/2022 N/A E P U P
3/7/2022 N/A P P P N/A
3/21/2022 N/A P P P N/A
Total Unexcused Absences
3rd Quarter 0 0 0 1-U 0
Total Unexcused Absences
This Fiscal Year 0 0 0 1-U 0
* Ellen Garvey was nominated by the Planning Commission on July 6, 2021 to succeed Don Bradley on the RDRC.

P = Present
U = Unexcused Absence
E = Excused Absence
QA = Mtg canceled for lack of quorum, Commissioner wasn't able to attend QP = Mtg canceled for lack of quorum, Commissioner would have been able to attend C = Mtg Canceled for any reason other than lack of quorum City of San Carlos
Residential Design Review Committee
Members are expected to attend all regularly scheduled meetings and should make every effort to do so. Such attendance ensures a steady flow of communication and keeps everyone abreast of current topics under discussion. Unexcused absences from three (3) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk. For those Commissions that are scheduled to meet less than once a month, unexcused absences from two (2) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk.

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Attachment: Residential Design Review Committee Q3 Report (Commission Quarterly Reports)

Dear Ms. Mui,
Ross Graves has been an active and contributing member of the Board of Trustees and his input has been extremely valuable. His participation on the Ad Hoc Real Estate Committee is irreplaceable.

Attendance Records for Ross Graves, Trustee Appointed by San Carlos

Board meeting participation during this period
1 /12/2022 Board Meeting (Ross Graves attended)
2/9/2022 Board Meeting (Ross Graves attended)
3/9/2022 Board Meeting (Ross Graves attended)

Committee Participation
Meetings of the Ad Hoc Real Estate Committee
No Meetings.

MAJOR ACTIVITIES OF THE BOARD OF TRUSTEES FOR PERIOD January through March 2022

 Approve Resolution 01-2022, authorizing continued remote teleconference meeting.  Approve Minutes for, November 2021.
 Approve pressure washer purchase from Hotsy Pacific.
 Approve financial reports for FY2020-21 as of October 31, 2021, and of November 30, 2021.  Approve minutes of January 12, 2022.
 Approve Resolution 02-2022, authorizing continued remote teleconference.  Approve financial reports for FY2021-22 as of December 31, 2021.  Approve the long term capital improvement plan.

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Attachment: SMC Mosquito & Vector Control Board Q3 Report (Commission Quarterly Reports) 1 San Carlos Transportation and Circulation Commission
Report Jan – Mar 2022

Commissioners:

Sandra Nierenberg, Chairperson
Matt Baker
William Fairclough
Nishant Garg
Leeron Morad

January 18, 2022
Public Works Director Steven Machida presented a draft of the sidewalk obstruction letter for the Commission’s review. Commissioner Fairclough expressed support for the letter, and suggested that it also encourage residents to park in their driveway in addition to their garage.

Chair Nierenberg and Commissioners Garg and Baker also approved of the letter, and suggested making it clear that parking on the sidewalk is illegal.

Senior Engineer Vatsal Patel spoke about the status of several projects that staff is working on this year including: pavement rehabilitation, traffic and transportation improvements, sidewalk repair, the Alameda de las Pulgas Landslide Repair Project, and the San Carlos Avenue Phase 3 Project.

February 15, 2022
This meeting was cancelled because the Commission failed to achieve quorum.

March 15, 2022
Director Machida presented on the petition from the GESC Neighborhood to partially close the streets to through traffic using water barriers. Fire Chief Dave Pucci expressed concern about the water walls blocking access to fire hydrants, and said that narrowing the evacuation routes can be problematic when responding to structure fires, hazards, and medical emergencies.

Chief Pucci said that a structure fire requires five trucks, battalion chiefs, and a ladder truck.

Police Captain Kristina Bell spoke about the issues with increased enforcement of traffic because of the barriers. She said police cars need access for emergencies like fire trucks. She also expressed concern that the public will have higher expectations of traffic enforcement in that area.

Chair Nierenberg asked if mountable curbs as used in Redwood City could be considered in place of water barriers. Chief Pucci said that mountable curbs are a better option, but also don’t deter regular traffic as well. Director Machida concurred and said that the curbs also require a great deal of maintenance.

Resident Dimitri Vandellos presented on the history of the GESC Neighborhood petition. He spoke about the Alexandria campus and other developments causing more cut through traffic in the neighborhood. Resident Scot Marsters said that the streets are 14 ft. wide and require vehicles to pull over to let other cars pass.

Senior Engineer Vatsal Patel provided a presentation on traffic striping and pavement marking improvements at the following intersections: Club Drive at San Carlos Avenue, Brittan Avenue at Old County Road and El Camino Real, and Howard Avenue at El Camino Real.

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Attachment: Transportation and Circulation Commission Q3 Report (Commission Quarterly Reports) Meeting Date Matt Baker William Fairclough Nishant Garg Leeron Morad Sandra Nierenberg 7/20/2021 E P P P P
8/17/2021 - C
8/25/2021 - Special Joint Meeting P P E P P
9/21/2021 P P E P P
Total Unexcused Absences 1st Quarter 0 0 0 0 0
10/19/2021 P P P P P
11/16/2021 U P U P P
12/21/2021 - C
Total Unexcused Absences 2nd Quarter 1-U 0 1-U 0 0
1/18/2022 P P P U P
2/15/2022 QP QA QA QA
3/15/2022 P P P
Total Unexcused Absences 3rd Quarter 0 0 1-U 2-U 1-U
Total Unexcused Absences
This Fiscal Year 1-U 0 2-U 2-U 1-U
P = Present
U = Unexcused Absence
E = Excused Absence
QA = Mtg canceled for lack of quorum, Commissioner wasn't able to attend QP = Mtg canceled for lack of quorum, Commissioner would have been able to attend C = Mtg Canceled for any reason other than lack of quorum City of San Carlos
Transportation and Circulation Commission Attendance Log Members are expected to attend all regularly scheduled meetings and should make every effort to do so. Such attendance ensures a steady flow of communication and keeps everyone abreast of current topics under discussion. Unexcused absences from three (3) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk. For those Commissions that are scheduled to meet less than once a month, unexcused absences from two (2) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk.

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Attachment: Transportation and Circulation Commission Q3 Report (Commission Quarterly Reports) YOUTH ADVISORY COUNCIL (YAC): QUARTERLY REPORT

January 2022 – March 2022

Space Jam Movie Night
On Friday, March 18, the Youth Advisory Council hosted a Space Jam Movie Night at the Youth Center. The goal of the event was to provide students a space to hang with their friends and have some fun in a supervised setting at the San Carlos Youth Center. In addition to the movie, the YAC organized games and an ice cream sundae bar for attendees.

YAC Attack Conference
On Saturday, March 26, the Youth Advisory Council attended the California Parks and Recreation Society District 4 bi-annual “YAC Attack Youth Conference” in Los Altos. The YAC Attack Conference is a teen leadership conference that focuses on empowering youth/teens to promote change by encouraging greater involvement within their local municipal government, developing positive youth and teen special events and programs in their community, and learning about youth and teen specific health and wellness issues. San Carlos YAC members presented a session explaining what council bylaws are, how to change them, and how to run meetings according to Robert’s Rules of Orders. 100 teens across 16 Bay Area cities attended YAC Attack.

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Attachment: Youth Advisory Council Q3 Report (Commission Quarterly Reports) Meeting Date
Ezra Bergson-
Michelson Lucas Eden
Alice
Finkelstein
Samina
Ginwalla
Griffin
(formerly Mila)
Hamby
Vikram
Kacholiya Maya Nayberg
Isabela
Sugden Liam Tierney
Atharss
Prasath
(Alternate)
Ivy Zhou
(Alternate)
7/14/2021 (Summer Break)
8/25/2021 U P P P U P P P P P P
9/8/2021 P P P P P P P P P P P
Total Unexcused Absences
1st Quarter 1 - U 0 0 0 1 - U 0 0 0 0 0 0
10/13/2021 P P P P E E P P E P P
11/10/2021 P P P P P P P P P E P
12/8/2021 - C C C C C C C C C C C C
Total Unexcused Absences
2nd Quarter 0 0 0 0 0 0 0 0 0 0 0
1/12/2022 P P U P P P P P P P P
2/9/2022 P P P P U P P P P P P
3/16/2022 P P P P P P P P U P P
Total Unexcused Absences
3rd Quarter 0 0 1 - U 0 1 - U 0 0 0 1 - U 0 0
Total Unexcused Absences
This Fiscal Year 1 - U 0 1 - U 0 2 - U 0 0 0 1 - U 0 0
P = Present
U = Unexcused Absence
E = Excused Absence
QA = Mtg canceled for lack of quorum, Commissioner wasn't able to attend QP = Mtg canceled for lack of quorum, Commissioner would have been able to attend C = Mtg Canceled for any reason other than lack of quorum Members are expected to attend all regularly scheduled meetings and should make every effort to do so. Such attendance ensures a steady flow of communication and keeps everyone abreast of current topics under discussion. Unexcused absences from three (3) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk. For those Commissions that are scheduled to meet less than once a month, unexcused absences from two (2) Meetings within a Fiscal Year will result in that Commission member’s seat being declared vacant by the City Clerk.

City of San Carlos
Youth Advisory Council Attendance Log

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Attachment: Youth Advisory Council Q3 Report (Commission Quarterly Reports)

CITY COUNCIL

STAFF REPORT

MEETING DATE: April 11, 2022

ITEM TITLE: Declare a City Council Summer Recess and Authorize Cancellation of the July 11 and 25, 2022 City Council Meetings.

RECOMMENDATION:

Staff recommends that the City Council consider a summer recess and authorize the cancellation of its July 11 and 25, 2022 regular meetings.

FISCAL IMPLICATIONS:

There would be cost saving s of approximately $550 by not streaming/videotaping the two Council meetings.

BACKGROUND:

The City Council has declared a summer recess for the past eight years by cancelling its second meeting in July and has given authority to the City Manager to cancel the next successive meeting in August.

At its September 9, 2021 meeting, City Council expressed interest in holding a summer recess in the month of July to better align with the School District’s summer recess.

In anticipation of this summer’s proposed cancellations, staff has scheduled agenda items accordingly and will provide timely notification to the public of the cancellations.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Authorize the cancellation of the City Council’s July 11 and 25, 2022 regular meetings; or

2. Do not cancel the City Council’s July 11, 2022 regular meeting and authorize the City Manager to cancel the July 25, 2022 regular meeting if it is not needed; or

3. Do not cancel the City Council’s July 11, 2022 regular meeting nor authorize the City Manager to cancel the July 25, 2022 regular meeting if it is not needed; or

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2 4. Do not authorize the cancellation of the City Council’s July 11 and 25, 2022 regular meetings.

Respectfully submitted by:

Crystal Mui,
City Clerk

Approved for submission by:

_________________________
Jeff Maltbie, City Manager

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CITY COUNCIL

STAFF REPORT

MEETING DATE: April 11, 2022

ITEM TITLE: Adopt a Resolution Awarding the 2022 Sewer Lateral Replacement Project C1737-22; Authorizing the City Manager to Execute a Public Projects Agreement with Smelly Mel’s Plumbing, Inc. of South San Francisco in the Amount of $160,000; and Authorizing the Expenditure of a Contingency in the Amount of $75,000.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution awarding the 2022 Sewer Lateral Replacement Project C173 7-22 and authorizing the City Manager to execute a public projects agreement with Smelly Mel’s Plumbing, Inc. of South San Francisco in the amount of $160,00 0, plus a $75,000 contingency.

FISCAL IMPLICATIONS:

There is no fiscal impact and no additional a ppropriation needed at this time. The 2022 Sewer Lateral Replacement Project (“Project”) is funded by C1737, which has a Project budget of $300,000 for Fiscal Year 2021-22.

Staff is requesting a contingency of $75,000 to include additional laterals that need replacing and to accommodate a change in the method of replacement in the event the preferred method is not viable.

There is sufficient Project budget to award the total bid amount of $160,000 , plus $75,000 contingency.

BACKGROUND:

Every building with indoor plumbing must connect to the sanitary sewer mainline via a sewer lateral pipeline. Each sewer lateral pipeline is divided into two segments, a lower and upper lateral. The lower lateral extends from the connection point on the mainline to approximately five feet past the property line or the back of sidewalk, whichever is farther. The upper lateral is the remainder of the pipeline that runs from the lower lateral into the building or house. At the point where the upper and lower laterals meet, there is a property-line sanitary sewer cleanout, which provides access to the lower lateral pipeline for the purpose of cleaning.

It is the City’s responsibility to maintain the lower lateral and cleanout, while it is the property owner’s responsibility to maintain the upper lateral. This maintenance involves as -needed

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2 cleaning to resolve blockages such as roots, or repair and replacement if the integrity of the lateral is compromised. When issues with a lateral are reported, maintenance staff investigat es the problem by scoping the existing lateral to further examine the issue. Staff performs minor repairs immediately, but greater defects require a more permanent solution.

In August 2013, the Sanitary Sewer Lateral Replacement Program (“Program”) was c reated to facilitate defective lateral replacement outside of the Annual Sanitary Sewer Rehabilitation Project schedule. This Program aims to reduce sanitary sewer overflows (“SSOs”) which pose health and safety risks caused by defective sanitary sewer lat erals and serves to reduce recurring maintenance costs. To date, the Program has replaced over 370 lower laterals. Sewer lateral replacement projects are conducted annually.

SSOs occur for various reasons . Two primary causes of SSOs are pipe offset and flow blockage. Pipe offset occurs when the existing pipes are no longer in a sealed alignment. Flow blockages occur most often when foreign objects enter the lateral, such as grease build up or tree root intrusion, and block flow and/or displace the pipe.

When residents or property owners report an issue with their sanitary sewer lower lateral, staff has two options to address the maintenance of the lateral. When possible, staff will first hydro - flush and clean the lateral. If this method is successful, s taff will continue to maintain the lateral until the lateral can be included in the citywide Annual Sanitary Sewer Rehabilitation Project.

However, if the lateral cannot be hydro -flushed or maintained, the lateral will need to be replaced and this work will be performed under this contract for the Sewer Lateral Replacement Project.

The City Engineer signed the final bid set construction documents on June 29, 2021, which were approved by the City Council at its July 12, 2021 meeting.

Staff initially advertised on July 23, 2021, held a bid opening on August 19, 2021, and received four bids. After reviewing the bids, staff was not satisfied with the bid proposals and believed there were benefits to re -bidding the Project. Therefore, staff recommended at the September 27, 2021 City Council meeting to reject all bids, and allow the Project to be re-bid.

ANALYSIS:

The Project was re -advertised on January 17, 2022 and bids were opened on February 15, 2022. The following table shows the engineer’s estimate along with the results of bids in order of lowest to highest:

Contractor Total Bid Amount
Engineer’s Estimate $189,930
Smelly Mel’s Plumbing, Inc. $160,000
Devaney Engineering, Inc. $164,230
C2R Engineering, Inc. $167,870
FJ&I Engineering, Inc. $171,280
Basset Engineering $217,996
Express Plumbing $256,300
Golden Bay Construction $271,625
Casey Engineering, Inc. $283,660

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3 The lowest responsible and responsive bid was submitted by Smelly Mel’s Plumbing, Inc. for a total bid amount of $160,000. After bid evaluation, staff recommends awarding the agreement to Smelly Mel’s Plumbing, Inc.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution awarding the 2022 Sewer Lateral Replacement Project C1737 -22 authorizing the City Manager to execute a public projects agreement with Smelly Mel’s Plumbing, Inc. of South San Francisco in the amount of $160,000, plus a $75,000 contingency; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Steven Machida,
Public Works Director

Approved for submission by:

_________________________
Jeff Maltbie, City Manager

ATTACHMENT(S):

1. Resolution

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RESOLUTION NO. 2022 - ______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS AWARDING THE 2022 SEWER LATERAL REPLACEMENT PROJECT C1737-22;

AUTHORIZING THE CITY MANAGER TO EXECUTE A PUBLIC PROJECTS AGREEMENT WITH SMELLY MEL’S PLUMBING, INC. OF SOUTH SAN FRANCISCO IN THE AMOUNT OF $160,000; AND AUTHORIZING THE EXPENDITURE OF A CONTINGENCY IN THE AMOUNT OF $75,000.
____________________________________________________________________________

WHEREAS, every building with indoor plumbing must connect to the sanitary sewer mainline via a sewer lateral pipeline. Each sewer lateral pipeline is divided into two segments, the lower and upper lateral; and

WHEREAS, it is the City’s responsibility to maintain the lower lateral and cleanout; and

WHEREAS, staff continues to maintain the defective lateral until the line can be repaired or replaced; and

WHEREAS, the Sewer Lateral Re placement Program was created to reduce sanitary sewer overflows caused by defective laterals and to reduce recurring maintenance costs; and

WHEREAS, replacement of the lower lateral is needed when the integrity of the pipe is compromised and there have been repeated calls for service; and

WHEREAS, aging laterals are prone to root intrusion, structural deficiencies, and grease build-up, and contribute to sewer backups and blockages and rainwater intrusion into the sewer; and

WHEREAS, the City Engineer signed the final bid set construction documents on June 29, 2021, which were approved by the City Council at its July 12, 2021 meeting; and

WHEREAS, staff initially advertised on July 23, 2021, held a bid opening on August 19, 2021, and received four bids; and

WHEREAS, staff was not satisfied with the bid proposals and recommended at the September 27, 2021 City Council meeting to reject all bids, and allow the Project to be re-bid; and

WHEREAS, the Project was re-advertised publicly and sealed bids were opened by the City Clerk on February 15, 2022, and the lowest responsible and responsive bid was submitted by Smelly Mel’s Plumbing, Inc. in the amount of $160,000.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby approves awarding the 2022 Sewer Lateral Replacement Project C1737-22 authorizing the City Manager to execute a Public Projects Agreement with Smelly Mel’s Plumbing, Inc. of South San Francisco in the amount of $160,000, plus a $75,000 contingency.

* * * * *

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Attachment: Resolution (Award 2022 Sewer Lateral Replacement Project) I, Crystal Mui, City Clerk, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 11th day of April, 2022 by the following vote:

AYES, COUNCILMEMBERS: _______________________________________________

NOES, COUNCILMEMBERS: _______________________________________________

ABSENT, COUNCILMEMBERS: _______________________________________________

___________________________________
CITY CLERK of the City of San Carlos
APPROVED:

___________________________
MAYOR of the City of San Carlos

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Attachment: Resolution (Award 2022 Sewer Lateral Replacement Project)

CITY COUNCIL

STAFF REPORT

MEETING DATE: April 11, 2022

ITEM TITLE: Adopt a Resolution Approving the Plans and Specifications and Authorizing a Call for Bids for the San Carlos Avenue Eucalyptus Tree Removal Project – Phase III C1722.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution approving the plans and specifications and authorize a call for bids for the San Carlos Avenue Eucalyptus Tree Removal Project – Phase III C1722.

FISCAL IMPLICATIONS:

The San Carlos Avenue Eucalyptus Tree Removal Project (“Project”) is funded by C1722, which has an approved budget of $523,624 in Fiscal Year 2021-22.

The preliminary engineer’s estimate is $540,000. Staff does not believe the available Project budget is sufficient for the number of trees proposed to be removed in this phase. In the event the cost exceeds the available Project budget , staff will request the additional appropriation when the Project is brought to City Council for award.

BACKGROUND:

Since 2005, 20 eucalyptus tree s have either failed or have been removed. It is estimated that there are 30 trees remaining from the original planting of eucalyptus trees from 1888-1892.

On January 11, 2017, a large eucalyptus tree adjacent to the Arundel Elementary School parking lot fell, completely blocking traffic on San Carlos Avenue. Fortunately, no one was injured.

These trees continue to pose a public safety danger due to their large size, regular limb failure, and falling risk. At its January 23, 2017 meeting, the City Council authorized staff to evaluate the trees and amend the City’s Zoning Ordinance to remove the protected status of the eucalyptus trees along San Carlos Avenue. Staff initiated the Zoning Ordinance amendment process, pursuant to Chapter 18.35, to amend sect ion 18.41.020 to remove “Founders Tree” from the definition of protected trees.

On October 9, 2017, City Council adopted Resolution 2017-087, “Adopting a Mitigated Negative Declaration for the San Carlos Avenue Eucalyptus Tree Removal Project.” City Coun cil also

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2 adopted Ordinance 1524, “Amending San Carlos Zoning Ordinance Section 18.41.020 Removing Founders Tree from the Definition of Protected Trees.”

Staff retained Harris & Associates to complete an assessment survey, prepare the construction documents, and provide construction support for the removal of the eucalyptus trees along the San Carlos Avenue corridor (“Corridor”).

Phase I of the Project was completed in the summer of 2018, which removed a combination of 18 trees and stumps within the public right-of-way along the Corridor.

Subsequently, Phase II of the Project was completed in the summer of 2019 removing a total of 23 trees. 22 of these trees were located on private property and one in the public right-of-way.

Phase II originally consi sted of removing a combination of 59 eucalyptus trees, non -eucalyptus trees, and stumps. However, due to the proximity of the trees and stumps to Pulgas Creek, that number was reduced. Staff wanted to confirm that removing the trees would not conflict with the authorities having jurisdiction in this area, such as the State Water Board, Department of Fish and Wildlife, and the Army Corps of Engineers.

Phase III of the Project will remove the remaining 36 trees and stumps of the original 59 trees located adjacent to Pulgas Creek on private property.

In 2019, the City reached out to the affected property owners and received their acknowledgement for participation in the Eucalyptus Tree Removal Project – Phase III. Staff also executed right-of-entry agreements with the property owners. Phase III was postponed due to the COVID-19 pandemic in 2020.

Staff recently notified the property owners that Phase III will resume and requested that a new right-of-entry agreement be executed if the owner still wishes to participate in the Project.

Staff anticipates construction of Phase III to begin in mid -June 2022 and end in early August 2022 while schools along the Corridor are not in session.

ANALYSIS:

The final bid set construction documents were prepared on M arch 4, 2020 and the City Engineer signed on March 17, 2022. The tentative bid opening date is May 5, 2022 at 2:00 p.m. and award of the Project at the May 23, 2022 City Council meeting.

Staff recommends approving the plans and specifications and authori zing a call for bids for the Project.

ALTERNATIVES:

The options available to the City Council include:

1. Adopt a Resolution approving the plans and specifications and authoriz e a call for bids for the San Carlos Avenue Eucalyptus Tree Removal Project – Phase III C1722; or

2. Do not adopt the Resolution; or

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3 3. Provide staff with alternative direction.

Respectfully submitted by:

Steven Machida,
Public Works Director

Approved for submission by:

_________________________
Jeff Maltbie, City Manager

ATTACHMENT(S):

1. Resolution

2. San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs

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RESOLUTION NO. 2022 - ______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS

APPROVING THE PLANS AND SPECIFICATIONS AND AUTHORIZING A CALL FOR BIDS FOR THE SAN CARLOS AVENUE EUCALYPTUS TREE REMOVAL PROJECT – PHASE III C1722.
____________________________________________________________________________

WHEREAS, in October 2017 City Council adopted Ordinance 1524 amending the City’s Zoning Ordinance to remove the protected status of eucalyptus trees along the San Carlos Avenue corridor (“Corridor”); and

WHEREAS, the San Carlos Avenue Eucalyptus Tree Removal Project C1722 (“Project”) was created to remove eucalyptus trees along the Corridor that continue to pose a public safety danger due to their large size, regular limb failure, and falling risk; and

WHEREAS, the Project is funded by C1722 which has an approved budget of $523,624 in Fiscal Year 2021-22; and

WHEREAS, the preliminary engineer’s estimate for Phase III is $540,000 and in the event the cost exceeds the available Project budget, staff will request the additional appropriation when the Project is brought to City Council for award; and

WHEREAS, staff retained Harris & Associates to complete an assessment survey, prepare the construction documents, and provide construction support for the Project; and

WHEREAS, Phase I of the Project was completed in the summer of 2018, which removed a combination of 18 trees and stumps within the public right-of-way along the Corridor; and

WHEREAS, Phase II of the Project was completed in the summer of 2019 removing a total of 23 trees; 22 located on private property and one in the public right-of-way; and

WHEREAS, in 2019, the City reached out to the affected property owners and received their acknowledgement for participation in Phase III of the Project; and

WHEREAS, Phase III was postponed due to the COVID-19 pandemic; and

WHEREAS, staff recently notified the property owners that Phase III will resume and requested a new right-of-entry agreement be executed if the owner still wishes to participate in the Project; and

WHEREAS, Phase III of the Project will remove the remaining 36 trees and stumps of the original 59 trees located adjacent to Pulgas Creek on private property.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby approves the plans and specifications and a call for bids for the San Carlos Avenue Eucalyptus Tree Removal Project – Phase III C1722.

* * * * *

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Attachment: Resolution (SC Ave Eucalyptus Tree Removal - Phase III) I, Crystal Mui, City Clerk hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 11th day of April, 2022 by the following vote:

AYES, COUNCILMEMBERS: _______________________________________________

NOES, COUNCILMEMBERS: _______________________________________________

ABSENT, COUNCILMEMBERS: _______________________________________________

___________________________________
CITY CLERK of the City of San Carlos

APPROVED:

___________________________
MAYOR of the City of San Carlos

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Attachment: Resolution (SC Ave Eucalyptus Tree Removal - Phase III)

CITY OF SAN CARLOS

SAN MATEO COUNTY, CALIFORNIA
Public Works Department
600 Elm Street
San Carlos, CA 94070
Contract Documents
For the
San Carlos Ave Eucalyptus Tree
Removal - Phase III
CITY PROJECT NO: C1722
BID OPENING: May 05, 2022 at 2:00 p.m.

BID PROPOSAL DUE: May 05, 2022 at 12:00 p.m.

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III)

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) 3/17/2022

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) This Page Intentionally Left Blank

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) iii

TABLE OF CONTENTS
A. INTRODUCTORY PAGES
Title Page No.

Cover Page i
Design Certifications ii
Table of Contents iii
Notice Inviting Sealed Proposals v
Instructions to Bidders vii
Schedule of Required Bid Documents and Agreement Forms ix B. BID PROPOSAL
Bid Proposal Cover Page P-1
Bid Proposal Table of Contents P-2
Bid Proposal P-3
Bidding Requirements P-4
Bid Schedule P-6
Designation of Subcontractors P-8
Department of Industrial Relations Registration Requirement P-8 Certifications and Affidavits
Non-Collusion Affidavit P-9
Bidder’s Qualifications P-10
Bidder’s References P-11
Signature Pages P-12
Bidder’s Bond P-14
C. AGREEMENT AND AGREEMENT FORMS
Agreement and Agreement Forms Table of Contents A-1
Construction Agreement A-2
Exhibit A – Contractor’s Bid Proposal A-12
Exhibit B – Insurance Coverage Form A-14
Resolution of Construction Claims A-15
Agreement Forms
Payment Bond A-17
Performance Bond A-19
Workers Compensation Certification A-21
Certification of Safety Requirements for Contractors and Vendors A-22 Drug-Free Workplace Certification A-23
Escrow Agreement for Security Deposits in Lieu of Retention (Optional) A-24 Guarantee A-26
D. GENERAL PROVISIONS
Section 1 Terms and Definitions GP-1
Section 2 Proposal Requirements and Conditions GP-5
Section 3 Review of Bids, Contract Award and Execution GP-8 Section 4 Scope and Control of the Work GP-13
Section 5 Changes of Work GP-20
Section 6 Control of Materials GP-24
Section 7 Utilities GP-27
Section 8 Prosecution and Progress GP-30
Section 9 Responsibilities of the Contractor GP-39 Section 10 Measurement and Payment GP-54
Section 11 Guarantee GP-60

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) iv
D. SPECIAL PROVISIONS
Section 1 Description of Work SP-3
Section 2 Location SP-3
Section 3 Days & Hours of Operation SP-3
Section 4 Staging / Construction Area SP-3
Section 5 Water SP-3
Section 6 Power SP-3
Section 7 Owner / Contractor Meetings SP-4
Section 8 Notification of Residents and Merchants SP-4
Section 9 Storm Water Pollution Prevention Plan SP-5
Section 10 Haul Routes- Holly Street East of El Camino Real Prohibited SP-5 Section 11 Sanitation Facilities and Utilities SP-6
Section 12 Demolition Plan SP-6
Section 13 Safety of Persons and Property SP-7
Section 14 Traffic Control SP-8
Section 15 Existing Utilities SP-9
Section 16 Construction Schedule SP-10
Section 17 Daily Work Reports SP-10
Section 18 Submittals SP-10
Section 19 Mitigation Monitoring and Reporting Program. SP-11 F. TECHNICAL PROVISIONS
Section 1 Bid Item Descriptions TP-2
Section 2 Demolition TP-5
Section 3 Grading TP-10
Section 4 Asphaltic Concrete Paving TP-12
Section 5 Concrete Improvements TP-19
Section 6 Traffic Control and Construction Area Signs TP-22 G. APPENDICES
Appendix A Supplemental Arborist’s Report by Callander and Asociates Appendix B Tree Assessment by Kielty Arborist Services
Appendix C Mitigation Monitoring and Reporting Program
Appendix D Applicable Standard Plans
Appendix E Daily Work Report Form

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) v

CITY OF SAN CARLOS

SAN MATEO COUNTY, CALIFORNIA

NOTICE INVITING SEALED PROPOSALS
NOTICE IS HEREBY GIVEN that sealed proposals or bids will be publicly opened, examined and announced on May 05, 2022 at the hour of 2:00 p.m. by the City Clerk of the City of San Carlos through a ZOOM video conference for the "San Carlos Ave Eucalyptus Tree Removal - Phase III, No. C1722”. Sealed bid proposals shall be received in hand by the City Clerk before 12:00 p.m. on May 05, 2022 , which is different from the ZOOM bid opening time. Note - if City Hall doors are locked during business hours, please call the delivery number posted on the doors for staff to receive the bid. No Pre-Bid meeting has been scheduled for this project.

A C-61/D49, Contractor’s License is required for this work. Work will be done and payments will be made in accordance with provisions described in these plans and specifications.

The scope of work generally includes the removal of eucalyptus trees, the removal of the eucalyptus tree stumps, debris removal and disposal, clean up associated with these arborist activities, and restoring the asphalt, sidewalk, fences, and surfacing. Bids are required for the entire work described herein in accordance with the instructions to bidders. The Engineer’s Estimate is between $500,000 and $600,000.

Bids must be accompanied by a Proposal guarantee amounting to ten (10%) percent of the bid as described in the specifications. Said guarantee shall be forfeited to the City in case the bidder depositing the same does not, within fifteen days after written notice that the contract has been awarded to him (1) enter into a contract with the City and (2) furnish Performance and Payment Bonds as described in the specifications.

The City Council reserves the privilege of rejecting any and all proposals or to waive any irregularities or informalities in any proposals or in the bidding. No bidder may withdraw his proposal for a period of ninety (90) calendar days after the date set for opening of proposals.

As a “Public Works” project and pursuant to Section 1773 of the Labor Code, the general prevailing wage rates for San Mateo County shall apply to this contract, as determined by the Director of the California Department of Industrial Relations.

Plans and specifications, forms of proposals, bonds and contracts may be inspected or obtained from ARC Document Solutions at 829 Cherry Lane , San Carlos, CA 94070, (650) 631-2310; email at [email protected]; or visit the City of San Carlos Website at www.cityofsancarlos.org . Bidders must register with ARC Document Solutions to obtain further information.

Bidders are directed to the Instructions for Bidders for additional contract requirements.

Dated: _____________________ CRYSTAL MUI
City Clerk
_____________________

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) vi
This Page Intentionally Left Blank

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) vii

CITY OF SAN CARLOS

SAN MATEO COUNTY, CALIFORNIA

INSTRUCTIONS TO BIDDERS

1. Proposal Requirements: Bidder's attention is directed to the General Provisions of these Specifications for the requirements and conditions which must be adhered to in the preparation of the proposal form and submission of this proposal.

2. Receipt of Bids and Bid Opening: Proposals shall be received at the office of the City Clerk, 600 Elm Street, San Carlos, CA 94070, not later than the bid deadline described in the Notice Inviting Sealed Proposals. Proposals shall be submitted in a sealed envelope, plainly marked on the outside "San Carlos Ave Eucalyptus Tree Removal - Phase III, No. C1722”.

All sealed bid proposals will be opened at 2:00 p.m. on Thursday, May 05, 2022 via video conference using ZOOM. The following login can be used to take part in the bid opening:

URL: https://us02web.zoom.us/j/85027440336
Meeting ID: 850 2744 0336

To participate via audio only, call into the meeting by dialing (669) 900-9128 and entering the Meeting ID indicated above.

Sealed bids and proposal forms will be examined and declared on the same day by the City Clerk.

3. Time of Completion and Liquidated Damages: All work shall be diligently prosecuted to completion before the expiration of Thirty nine (39) Working Days from the date of receipt of the “Notice to Proceed”. Work must be scheduled immediately to ensure that improvements are completed before school reopens for classes. If the Contractor fails to complete the work within the above-specified time limit, the Contractor shall pay liquidated damages to the City, computed at the rate of One Thousand Dollars ($1,000) for each calendar day beyond the specified time limit until the project is completed. See the Special Provisions for additional time of completion milestone requirements.

4. Bid Security: Pursuant to California Public Contract Code Section 20170, each proposal shall be accompanied by a bid security in the form of cash, cashier’s or certified check, or bidder’s bond made payable to the “City of San Carlos” for an amount equal to at least ten percent (10%) of the Bid Amount and no bid shall be considered unless such security is enclosed therewith.

5. Bid Guarantee: No bid shall be withdrawn except as provided for pursuant to Public Contract Code Section 5103, and the bidder shall guarantee the Total Bid Price for a period of ninety (90) calendar days from the date of the bid opening.

6. Contractor’s License: Bidders are to be licensed in accordance with the provisions of the “Contractor’s License Law,” Chapter 9 of Division 3 of the State Business and Professions Code. In addition, at the time of submitting the bid, bidder must have the following classification of contractor’s license : Class C-61/D49, Tree Service Contractor’s License.

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7. Additional Registration and Licensing Requirements: In accordance with Labor Code Section 1725.5, Contractor and all Subcontractors shall be registered with the California Department of Industrial Relations (DIR) as a condition of being listed on the proposal form. All 2nd and lower tier subcontractors working on the project shall be registered with the Department of Industrial Relations prior to the work being performed. Contractor and all Subcontractors shall also obtain a City business license prior to the work being performed.

8. Prevailing Wage: The work contemplated by this contract is a “public work” subject to prevailing wages under California Labor Code Section 1770 et. seq. The successful bidder will be required to pay not less than the prevailing rate of per diem wages as determined by the California Department of Industrial Relations or Federal Minimum Wage Rates as determined by the United States Secretary of Labor in effect on the date the work is performed.

9. Bonds and Insurance: All contractors are required to furnish to the City faithful performance, labor and materials, and 2-year warranty bonds and insurance, as required in the specifications.

10. Security Substitution: Pursuant to California Public Contract Code Section 22300, and at the request and expense of the Contractor to whom the Contract is awarded, securities of a value equivalent to the retention amount, in a form approved by the City, shall be permitted in substitution for money withheld by the City to ensure performance under the Contract.

11. Requests for Clarification and Project Communication: In the event the bidder has any questions as to the meaning of any part of the plans and specifications, or if the bidder finds any error, inconsistency, or ambiguity in the Contract Documents, the bidder shall make a written request for clarification prior to submitting its bid. All questions and comments regarding the plans and specifications should be directed to the Project Manager indicated below and will only be responded to if received in writing at least five (5) working days before the bid opening. Questions received after this time and date may not be addressed.

City of San Carlos – Public Works Department
600 Elm Street, San Carlos, CA 94070
Attention: Vatsal Patel, Senior Engineer
[email protected]
Telephone: (650) 802-4202
Fax: (650) 595-4704

12. These “Instructions to Bidders” are hereby made a part of the Contract Documents.

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SCHEDULE OF REQUIRED

BID DOCUMENTS AND AGREEMENT FORMS
Submit with Bid Proposal - The following documents must be completed, signed and submitted as part of the Bid Proposal, prior to the bid opening:

Completed Bid Proposal consisting of:

A. Bid Schedule
B. Designation of Subcontractors
C. Certifications and Affidavits:

1. Non-Collusion Affidavit

2. Bidder’s Qualifications

3. Bidder’s References

4. Bidder’s Personnel
D. Signature Pages
E. Bid Guarantee (Bid Bond attached)
F. Addendum, if any (not attached) – signature page to be signed and submitted by bidder.

Submit Prior to Notice to Proceed -The following documents must be completed, signed and submitted after approval and award of the Contract, prior to the Notice to Proceed:

A. Agreement
B. Payment Bond
C. Performance Bond
D. Insurance Endorsements

1. General Liability

2. Automobile Liability

3. Worker’s Compensation
E. Certifications

1. Workers Compensation

2. Safety Requirements for Contractors and Vendors

3. Drug-Free Workplace
Submit Prior to Final Acceptance - The following documents must be completed, signed and submitted prior to final acceptance:

A. Guarantee
B. Stop Notice Releases, if any (form not included)
C. Record Drawings

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This Page Intentionally Left Blank

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CITY OF SAN CARLOS

PUBLIC WORKS DEPARTMENT
600 Elm Street
San Carlos, CA 94070

BID PROPOSAL
FOR:

San Carlos Ave Eucalyptus Tree Removal - Phase III
City Project No. C1722
IN

CITY OF SAN CARLOS, COUNTY OF SAN MATEO

STATE OF CALIFORNIA
NOTE: All portions of all pages included within this section, and acknowledgement of receipt of any issued addenda must be properly completed, signed, and submitted with the bid. Failure to do so may result in the bid being deemed non-responsive by the City.

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BID PROPOSAL

TABLE OF CONTENTS
Bid Proposal Cover Page...................................................................................... P-1 Bid Proposal Table of Contents ............................................................................ P-2 BID PROPOSAL PAGES TO BE SUBMITTED WITH BID:

Bid Proposal.......................................................................................................... P-3 Bidding Requirements........................................................................................... P-4 Bid Schedule......................................................................................................... P-6 Designation of Subcontractors.............................................................................. P-8 Department of Industrial Relations Registration Requirement.............................. P-8 Certifications and Affidavits
Non-Collusion Affidavit ................................................................................... P-9 Bidder’s Qualifications..................................................................................... P-10 Bidder’s References........................................................................................ P-11 Signature Pages.................................................................................................... P-12 Bid Bond ............................................................................................................... P-14

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BID PROPOSAL
San Carlos Ave Eucalyptus Tree Removal - Phase III
CITY PROJECT NO. C1722
Bid To: Honorable Mayor and City Council
City of San Carlos, City Hall
San Carlos, CA 94070
Bid From:

Bidder’s Company Name:

Contact Person:

Business Street Address:

City, State, Zip Code:

Phone No.: ( )
E-mail: __ __________________
Contractor License No.:

Contractor License Expiration Date: ____
Dear Mayor and Members of the City Council:

I, as bidder, declare that I have satisfied myself as to the actual conditions and requirements of the work by careful examination of the location of the proposed work, by examination of the plans and specifications including the Instructions to Bidders, and by other measures, and that after submission of the bid, I will not dispute, complain or assert that there was any misunderstanding in regards to the nature or amount of work to be done.

I hereby certify that only those parties interested in this proposal as principals are named in this proposal and that this bid is genuine, and not sham, collusion, or made in the interest or in behalf of any person not named. I have not directly or indirectly induced or solicited any other bidder, person, firm or corporation to put in a sham bid, or refrain from bidding, and have not in any manner sought by collusion to secure for myself an advantage over any other bidder.

I agree that if this proposal is accepted, I will contract with the City of San Carlos in the form of agreement proposed, will provide all bonds and insurance certificates as required by the agreement and will furnish all equipment and materials and perform all the labor required to complete the work in accordance with the plans, specifications and other contract documents, for the unit or lump sum prices set forth in the Bid Schedule.

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I have carefully checked all of the figures in the Bid Schedule and understand that the City shall not be responsible for any errors or omissions on my part in making up this bid. I agree that this bid may not be withdrawn for a period of ninety (90) calendar days from the date of the bid opening and that the City reserves the right to reject any or all bids, waive any informality in bids received, and may at its option make the award that in the judgment of the City is to the best interest of the City.

BIDDING REQUIREMENTS
The work to be done and referred to here is in the City of San Carlos, County of San Mateo, State of California, and shall be constructed in accordance with all provisions of the project specifications and project plans including: any addenda; the Instructions to Bidders, the Agreement; the Standard Specifications and Standard Plans of the California Department of Transportation, current edition; the Labor Surcharge and Equipment Rental Rates; and payment of not less than the higher of the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations or Federal minimum wage rate as predetermined by the United States Secretary of Labor in effect on the date the work is performed.

For each of the various contract items of work designated on the Bid Schedule, the bidder shall set forth a unit or lump sum price which the bidder shall then use to calculate and designate a total cost for each item of work based upon the designated estimate of the quantities of work to be done, all in clearly legible figures in the respective spaces of the Bid Schedule provided for this purpose.

The bidder shall include in the unit or lump sum prices paid for the various contract items of work full compensation for conforming to the requirements of the Contract Documents and for completing all of the work required. No additional compensation shall be granted for any additional items unless categorized and approved as extra work under the terms of the agreement.

The estimate of construction quantities set forth in the Bid Schedule is approximate only, being given only as a basis for the comparison of bids, and the City does not expressly or by implication agree that the actual amount of work will correspond with those estimated quantities.

The City reserves the right to increase the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or expedient by the Engineer. There shall be no claim for damage or loss of anticipated profit for any bid item omitted in its entirety, and payment will only be made on the basis of actual quantities of work performed.

If the City accepts this proposal and the bidder fails to enter into the contract and/or fails to furnish bonds as required by the specifications with sureties satisfactory to the City within ten (10) calendar days after the bidder has received notice from the City that the contract has been awarded, the City may, at its option, determine that the bidder has breached and abandoned the contract, and thereupon, the bid security accompanying this proposal shall be forfeited and become the property of the City.

The Notice to Proceed will not be issued until after the contract has been fully executed. The contractor shall commence the work under the contract within ten (10) days following the date of the Notice to Proceed, or as otherwise specified in the project specifications or negotiated with

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the City, and shall diligently prosecute the project to completion within the time specified. The contract completion period is inclusive of the time needed for material delivery.

Bidder shall comply with the requirements of the California Labor Code, including sections 1770 et seq., and pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate of per diem wages are on file at the office of the City Engineer, which copies shall be made available to any interested party upon request. The Contractor shall post a copy of such determination at the job site.

As required by Section 6705 of the California Labor Code and in addition thereto, for any excavation of any trench or trenches five feet (5’) or more in depth, the Contractor shall submit to the Engineer for acceptance, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. Structural calculations prepared, stamped and signed by a Registered Engineer licensed to practice in the State of California shall accompany the plan to verify the structural safety and adequacy of the sheeting, shoring and bracing to be used on the project. No such plan shall allow any shoring, sloping or a protection system less effective than that required by the Construction Safety Orders of the State Division of Occupational Safety and Health.

In accordance with the provisions of Section 1860 of the Labor Code, prior to performing work on the Contract, each Contractor to whom a public works contract is awarded shall sign and file with the City the Worker’s Compensation Certification included in the “Agreement and Agreement Forms” section of these specifications.

Bidder’s attention is directed to Section 2 of the General Provisions for additional information and requirements pertaining to the submission of a bid, and which is incorporated here by reference.

Bidder’s attention is directed to Section 2.13, “Required Contractor and Subcontractor Registration,” of the General Provision. All contractors shall register with the Department of Industrial Relations according to Labor Code Section 1725.5.

Any protest of the proposed contract award must be submitted in writing to the City no later than 5:00 p.m. on the fifth business day following the date of the bid opening. Bidder is directed to the “Bid Protest Procedure” Section of the General Provisions for additional information.

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BID SCHEDULE
Bids are to be submitted for the entire work. All applicable sales taxes, state and/or federal, and any other special taxes, patent rights or royalties are included in the prices quoted in the bid.

In the case of a discrepancy between the product of the “Estimated Quantity” and the “Unit Price” with the “Item Total”, the product of the “Estimated Quantity” and the “Unit Price” shall prevail and the figure shown as the “Item Total” shall be adjusted accordingly, except as provided in cases involving (a) or (b) below:
(a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the same as the amount entered in the item total column, then the amount set forth in the item total column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price; (b) (Decimal Errors) If the product of the entered unit price and the estimated quantity is exactly off by a factor of ten, one hundred, etc., or one-tenth, or one-hundredth, etc. from the item total, the discrepancy will be resolved by using the entered unit price or item total, whichever most closely approximates percentage-wise the unit price or item total in the Engineer’s Estimate.

If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed irregular. Likewise if the item total for a lump sum item is unreadable or otherwise unclear, or is omitted, the bid may be deemed irregular unless the project being bid has only a single item and a clear, readable total bid is provided.

In the case of a discrepancy between the sum of the figures in the item total column (adjusted per the previous paragraphs, if necessary) and the amount set forth as the total bid amount, the sum of the figures in the item total column shall prevail and the amount shown as the total bid amount shall be adjusted accordingly.

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Bid Proposal San Carlos Ave Eucalyptus Tree Removal - PHASE III, No. C1722 Page P-7

BID ITEMS ARE AS FOLLOWS:

San Carlos Ave Eucalyptus Tree Removal - Phase III

PROJECT NO. C1722

Item
No.

Item
Description
Estimated
Quantity

Unit
Unit
Price
Item
Total
1 Mobilization LS 1

$

$
2 Traffic Control and Construction
Area Signs LS 1

$

$
3 Eucalyptus Tree and Stump
Removal. DBH <= 18 EA 7

$

$
4 Eucalyptus Tree and Stump
Removal. DBH > 18 EA 11

$

$
5 Eucalyptus Tree Removal and
Stump to Remain. DBH <= 18 EA 6

$

$
6 Eucalyptus Tree Removal and
Stump to Remain. DBH > 18 EA 6

$

$
7 Non-Eucalyptus Tree and Stump
Removal. DBH <= 18 EA 2

$

$
8 Non-Eucalyptus Tree and Stump
Removal. DBH > 18 EA 1

$

$
9 Non-Eucalyptus Tree Removal and
Stump to Remain. DBH <= 18 EA 3

$

$
10 Remove and Replace Fence in Kind LF 360

$

$
11 Potholes for existing utilities
(Revocable if not used) EA 2

$

$
Total Bid Amount: $___________________

Notes:

1. The Contract will be compared and awarded on the basis of the Total Bid Amount.

2. All items on the Bid Schedule must be bid. Partial bids will not be accepted.

3. The City reserves the right to reject all bids for any reason whatsoever.

4. Issuance of the “Notice to Proceed” will constitute the beginning of the Contract.

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DESIGNATION OF SUBCONTRACTORS
The Contractor shall perform work equaling at least 30 percent of the value of the original total bid with the Contractor’s own employees and equipment, owned or rented, with or without operators.

In accordance with the Subletting and Subcontracting Fair Practices Act, Public Contract Code sections 4100 et seq. (the “Subcontracting Act”), the Bidder hereby certifies and submits, as required by law, the following concerning subcontractors:

1. The portion of the work, which will be done by each such subcontractor; and

2. The name and location of the place of business of each subcontractor who will perform work or labor, fabricate a portion of the work or improvement according to detailed drawings in the project plans, or render service to the Contractor in or about the construction of the work in an amount in excess of one-half of one percent (0.5%) of the Contractor’s total bid.

Portion of Work to be
Performed by Subcontractor
Subcontractor Name,
Address and License Number
(License No. Required under AB 44)
Registered
with DIR?
 check if yes

1. 2.

3. 4.

5. 6.

7. (For additional Subcontractors, attach copies of this sheet as necessary) NOTE: T HIS CERTIFICATE MUST BE COMPLETED AND RETURNED ALONG WITH THE CONTRACTOR’S BID PROPOSAL.  DEPARTMENT OF INDUSTRIAL RELATIONS REGISTRATION REQUIREMENT In accordance with Labor Code Section 1725.5, all contractors and subcontractors listed on a public works bid proposal must be registered with the DIR.

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NON-COLLUSION AFFIDAVIT
Title 23 United States Code Section 112 and
Public Contract Code Section 7106
State of California )
) ss.

County of _______________ )
(name of person signing affidavit), being first duly
sworn, deposes and says under penalty of perjury under the laws of the State of California, that he or she has the right, power, legal capacity, and authority to execute this Affidavit as (sole owner, partner, president, secretary, etc) of
(legal name of Bidder), the Bidder, that the
Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the Bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in any false or sham Bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham Bid, or that anyone shall refrain from Bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any other Bidder, or to secure any advantage against the public body awarding the Contract or anyone interested in the proposed Contract; that all statements contained in the Bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his Bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, Bid depository, or to any member or agent thereof to effectuate a collusive or sham Bid.

IN WITNESS WHEREOF, the undersigned, as bidder, represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Bidder, and have executed this document by setting hereto their names, titles and signature. (Signature of Representative of Bidder)
Subscribed and sworn to before me, a Notary Public in and for the State of California, County of _____________________, this ______ day of _________________, 20____.

Signature of Notary Public:________________________
My Commission expires __________________, 20_____ (Seal) NOTE: THIS AFFIDAVIT MUST BE COMPLETED AND RETURNED AS PART OF THE CONTRACTOR’S B ID PROPOSAL.

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BIDDER’S QUALIFICATIONS
The following statements as to the financial qualifications and experience of the Bidder are submitted as a part of this Bid and the Bidder guarantees the truthfulness and accuracy of the information. Pursuant to Public Contract Code 10165, financial statements and experience questionnaires are not public records and are not open to public inspection.

Financial Data
Reference is hereby made to the following bank or banks as to the financial responsibility of the bidder.

NAME OF BANK ADDRESS
Experience Data
The Bidder has been engaged in the contracting business, under the present business name for ________ years. Experience in work of a nature similar to that covered in this Bid extends over a period of __________ years.

The Bidder as a Contractor has never failed to satisfactorily complete a contract awarded to him, except as follows: (Name all exceptions and reasons therefore):

Bidder’s Personnel
The following is a list of key personnel including an listing of the person’s knowledge, ability or trade along with a brief description of their experience. If Bidder is awarded the Contract, it is understood that the work will be directed and actively supervised by one of these persons.

List of Personnel Knowledge/Skills Experience

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BIDDER’S REFERENCE
List three (3) major projects which the Bidder has performed comparable work within the last three (3) years. Provide a contact person and description of the project, or other such information that will demonstrate the ability to vigorously prosecute the work.

1. PROJECT NAME LOCATION YEAR COMPLETED

AGENCY CONTACT PERSON TELEPHONE NO. FINAL CONSTRUCTION COST

BRIEF DESCRIPTION OF THE WORK AND/OR MANNER OF EXECUTION

2. PROJECT NAME LOCATION YEAR COMPLETED

AGENCY CONTACT PERSON TELEPHONE NO. FINAL CONSTRUCTION COST

BRIEF DESCRIPTION OF THE WORK AND/OR MANNER OF EXECUTION

3. PROJECT NAME LOCATION YEAR COMPLETED

AGENCY CONTACT PERSON TELEPHONE NO. FINAL CONSTRUCTION COST

BRIEF DESCRIPTION OF THE WORK AND/OR MANNER OF EXECUTION

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SIGNATURE PAGES
The terms and conditions of the final contract when executed shall control and supersede anything herein to the contrary or inconsistent with such contract.

The bidder states that he has inspected the site of the propose work in order to satisfy himself, by personal examination, or by such other means as he prefers, of the location of the proposed work and as to the actual conditions of and at the work site. The bidder hereby offers to furnish all labor, materials, equipment, transportation, and services necessary to complete the work on this project in accordance with the Contract Documents and to complete all requirements of the Contract Documents for the sums quoted in this Bid.

Addenda:
(if any) bidder has received and examined all addenda issued during the bid period and agrees that all addenda shall be made a part of the Contract Documents. The bidder acknowledges receipt and incorporation of all impacts resulting from all addenda issued by inserting the number of each addendum below OR by signing and submitting with the bid proposal the signature page from each addendum.

Addendum Nos. _____, _____, _____, _____, _____, _____, _____, _____ Bidder’s Guarantee:

In accordance with Public Contract Code Section 20170, accompanying this Bid is _______________ (insert the word “Cash”, “Cashier’s Check”, “Certified Check” or “Bidder’s Bond” as the case may be) made payable to the City of San Carlos in the amount of ___________________________________________________($_______________) equal to at least ten percent (10%) of the total amount of this bid. This amount is given as a guarantee that, in case the undersigned defaults in executing a contract and/or furnishing the necessary bonds after contract award, the said guarantee and the money payable thereon shall become and remain the property of the City as liquidated damages.

Company Profile:

The names of all persons interested in the foregoing bid as principals are as follows:
(Note: If bidder or other interested person is a corporation, state the legal name of corporation, also names of the president, secretary, treasurer and manager thereof; if partnership, state true name of firm, also names of all individual partners composing firm; if bidder or other interested person is an individual, state first and last name in full).

Firm Name:

Business Address:

Names and Titles of Company Officers:

1. 2.

3. 4.

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Proposal Execution:

IN WITNESS WHEREOF, the undersigned, as bidder, represent and warrant that they have the right, power, legal capacity and authority to enter into and execute this document on behalf of the Bidder, and have executed this document by setting hereto their names, titles, and signatures. The representations made herein, including but not limited to the above contractor’s license, expiration date and name of bidder, are true and correct, shall be complied with and are made under penalty of perjury.

IF SOLE OWNER, sign here:

I sign as sole owner of the business named above.___________________________ Social Security Number:_________________________________________________ Employer Identification Number:___________________________________________ IF PARTNERSHIP, sign here:

The undersigned certify that we are partners in the business named above and that we sign this contract proposal with full authority to do so. (one or more partners sign) ______________________________________________________________________ ______________________________________________________________________ Federal Tax Identification No. (EIN):_________________________________________ State Tax Identification No.:_______________________________________________ IF CORPORATION, execute here:

The undersigned certify that they sign this contract proposal with full and proper authorization to do so.

Corporate name _________________________________________________________ By_____________________________________ (Title) _________________________ By_____________________________________ (Title) _________________________ Incorporated under the laws of the State of ___________________________________ Federal Tax Identification No. (EIN):_________________________________________ State Tax Identification No.:_______________________________________________ Subscribed and sworn to before me, a Notary Public in and for the State of California, County of _____________________, this ______ day of _________________, 20____.

Signature of Notary Public:________________________
My Commission expires __________________, 20_____ (Seal)

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BIDDER’S BOND
To Accompany Contract Proposal
KNOW ALL PERSONS BY THESE PRESENTS:

That we, the undersigned _________________________________________, as principal and __________________________________, as surety, are held and firmly bound unto the City of San Carlos as OWNER in the penal sum of TEN PERCENT (10%) of the total amount of the bid of the principal, for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns.

The condition of the above obligation is such that whereas the Principal has submitted to OWNER a certain BID attached hereto and hereby made a part hereof to enter into a contract in writing, for the San Carlos Ave Eucalyptus Tree Removal - Phase II, No. C1722.

NOW, THEREFORE
(a) If said BID shall be rejected, or
(b) If said BID shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BIDS including all required bonds for faithful performance and labor and material, as well as all required evidence of insurance) then this obligation shall be void, otherwise the same shall remain in force and effect.

In the event the City brings suit upon this Bond, surety shall pay reasonable attorney’s fees and costs incurred by the City in such suit.

The Surety, for value received, stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the City of San Carlos may accept such BID; and said Surety does hereby waive notice of any such extension.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, this day and year first set forth.

By: (L.S.) By:
(Principal) (Seal) (Surety) (Seal) Subscribed and sworn to before me, a Notary Public in and for the State of California, County of _____________________, this ______ day of _________________, 20____.

Signature of Notary Public:________________________ (Seal) My Commission expires __________________, 20_____
IMPORTANT: Surety companies executing BONDS must be authorized to transact Surety insurance in the State of California. If Contractor is Partnership, all partners should execute BOND.

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AGREEMENT AND AGREEMENT FORMS

TABLE OF CONTENTS
Public Project Agreement ............................................................................................. A-1 Exhibit A: Contractor’s Bid Proposal ......................................................................... A-12 Exhibit B: Insurance Coverage .................................................................................. A-14 Resolution of Construction Claims.............................................................................. A-15 Agreement Forms
Payment Bond................................................................................................. A-17 Performance Bond .......................................................................................... A-19 Workers Compensation Certification .............................................................. A-21 Certification of Safety Requirements for Contractors and Vendors ................ A-22 Drug Free Workplace Certification .................................................................. A-23 Escrow Agreement for Security Deposits in Lieu of Retention (Optional)....... A-24 Guarantee ....................................................................................................... A-26 A-2

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AGREEMENT FOR PUBLIC PROJECTS

This Agreement is made and entered into as of __________________ by and between the City of San Carlos hereinafter called "CITY" and ____________________ hereinafter called "CONTRACTOR.”

RECITALS

This Agreement is entered into with reference to the following facts and circumstances:

A. That CITY desires to engage CONTRACTOR to provide a product and/or services to the CITY;

B. That CONTRACTOR is qualified to provide the product and/or services to the CITY and;

THEREFORE, the CITY has elected to engage CONTRACTOR upon the terms and conditions as hereinafter set forth.

1. Services. The services to be performed by CONTRACTOR under this Agreement are described in Exhibit A, the CONTRACTOR’S bid proposal which is, by this reference, incorporated herein and made a part hereof as though it were fully set forth herein.

Performance of the services specified in said Exhibit is hereby made an obligation of CONTRACTOR under this Agreement, subject to any changes that may be made subsequently hereto upon the mutual written agreement of the said parties.

Where in conflict, the terms of this Agreement supersede and prevail over any terms set forth in Exhibit A.

2. Term; Termination. (a) The term of this Agreement shall commence upon the date hereinabove written and shall expire upon the date enumerated in Exhibit A, delivery of the product or completion of performance of services hereunder by CONTRACTOR, whichever date shall first occur . (b) Notwithstanding the provisions of (a) above, CITY may terminate this Agreement without cause by giving written notice not less than thirty (30) days prior to the effective date of termination, which date shall be included in said notice. CITY shall compensate CONTRACTOR for any product delivered and/or for services rendered, and reimburse CONTRACTOR for costs and expenses incurred, to the date of termination, calculated in accordance with the provisions of paragraph 3. In ascertaining the services actually rendered to the date of termination, consideration shall be given both to completed work and work in process of completion.

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Nothing herein contained shall be deemed a limitation upon the right of CITY to terminate this Agreement for cause, or otherwise to exercise such rights or pursue such remedies as may accrue to CITY hereunder.

3. Compensation; Expenses; Payment . CITY shall compensate CONTRACTOR for all products supplied or services performed by CONTRACTOR hereunder as shown in Exhibit A attached hereto and by this reference incorporated herein.

Notwithstanding the foregoing, the combined total of compensation and reimbursement of costs payable hereunder shall not exceed the sum of __________________$_________, as provided in the approved bid documents or in this Agreement unless additional amounts have been authorized in the acceptance of the bid and approved in advance of supplying the product, performing the services or incurring the costs and expenses by CITY’s City Manager (for contracts less than $1 75,000 or authorized by City Council action for contracts $ 175,000 or more by motion duly made and carried).

Compensation and reimbursement of costs and expenses hereunder shall be payable upon CONTRACTOR meeting contract milestones as defined in Exhibit A. Billing shall include an itemized statement, briefly describing by task and labor category or cost/expense items billed.

4. Contractor affirms that its employees and contractors comply with California Prevailing Wage Law.

5. Additional Services. In the event the public project requires the delivery of additional products or performance of additional services not otherwise included within Exhibit A, such products or services must be authorized in advance by CITY’s City Man ager (for contracts less than $1 75,000 or authorized by City Council action for contracts $ 175,000 or more . Such amendment to this Agreement shall include a descr iption of the project or services to be performed thereunder, the maximum compensation and reimbursement of costs and expenses payable therefor e, the time of performance thereof, and such other matters as the parties deem appropriate. Any additional services causing the total contract price to exceed $175 ,000, shall require approval by the City Council. Except to the extent modified by written amendment, all other terms and conditions of this Agreement shall be deemed incorporated in each such amendment.

6. Records. CONTRACTOR shall keep and maintain ac curate records of products delivered or of all time expended in performing services and costs and expenses incurred relating thereto . Said records shall be available to CITY for review and copying during regular business hours at A-3

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CONTRACTOR’s place of business or as otherwise agreed upon by the parties.

7. Authorization. This Agreement becomes effective when endorsed by both parties in the space provided below.

8. Reliance on Specialized Professional Skill of CONTRACTOR.

CONTRACTOR represents that it has the necessary professional skills to perform the services required and the CITY shall rely on such specialized skills of the CONTRACTOR to do and perform the work. In performing services hereunder CONTRACTOR shall adhere to the standards generally prevailing for the performance of services similar to those to be performed by CONTRACTOR hereunder.

9. Documents. All documents, plans, drawings, renderings, and other papers, or copies thereof, as finally rendered, prepared by CONTRACTOR pursuant to the terms of this Agreement, shall, upon preparation and delivery to CITY, become the property of CITY

10. Relationship of Parties. It is understood that the relationship of CONTRACTOR to the CITY is that of an independent contractor and all persons working for or under the direction of CONTRACTOR are its agents or employees and not agents or employees of the CITY.

11. Schedule. CONTRACTOR shall adhere to the schedule set forth in Exhibit A; provided, that CITY shall grant reasonable extensions of time for the delivery of products or performance of services occasioned by governmental reviews of CONTRACTOR’s work product or other unavoidable delays; provided, further, that such unavoidable delay shall not include strikes, lockouts, work stoppages, or other labor disturbances conducted by, or on behalf of, CONTRACTOR’s officers or employees.

CONTRACTOR acknowledges the importance to CITY of timely delivery of products or services and agrees to put forth its best professional efforts to perform in a manner consistent with that schedule.

12. Indemnity. CONTRACTOR shall indemnify and hold harmless City, its officers, employees, agents and volunteers from and against all liability, loss, damage, expense, and cost (including, without limitation, reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR’s negligence, recklessness, or willful misconduct in the performance of work hereunder, or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage caused by the active negligence or willful misconduct of the City. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and A-4

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Agreement for Public Projects Revised 01/11/2022
intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

Nothing herein contained shall be construed to require CONTRACTOR to indemnify CITY, its officers, employees, agents and volunteers against any responsibility or liability in contravention of Section 2782 of the California Civil Code.

13. Insurance. CONTRACTOR shall acquire and maintain Workers’ Compensation, employer’s liability, commercial general liability, owned and non-owned and hired automobile liability insurance coverage relating to CONTRACTOR’s services to be performed hereunder covering CITY’s risks in form subject to the approval of the City Attorney and/or CITY’s Risk Manager. The minimum amounts of coverage corresponding to the aforesaid categories of insurance per insurable event shall be as follows:

Insurance Category Minimum Limits

Workers’ Compensation statutory minimum

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

Contractor shall submit to City a
Waiver of Subrogation
endorsement in favor of City, its
officers, agents, employees, and
volunteers.

Commercial General Liability $5,000,000 per occurrence for Liability bodily injury,
personal injury, and property
damage, including without
limitation, blanket contractual
liability and coverage for
explosion, collapse and
underground property damage
hazards. If a general aggregate
limit applies, either the general
aggregate limit shall apply
separately to this project/location
or the general aggregate limit
shall be twice the required
occurrence limit. Coverage must
be at least as broad as Insurance
Services Office form CG 00 01.

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Agreement for Public Projects Revised 01/11/2022
Automobile Liability $5,000,000 per accident for
bodily injury and property
damage (coverage required to
the extent applicable to
CONTRACTOR’s vehicle usage
in performing services hereunder)

Concurrently with the execution of this Agreement, CONTRACTOR shall furnish CITY with certificates and copies of information or declaration pages of the insurance required hereunder and, with respect to evidence of commercial general liability and automobile liability insurance coverage, original endorsements:

(a) Precluding cancellation or reduction in per occurrence limits before the expiration of thirty (30) days (10 days for nonpayment) after CITY shall have received written notification of cancellation in coverage or reduction in per occurrence limits by first class mail;

(b) Contractor’s general liability policies shall be primary and non- contributory, and be endorsed using Insurance Services Office form CG 20 10 to provide that City and its officers, officials, employees, and agents shall be additional insureds under such policies. An endorsement providing completed operations coverage for the additional insured, ISO form CG 20 37, is also required.

Claims Made Policies
If any of the required policies provide claims-made coverage:

1. The Retroactive Date must be shown, and must be before the date of the contract or the beginning of contract work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the CONTRACTOR must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.

Verification of Coverage
CONTRACTOR shall furnish the CITY with original certificates and amendatory endorsements effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the CITY before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the CONTRACTOR’s obligation to provide them. The CITY reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

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Wai
ver of Subrogation
CONTRACTOR hereby grants to CITY a waiver of any right to subrogation which any insurer of said CONTRACTOR may acquire against the CITY by virtue of the payment of any loss under such insurance. This provision applies regardless of whether or not the CITY has requested or received a waiver of subrogation endorsement from the insurer.

Acc
eptability 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 City.

Spe
cial Risks or Circumstances
CITY reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Cover
age
It is a requirement under this agreement that any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits shall be made available to the Additional Insured and shall be (1) the minimum coverage and limits specified in this Agreement; or (2) the broader coverage and maximum limits of coverage of any insurance policy, whichever is greater.

CON
TRACTOR shall maintain insurance as required by this contract to the fullest amount allowed by law and shall maintain insurance for a minimum of five years following completion of the project. In the event contractor fails to obtain or maintain completed operations coverage as required by this agreement, the city at its sole discretion may purchase the coverage required and the cost shall be paid by CONTRACTOR.

Pri
mary and Non-Contributory Coverage
The Additional Insured coverage under the CONTRACTOR’s policy shall be “primary and non-contributory” as will not seek contribution from the CITY insurance or self-insurance and shall be at least as broad as CG 20 01 04 12.

Exc
ess Insurance
The limits of insurance required in this agreement may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of CITY before the CITY insurance or self-insurance shall be called upon to protect it as a named insured.

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14. SUBCONTRACTORS. CONTRACTOR agrees to include with all subcontractors in their subcontracts the same requirements and provisions of this agreement including the indemnity and Insurance requirements to the extent they apply to the scope of the Subcontractors’ work. Subcontractors hired by CONTRACTOR agree to be bound to CONTRACTOR and CITY in the same manner and to the same extent as CONTRACTOR is bound to CITY under the Contract documents.

Subcontract shall agree to include these same provisions in any agreement with a sub- subcontractor. CONTRACTOR shall require all subcontractors to provide a valid certificate of insurance and the required endorsements included in the agreement prior to commencement of any work and will provide proof of compliance to the CITY.

Subco
ntractor shall agree to be bound to CONTRACTOR and CITY in the same manner and to the same extent as CONTRACTOR is bound to CITY under the Contract Documents. Subcontractor shall further agree to include the same requirements and provisions of this agreement, including the indemnity and Insurance requirements, with a Sub- subcontractor to the extent they apply to the scope of the Sub- subcontractors’ work. A copy of the CITY Contract Document Indemnity and Insurance provisions shall be furnished to the subcontractor upon request.

15. WORKERS' COMPENSATION. CONTRACTOR certifies that he /she/it is aware of the provisions of the Labor Code of the State of California which require every employer to be insured against liability for workers' compensation or to undertake self -insurance in accordance with the provisions of that Code, and CONTRACTOR certifies that he will comply with such provisions before commencing the performance of the work of this agreement.

16. NON-DISCRIMINATION. The CONTRACTOR will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The CONTRACTOR will take affirmative action to insure that applicants are employed and the employees are treated during employment without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, advancement, demotion, transfer, recruitment, or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. The CONTRACTOR shall at all times be in compliance with the requirements of the Federal Americans With Disabilities Act (Public Law 101- 336) which prohibits discrimination on the basis of disability by public entities. The CONTRACTOR agrees to post in conspicuous places available to employees and applicants for employment any notices provided by the CITY setting forth the provisions of this non-discrimination clause.

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17. Notice. All notices required by this Agreement shall be given to the CITY and CONTRACTOR in writing, by first class mail, postage prepaid, addressed as follows:

CITY: City of San Carlos
600 Elm Street
San Carlos, CA 94070
Attention: City Manager

CONTRACTOR: _____________________
Address
Phone
Attention: ______________

18. Non-Assignment. This Agreement is not assignable either in whole or in part.

19. Amendments. This Agreement may be amended or modified only by written agreement signed by both parties.

20. Business Registration. CONTRACTOR agrees to comply with Chapter

5.04 of the Municipal Code and pay all fees required to be paid.

21. Validity. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement.

22. Governing Law. This Agreement shall be governed by the laws of the State of California and any suit or action initiated by either party shall be brought in the County of San Mateo, California. In the event of litigation between the parties hereto to enforce any provision of the Agreement, the unsuccessful party will pay the reasonable attorney’s fees and expenses of litigation of the successful party.

23. Mediation. Should any dispute arise out of this Agreement, the parties shall meet in mediation and attempt to reach a resolution with the assistance of a mutually acceptable mediator. Neither party shall be permitted to file legal action without first meeting in mediation and making a good faith attempt to reach a mediated resolution. The costs of the mediator, if any, shall be paid equally by the parties. If a mediated settlement is reached neither party shall be deemed the prevailing party for purposes of the settlement and each party shall bear its own legal costs. If a party refuses or fails to participate in mediation in good faith prior to filing a lawsuit, then that party shall be barred from recovery of attorneys fees and costs of suit.

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24. Conflict of Interest . CONTRACTOR may serve other clients, but none who are active within the City of San Carlos or who conduct business that would place CONTRACTOR in a "conflict of interest" as that term is defined in State law.

25. Entire Agreement. Each party acknowledges that this agreem ent, the exhibits hereto, and the documents incorporated by reference herein constitute the complete agreement and exclusive statement of the terms and conditions between the parties, which supercedes and merges all prior proposals, understandings and all other agreements, verbal and written, between the parties relating to the subject matter of this agreement. This agreement may not be modified or altered except by written instrument duly executed by both parties.
[SIGN
ATURE PAGE TO FOLLOW]
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SIGNATURE PAGE

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on the date first above written by their respective officers duly authorized in that behalf.

CITY OF SAN CARLOS:

Dated: _________________________________ Jeff Maltbie, City Manager

ATTEST:

Dated: ________________________________ Crystal Mui, City Clerk

APPROVED AS TO FORM:

Dated:

Gregory J. Rubens, City Attorney

CONSULTANT/CONTRACTOR/VENDOR:

I acknowledge that I have full authority to execute this agreement on behalf of the Consultant/Contractor/Vendor, and have read, understand, and agree to comply with the provisions of this Agreement, including the Insurance and indemnity requirements set forth herein.

Dated:

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Agreement for Public Projects Revised 03/14/2019

EXHIBIT A
CONTRACTOR’S BID PROPOSAL

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Agreement for Public Projects Revised 03/14/2019
[This page to be used for other Exhibits to add on, if any]

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Agreement for Public Projects Revised 03/14/2019

EXHIBIT B
This INSURANCE COVERAGE FORM modifies or documents insurance provided under the following:

Named Insured: Effective Work Date(s):

Description of Work/Locations/Vehicles:

ADDITIONAL INSURED: City of San Carlos
600 Elm Street, San Carlos, CA 94070
Attention: _________________________________
Contract Administrator
Endorsement and Certificates of Insurance Required
The Additional Insured, its elected or appointed officers, officials, employees and volunteers are included as insureds with regard to damages and defense of claims arising from: (Check all that apply) Insurer Policy No.

General Liability: (a) activities performed by or on behalf of the Named Insured, (b) products and completed operations of the Named Insured, (c) premises owned, leased occupied or used by the Named Insured, and/or (d) permits issued for operations performed by the Named Insured. {Note:

MEETS OR EXCEEDS ISO Form # CG 20 10 11 85}
Auto Liability : the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the Named Insured, regardless of whether liability is attributable to the Named Insured or a combination of the Named Insured and the Additional Insured, its elected or appointed officers, officials, employees or volunteers.

Other:

Certificates of Insurance Required (no endorsement needed) (Check all that apply)
Insurer Policy No.

Workers Compensation: work performed by employees of the Named Insured while those employees are engaged in work under the simultaneous directions and control of the Named Insured and the Additional Insured.

Professional Liability:

PRIMARY/NON-CONTRIBUTORY: This insurance is primary and is not additional to or contributing with any other insurance carried by or for the benefit of Additional Insureds.

SEVERABILITY OF INTEREST: The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is brought, except with respect to the insurer’s limit of liability.

PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS: Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the Additional Insured, its elected or appointed officers, officials, employees, or volunteers.

CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, canceled, reduced in coverage or in limits except after thirty (30) days' prior written notice (ten (10) days if canceled due to non-payment) by regular mail return receipt requested has been given to the Additional Insured. Such notice shall be addressed as shown above.

WAIVER OF SUBROGATION: The insurer(s) named above agree to waive all rights of subrogation against the CITY/Public Works Departmentt, its elected or appointed officers, officials, agents, volunteers and employees for losses paid under the terms of this policy which arise from work performed by the Named Insured for the CITY/Public Works Department.

Nothing herein contained shall vary, alter or extend any provision or condition of the Policy other than as above stated.

SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, _______________________________________________________________(print/type name), warrant that I have authority to bind the above-named insurance company and by my signature hereon do so bind this company. ________________________________________________________________ _____________________ SIGNATURE OF AUTHORIZED REPRESENTATIVE (original signature required) DATE ISSUED ORGANIZATION:_________________________________________ TITLE:______________________________ ADDRESS: _____________________________________________ TELEPHONE: ( ) _______

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Agreement for Public Projects Revised 03/14/2019

RESOLUTION OF CONSTRUCTION CLAIMS
Any public works claims arising under this contract which the Contractor wishes to assert against the Governing Agency shall be governed by California Public Contract Code Section 9204. Claims which do not exceed three hundred seventy-five thousand dollars ($375,000) are also subject to the provisions of Article 1.5 of the California Public Contract Code (commencing with Section 20104). Pursuant to California Public Contracts Code Section 9204, claims shall be resolved as follows:
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.

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Agreement for Public Projects Revised 03/14/2019
(E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor.

The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.

A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.

Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

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Agreement for Public Projects Revised 03/14/2019

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS, that
WHEREAS, The City of San Carlos (hereinafter referred to as “Owner”) and (hereinafter referred to as “Principal”) have entered into a contract for the construction of San Carlos Ave Eucalyptus Tree Removal - Phase III, Project No. C1722 and
WHEREAS, under the terms of said contract Principal is required to furnish a bond securing payment of the claims to which reference is made in Section 3248 of the Civil Code; NOW, THEREFORE, we, the Principal, and
, as Surety, are held and firmly bound unto the
“Owner” in the penal sum of
/l00 Dollars ($ )
lawful money of the United States, being not less than one hundred percent (100%) of the amount payable by the terms of the contract, for the payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

The condition of this obligation is such that if said Principal or any of its subcontractors fails to pay any of the persons named in Section 3181 of the Civil Code, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Principal or its subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with respect to such work and labor that the Surety will pay for the same, in an amount not exceeding the amount hereinabove set forth and also will pay, in case suit is brought upon this bond, a reasonable attorney’s fee, to be fixed by the court. We hereby state and confirm that we are a “California admitted insurer” as defined by the California Department of Insurance.

This bond shall inure to the benefit of any of the persons named in Section 3181 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

This bond is given to comply with Sections 3247 and 3248 of the Civil Code. The liability of the Principal and Surety hereunder is governed by the provisions of said Code, all acts amendatory thereof, and all other statutes referred to therein, including Section 3225 of the Civil Code.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed there under or the specifications accompanying the same shall in any ways affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications.

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IN WITNESS WHEREOF, the above bounded parties have executed this instrument under their seals this _________ day of __________________, 20 , the name and corporate seal of each corporate body being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. (Principal)
NOTE: By
To be signed by By
Principal and Surety
and acknowledgment
and notarial seal
(Surety)
By
By

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PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, that
WHEREAS, The City of San Carlos (hereinafter referred to as “Owner”) has entered into a contract with _ ___________________ (hereinafter referred to as “Principal”) for the construction of San Carlos Ave Eucalyptus Tree Removal - Phase III, No. C1722, and WHEREAS, said Principal is required under the terms of said contract to furnish a bond of faithful performance of said Contract;
NOW, THEREFORE, we, the Principal, and
, as Surety, are held and firmly bound unto the
“Owner” in the penal sum of ______________________________/100 Dollars ($ )
lawful money of the United States, being a sum equal to the total amount payable under the contract, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounded Principal shall in all things stand to and abide by and well and truly keep and perform the covenants, conditions and agreements in the said contract and any alteration thereof made as therein provided, on his part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.

As a condition precedent to satisfactory completion of the said contract, the above obligations to the amount of and-00/100 Dollars ($ ) being not less than ten percent (10%) of the total amount payable under the contract, shall hold good for a period of two (2) years after the completion and acceptance of said work, during which time if the above Principal shall fail to make full, complete and satisfactory repair and replacement or totally protect the “Owner” from loss or damage made evident during said period of two (2) years from the date of acceptance of said work, and resulting from or caused by defective materials or faulty workmanship in the prosecution of the work done, the above obligations in the said sum of
and-00/100 Dollars ($ ) shall remain in full force and
virtue; otherwise the above obligation shall be void.

And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed there under of the Specifications accompanying the same shall in any ways affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the Specifications. We hereby state and confirm that we are a “California admitted insurer” as defined by the California Department of Insurance.

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In the event that the “Owner” or its successors or assigns, shall be the prevailing party in an action brought upon this bond, then, in addition to the penal sum hereinabove specified, we agree to pay to the “Owner” for its successors or assigns, a reasonable sum on account of attorney’s fees in such action, which sum shall be fixed by the court.

IN WITNESS WHEREOF, the above bounded parties have executed this instrument under their seals this _________ day of __________________, 20 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to the authority of its governing body. (Principal)
NOTE: By
To be signed by By
Principal and Surety
and acknowledgment
and notarial seal
(Surety)
By
By

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WORKERS' COMPENSATION CERTIFICATION
Labor Code Section 1861
The Bidder hereby certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions and furnish proof of said insurance before commencing the performance of the work of this contract."
Name of Contractor
Signature of Contractor Representative
Dated: __________________________
NOTE: THIS CERTIFICATION MUST BE COMPLETED AND RETURNED BY THE SUCCESSFUL BIDDER PRIOR TO THE START OF CONSTRUCTION.

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CERTIFICATION OF SAFETY REQUIREMENTS FOR

CONTRACTORS AND VENDORS
California Code of Regulations, Title 8, Section 1509
To work as a contractor or vendor with the City of San Carlos, your organization is required to certify that it has an active on-the-job written Injury and Illness Prevention Program. This program is essential to make the job as accident-free as possible and to comply with Federal and State Safety Standards.

The undersigned hereby certifies that his/her organization has an active written Injury and Illness Prevention Program, as required by Cal-OSHA under California Code of Regulations, Title 8, General Industry Safety Orders, Section 3203 and/or Construction Safety Orders, Section 1509, that ensures compliance with, and enforcement of, current minimum Cal-OSHA Safety Standards, and that his/her organization has knowledge of these standards that are applicable to the job operations. This includes a program for ensuring employees have been trained to recognize hazards of their job.

The undersigned also hereby certifies that his/her organization has an active written Hazard Communication Program with evidence that all employees have been trained in safe use and handling of chemicals on the job site, and a file will be made available for review by the City of San Carlos of each Material Safety Data Sheet (MSDS) on those chemicals kept on the site.

Name of Contractor
Signature of Contractor Representative
Dated: __________________________
NOTE: THIS CERTIFICATION MUST BE COMPLETED AND RETURNED BY THE SUCCESSFUL BIDDER PRIOR TO THE START OF CONSTRUCTION.

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DRUG-FREE WORKPLACE CERTIFICATION
The bidder_________________________________________________________________, hereby certifies compliance with Government Code Section 8355 in matters relating to providing a drug-free workplace. The contractor will:

1. Publish a statement notifying employees that unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance is prohibited and specifying actions to be taken against employees for violations, as required by Government Code Section 8355(a).

2. Establish a Drug-Free Awareness Program as required by Government Code Section 8355(b), to inform employees about all of the following:
(a) The dangers of drug abuse in the workplace,
(b) The person’s or organization’s policy of maintaining a drug-free workplace, (c) Any available counseling, rehabilitation and employee assistance programs, and (d) Penalties that may be imposed upon employees for drug abuse violations.

3. Provide as required by Government Code Section 8355(c), that every employee who works on the proposed contract or loan:
(a) Will receive a copy of the company’s drug-free policy statement, and (b) Will agree to abide by the terms of the company’s statement as a condition of employment on the contract or loan.

I, the official named below, hereby swear that I am duly authorized legally to bind the contractor to the above described certification. I am fully aware that this certification, executed on the date below, is made under penalty of perjury under the laws of the State of California.

Dated:_______________________, 20____.
________________________________
Contractor’s Signature
NOTE: THIS CERTIFICATION MUST BE COMPLETED AND RETURNED BY THE SUCCESSFUL BIDDER PRIOR TO THE START OF CONSTRUCTION.

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ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION (Optional) Public Contract Code Section 22300
This Escrow Agreement is made and entered into by and between _______________________________ whose address is __________________________________________________ hereinafter called "Owner,"________________________________ whose address is ______________________________
____________________hereinafter called "Contractor" and ____________________________________ whose address is __________________________________________ hereinafter called "Escrow Agent." For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows:
(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for __________________ in the amount of _______________ dated __________ (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the Owner shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of ____________________, and shall designate the Contractor as the beneficial owner. (2) The Owner shall make progress payments to the Contractor for those funds which otherwise would be withheld
from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above.
(3) When the Owner makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until the time that the escrow created under this contract is terminated.

The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the Owner pays the Escrow Agent directly.
(4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the Owner. These expenses and payment terms shall be determined by the Owner, Contractor, and Escrow Agent.
(5) The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner. (6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor. (7) The Owner shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven (7) days written notice to the Escrow Agent from the owner of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner.

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(8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account.

The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges.
(9) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections (5) to (8), inclusive, of this agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. (10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

On behalf of Owner: On behalf of Contractor: On behalf of Escrow Agent:
___________________________ ___________________________ _______________________________ Title Title Title
___________________________ ___________________________ _______________________________ Name Name Name
___________________________ ___________________________ _______________________________ Signature Signature Signature
___________________________ ___________________________ _______________________________ Address Address Address
At the time the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Owner: Contractor:
______________________________ ___________________________________ Title Title
______________________________ ___________________________________ Name Name
______________________________ ___________________________________ Signature Signature

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GUARANTEE
(To Be Submitted Prior to Project Acceptance)

FOR THE
City of San Carlos
San Carlos, CA 94070
San Carlos Ave Eucalyptus Tree Removal - Phase III
Project No. C1722
We hereby guarantee that the work we have installed for the above named project has been done in accordance with the Plans and Specifications and that the work installed will fulfill the requirements of the guarantee.

We agree to repair or replace any or all of our work, together with any other adjacent work which may be displayed in so doing that may prove to be defective in its workmanship or material within a period of two (2) years from the date of acceptance of the above-named work by the City of San Carlos, without any expense whatsoever to the City of San Carlos, ordinary wear and tear and unusual abuse or neglect excepted.

Within fifteen (15) days after being notified in writing by the City of San Carlos of any defects in the work, we agree to commence and prosecute with due diligence all work necessary to fulfill the terms of this guarantee, and to complete the work within a reasonable period of time, and in the event of our failure to so comply, we collectively and separately, do hereby authorize said City of San Carlos to proceed to have such work done at our expense and we will honor and pay the cost and changes therefore upon demand.

Dated:

By:

NOTE: THIS CERTIFICATION MUST BE COMPLETED AND RETURNED BY THE SUCCESSFUL BIDDER PRIOR TO PROJECT ACCEPTANCE.

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GENERAL PROVISIONS

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TABLE OF CONTENTS
SECTION 1 – TERMS AND DEFINITIONS

1.01 Terms ................................................................................................................................. 1

1.02 Definitions........................................................................................................................... 1 SECTION 2 – PROPOSAL REQUIREMENTS AND CONDITIONS

2.01 General............................................................................................................................... 6

2.02 Proposal Forms.................................................................................................................. 6

2.03 Qualifications of Bidders..................................................................................................... 6

2.04 Rejection of Proposals Containing Alterations, Erasures, or Irregularities......................... 6

2.05 Submission of Bids............................................................................................................. 6

2.06 Approximate Estimate ........................................................................................................ 7

2.07 Examination of Plans, Specifications and Work Site.......................................................... 7

2.08 Withdrawal of Proposals..................................................................................................... 7

2.09 Proposal Guarantee ........................................................................................................... 7

2.10 Disqualification of Bidders.................................................................................................. 7

2.11 Bid Protest Procedures ...................................................................................................... 7

2.12 List of Subcontractors......................................................................................................... 8

2.13 Required Contractor and Subcontractor Registration ........................................................ 8 SECTION 3 – REVIEW OF BIDS, CONTRACT AWARD AND EXECUTION

3.01 Public Bid Opening and Initial Review ............................................................................... 9

3.02 Determination of Lowest Responsible Bidder .................................................................... 9

3.03 Notice of Award.................................................................................................................. 10

3.04 Contract Execution............................................................................................................. 10

3.05 Status of Contractor ........................................................................................................... 10

3.06 Assignment......................................................................................................................... 10

3.07 Recognition of Subcontractors ........................................................................................... 10

3.08 Return of Bid Security ........................................................................................................ 10

3.09 Forfeiture of Proposal Guarantee....................................................................................... 11

3.10 Contract Bonds................................................................................................................... 11

3.11 Notification of Surety Companies....................................................................................... 12

3.12 Power of Attorney............................................................................................................... 12

3.13 Insurance Requirements .................................................................................................... 12

3.14 Special Requirements ........................................................................................................ 12

3.15 Builders Risk Insurance...................................................................................................... 13

3.16 Certificates ......................................................................................................................... 13

3.17 Legal Address of Contractor............................................................................................... 13

3.18 Office of Contractor at Site................................................................................................. 13 SECTION 4 – SCOPE AND CONTROL OF THE WORK

4.01 Work to be Done ................................................................................................................ 14

4.02 Plans and Specifications .................................................................................................... 14

4.03 Reference to Standards and Codes................................................................................... 14

4.04 Authority of the Engineer.................................................................................................... 15

4.05 Contract Documents and Precedence ............................................................................... 15

4.06 Interpretation of Specifications and Drawings.................................................................... 15

4.07 Figured Dimensions ........................................................................................................... 15

4.08 Errors or Discrepancies...................................................................................................... 16

4.09 Drawings to be Furnished by Contractor............................................................................ 16

4.10 Additional Drawings by City................................................................................................ 16

4.11 Lines and Grades............................................................................................................... 16

4.12 Record Documents............................................................................................................. 16

4.13 Record Drawings................................................................................................................ 16

4.14 Reuse of Documents.......................................................................................................... 17

4.15 Subsurface Data................................................................................................................. 17

4.16 Right-of-Way ...................................................................................................................... 17

4.17 Removal of Defective and Unauthorized Work .................................................................. 17

4.18 Acceptance of Defective Work ........................................................................................... 17

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4.19 Submittals........................................................................................................................... 17

4.20 Substitutions....................................................................................................................... 18

4.21 Construction Staking Lines and Grades............................................................................. 19

4.12 Inspection of the Work........................................................................................................ 19

4.23 Testing................................................................................................................................ 19 SECTION 5 – CHANGES IN WORK

5.01 Limited City Authority to Approve Change Orders ............................................................. 21

5.02 Contractor Liability for Unapproved Change Orders .......................................................... 21

5.03 Non-Material Change Requests by the Contractor ............................................................ 21

5.04 Effect of Extension of Time ................................................................................................ 21

5.05 Letters of Instruction........................................................................................................... 21

5.06 Requests for Information, Inconsistencies and Changed Conditions................................. 21

5.07 Extra and Omitted Work..................................................................................................... 22

5.08 Change Orders................................................................................................................... 22

5.09 Disputed Work.................................................................................................................... 24 SECTION 6 – CONTROL OF MATERIALS

6.01 Materials and Workmanship............................................................................................... 25

6.02 Protection of Work and Materials ....................................................................................... 25

6.03 Trade Names or Equals ..................................................................................................... 25

6.04 Inspection of Materials by City ........................................................................................... 26

6.05 Inspection of Materials by Others....................................................................................... 26

6.06 Tests of Materials............................................................................................................... 26

6.07 Certification ........................................................................................................................ 26

6.08 Weighing and Metering Equipment .................................................................................... 26

6.09 Calibration of Testing Equipment ....................................................................................... 27 SECTION 7 – UTILITIES

7.01 City’s Statutory Obligation.................................................................................................. 28

7.02 Contractor’s Obligation to Identify and Protect Subsurface Infrastructure ......................... 28

7.03 Location.............................................................................................................................. 28

7.04 Protection ........................................................................................................................... 29

7.05 Shut Down Notification....................................................................................................... 29

7.06 Removal ............................................................................................................................. 29

7.07 Relocation .......................................................................................................................... 29

7.08 Delays ................................................................................................................................ 30

7.09 Cooperation........................................................................................................................ 30 SECTION 8 – PROSECUTION AND PROGRESS

8.01 Notice to Proceed............................................................................................................... 31

8.02 Commencement of Work.................................................................................................... 31

8.03 Subcontracting ................................................................................................................... 31

8.04 Administrative Duties.......................................................................................................... 31

8.05 Baseline Construction Schedule ........................................................................................ 31

8.06 Three-Week Look Ahead Schedule ................................................................................... 31

8.07 Construction Sequence...................................................................................................... 32

8.08 Recording Existing Conditions ........................................................................................... 32

8.09 Preconstruction Conference............................................................................................... 32

8.10 Progress Meeting ............................................................................................................... 32

8.11 Hours of Construction......................................................................................................... 32

8.12 Prosecution of Work........................................................................................................... 32

8.13 Suspension of Work ........................................................................................................... 33

8.14 Default by the Contractor and Termination of Control........................................................ 33

8.15 Contractor’s Right to Stop Work or Terminate Contract..................................................... 34

8.16 City’s Right to Terminate Contract ..................................................................................... 34

8.17 Time of Completion and Days Charged ............................................................................. 35

8.18 Liquidated Damages .......................................................................................................... 35

8.19 Delays and Extension of Time............................................................................................ 36

8.20 Substantial Completion ...................................................................................................... 38

8.21 Project Closeout................................................................................................................. 38

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8.22 Final Completion ................................................................................................................ 38

8.23 Final Acceptance................................................................................................................ 39

8.24 Risk of Loss........................................................................................................................ 39

8.25 Use of Improvements During Construction ....................................................................... 39 SECTION 9 – RESPONSIBILITIES OF THE CONTRACTOR

9.01 Contractor’s Responsibility for the Work ............................................................................ 40

9.02 Contractor’s Responsibility for Subcontracted Work.......................................................... 40

9.03 Superintendent................................................................................................................... 40

9.04 Character of Workers ......................................................................................................... 40

9.05 Laws to be Observed ......................................................................................................... 40

9.06 Permits and Fees ............................................................................................................... 42

9.07 Coordination and Cooperation ........................................................................................... 42

9.08 Use of Premises................................................................................................................. 43

9.09 Construction Staging and Field Office................................................................................ 43

9.10 Site Security ....................................................................................................................... 44

9.11 Construction Water............................................................................................................. 44

9.12 Project Site Maintenance ................................................................................................... 44

9.13 Preservation of Property..................................................................................................... 46

9.14 Protection of Buried Utilities ............................................................................................... 47

9.15 Protection of Bridges.......................................................................................................... 47

9.16 Protection of Traffic Signal Facilities .................................................................................. 47

9.17 Restoration of Adjacent and Existing Improvements ......................................................... 48

9.18 Archeological Remains....................................................................................................... 48

9.19 Access to Private Property................................................................................................. 48

9.20 Traffic Control and Public Convenience............................................................................. 48

9.21 Safety ................................................................................................................................. 51

9.22 Patent Fees or Royalties.................................................................................................... 53

9.23 Advertising.......................................................................................................................... 53

9.24 Antitrust Claims .................................................................................................................. 53

9.25 Audit and Examination of Records..................................................................................... 53

9.26 Notice of Entrance.............................................................................................................. 54

9.27 Additional and Emergency Protection ................................................................................ 54

9.28 Placing Portions of Work in Service ................................................................................... 54

9.29 Rights of Way..................................................................................................................... 54 SECTION 10 – MEASUREMENT AND PAYMENT

10.01 Measurement of Quantities for Unit Price Work................................................................. 55

10.02 Bid Items ............................................................................................................................ 55

10.03 Bid Quantities..................................................................................................................... 55

10.04 Progress Payments............................................................................................................ 56

10.05 Retentions .......................................................................................................................... 57

10.06 Final Payment .................................................................................................................... 58

10.07 Acceptance......................................................................................................................... 59

10.08 Compensation for Extra Work Omitted............................................................................... 59

10.09 Compensation to City for Extension of Time...................................................................... 59

10.10 Claims ................................................................................................................................ 59

10.11 Time Limit on Claims.......................................................................................................... 59

10.12 City Response to Claims.................................................................................................... 60

10.13 Appeal of Engineer’s Decision ........................................................................................... 60 SECTION 11 – GUARANTEE

11.01 Contractor’s Guarantee...................................................................................................... 61

11.02 Correction of Defective Work During the Guarantee Period .............................................. 61 * * *

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GENERAL PROVISIONS
SECTION 1 – TERMS AND DEFINITIONS

1.01 Terms – Unless otherwise stated, the words “directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory,” or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer.

1.02 Definitions – Except as amended or supplemented, whenever in the Contract Documents the following terms are used, the intent and meaning shall be interpreted as follows:

Agreement - The written contract documents between the City and the Contractor covering the performance of the work.

As Shown, As Indicated, As Detailed - Where these words or words of similar import, are used, it shall be understood that reference to the drawings accompanying these specifications is made unless stated otherwise. Where "As Directed", "As Permitted", "Approved", or words of similar import, are used, it shall be understood that the direction, requirements, permission, approval, or acceptance of the Engineer is intended unless stated otherwise. As used herein, "Provide" shall be understood to mean "Provide Complete in Place" that is, "Furnish and Install”, and "Install" shall mean the installation complete in place of an item of equipment furnished by the City.

ASTM - American Society for Testing and Materials specifications.

AWWA - American Water Works Association and its Standard Specifications.

Addenda - Written or graphic instruments issued prior to the opening of bids which clarify, correct or change the bidding documents or the Contract Documents.

Bid - The offer or proposal of the bidder submitted on the prescribed forms setting forth the prices for the work to be performed.

Bid Forms - Includes the Bid Schedule, Designation of Subcontractors, Bidders Statement of Responsibility, Bidder’s Non-Collusion Affidavit, Bid Security, and all other information requested by the Bid Proposal Documents.

Bidder – Any individual, firm, partnership, corporation, or combination thereof submitting a bid for the work, acting directly or through a duly authorized representative. After the City awards the Contract, the term “Bidder” shall be equivalent to the term “Contractor” for the purpose of identifying the Contractor’s rights and obligations under the Contract Documents.

Bidding Documents - The Notice Inviting Sealed Proposals, Instruction to Bidders, Bid Proposal forms and Bidders Bond.

Bonds - Bid, performance, labor and material, and warranty bonds and other instruments of security.

Change Orders – A written order by the Engineer to the contractor making changes in the plans or specifications which is signed by the Contractor and City authorizing an addition, deletion or revision in the work, with possible adjustment in the contract price or the contract time, issued on or after the effective date of the Agreement. If the change involves items for which there is no contract unit price, the order shall so state and stipulate that the changes shall be performed as extra work or work omitted.

City - The City of San Carlos acting through the City Council or any other board, body, official(s) to which or to whom the power belonging to the City Council has been properly delegated.

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City Regulations - All written laws, rules, and policies established by the City, including those set forth in the General Plan, San Carlos Municipal Code, ordinances, resolutions, policies, procedures, and City design documents (including the Standard Specifications, design standards, and relevant Public Facility Master Plans).

Code – The terms Government Code, Labor Code, etc., refer to codes of the State of California.

Contract – See definition for “Agreement”.

Contract Documents - See Agreement, Section 2.1, “List of Contract Documents and Precedence”.

Contract Drawings or Plans - All drawings which may have been prepared by or in behalf of the City, as a basis for proposals, when duly signed and made a part of this contract by incorporation or reference, all drawings submitted in pursuance of the terms of this contract by the successful bidder with his proposal and by the contractor to the City and reviewed by the Engineer; and all drawings submitted by the Engineer to the contractor during the progress of the work as provided for herein.

Contract Price - The total amount of money for which contract is awarded and as amended.

Contract Time - The number of days or the date stated in the contract as the duration for completing work.

Contract Unit Price - The Contractor’s original bid for a single unit of an item of work in the proposal.

Contractor - An individual, partnership, corporation, developer, joint venture, subdivider or other legal entity entering into a contract or agreement with the City to perform the work covered by this contract, and their authorized agents or legal representatives. After the City awards the Contract, the term “Contractor” shall be equivalent to the term “Bidder” for the purpose of identifying the Contractor’s rights and obligations under the Contract Documents.

Day or Days - Unless herein otherwise expressly defined, shall mean a calendar day of twenty- four hours each.

Defective Work - Work that is unsatisfactory, faulty, omitted, incomplete, deficient, or does not conform to the requirements of the Contract Documents, directives of the Engineer, or requirements of any inspection, reference standard, test, or approval specified in the Contract Documents, or has been damaged prior to the Engineer’s recommendation of final acceptance. See General Provisions Section

6.01, “Materials and Workmanship”.

Directive – Any document, signed by the City, with instruction to the Contractor pertaining to the completion of a project objective; including, but not limited to responses to requests for information, clarifications, letters of instruction, the notice of award and the notice to proceed.

Engineer - The Engineer duly and officially appointed by the City to represent the City and to observe the work of construction under this contract, acting personally or through agents or assistants duly authorized by him, such agents or assistants acting within the scope of the particular duties entrusted to them.

Extra Work - Performance or furnishing of work or material found necessary for the proper completion of the improvements, the payment of which is not covered by any item of the bid schedule and for which no means of payment, direct or indirect, has been provided in the contract.

Final Completion - The point at which work has been completed in accordance with the contract documents, plans and specifications to the satisfaction of the Engineer and there are no items of work remaining to be completed. See General Provisions, Section 8.22, “Final Completion”.

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Force Account Work – Force account work is a method of compensation utilized to pay for extra work typically needed to overcome unanticipated work, resulting from the project work scope, necessary to complete the project work scope that cannot be well defined prior to the start of extra work. General Provision, Section 5.08 “Change Orders“ establishes the specific methods of compensation for labor, materials and equipment used to perform the force account work.

Greenbook - The Standard Specifications and Plans written and promulgated by Public Works Standards, Inc., entitled “Standard Specifications for Public Works Construction”, and “Standard Plans for Public Works Construction”, current editions.

Hold Harmless - Agreement by one party to bring no claim for negligence, breach of contract, indemnity or otherwise against another party. See Agreement Section 17, “Indemnification”.

Inspector - The engineering or technical inspector(s) duly authorized or appointed by the Engineer or City, limited to the particular duties entrusted to him or them.

Liquidated Damages - The amount of dollars assessed for each and every calendar day required to complete the contract in excess of the contract time. See General Provisions, Section 8.18, “Liquidated Damages”.

Losses - Any and all losses, costs, liabilities, claims, damages, and expenses, including, without limitation, reasonable attorneys’ fees and expenses.

Manual of Uniform Traffic Control Devices (MUTCD) or California Manual of Uniform Traffic Control Devices (CAMUTCD) – The latest edition of the California Manual of Uniform Traffic Control Devices.

Modification – Modifications to the Agreement are executed by change orders, and may only be issued after the effective date of the contract.

Notice - Any notice allowed or required to be given by the City may be given by the Engineer.

Notice of Award – The written notice by the City to the successful Bidder stating that upon completion of required conditions the City will execute the contract.

Notice to Proceed – A written notice by the City to the Contractor authorizing the Contractor to proceed with the work and fixing the date on which the contract time will start.

Plans - The contract plans and/or supplemental drawings approved by the Engineer which show the location, character, dimensions and details of the work.

Project - The total construction of which the work performed under the Contract Documents may be the whole or a part and which may include construction by the City or by separate Contractors.

Proposal - The offer of a bidder when submitted on the proposal form, properly signed and guaranteed.

Reference Specifications - Those standards, rules, method of tests or analysis, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the current edition or amendments in effect at the time of advertising the project unless specifically referred to by edition, volume or date. Unless otherwise stated in the plans or specifications, the reference specification in effect shall be that edition which was in effect on the date of the Notice Inviting Bids.

Shop Drawings - All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for the Contractor to illustrate some portion of the work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information

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prepared by a supplier and submitted by the Contractor to illustrate material or equipment for some portion of the work. See General Provisions, Section 4.19, “Submittals”.

Special Provisions - Any provisions which supplement or modify these standard specifications.

Specifications – The information, directions, provisions and requirements pertaining to the work, and contained herein including Special Provisions, Technical Specification, General Provisions, those administrative subsections of Caltrans’ Standard Specification that are specifically referenced in this Contract and the non-administrative sections (Section 10 through 95) of the Caltrans’ Standard Specification dated 2010.

Standard Plans - The Standard Details of the City of San Carlos, current edition, including the Parks and Streetscape Standard Plans, current edition, identifying construction standards for the various items of work indicated and/or referred to on the plans, specifications or special provisions.

Standard Specifications - The Standard Specifications of the City of San Carlos.

Standard Specifications for Public Works Construction - The Standard Specifications for Public Works Construction, “Greenbook”, current edition.

State - State of California.

State Standard Plans - The Standard Plans of the Department of Transportation of the State of California, (Caltrans’) Standard Plans dated 2010.

State Standard Specifications - The Standard Specifications of the Department of Transportation of the State of California Caltrans’ Standard Specification dated 2010.

Subcontractor - Any individual, firm or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the work at the site. Unless otherwise specifically provided, the term Subcontractor includes Subcontractor of any tier, suppliers, manufacturers and distributors. See Section 3.07 of the General Provisions.

Substantial Completion – When the work (or a specified part thereof) has progressed to the point where it is sufficiently complete and in accordance with the Contract Documents. See General Provisions, Section 8.20, “Substantial Completion”.

Superintendent – The executive representative of the contractor responsible for the site supervision of the work at all times during progress, authorized to receive and fulfill instructions from the Engineer and to accept orders for changed and extra work.

Surety - Any individual, firm or corporation, bound with and for the Contractor for the acceptable performance and completion of the work, and the satisfaction of all obligations incurred.

Surveyor - A land surveyor licensed in the State of California.

Unbalanced Bid - See Materially Unbalanced Bid and Mathematically Unbalanced Bid.

Work - The construction and services required by the Contract Documents as amended by contract modifications, whether completed or partially completed, including all labor, materials, equipment, tools, and services provided or to be provided, by the Contractor to fulfill the Contractor’s obligations. The work may constitute the whole or a part of the project Working Day – Any day except Saturday, Sunday, Holidays observed by the City, or days in which the Contractor is entitled to an excusable delay. Holidays observed by the City are: Thanksgiving, day after Thanksgiving, Christmas Day, New Year’s Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor Day, and Veteran’s Day. See General Provisions, Section 8.19, “Delays and Extension of Time”. In addition, at the option of the Engineer, the contractor may be required

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to suspend all work and activities during the City’s annual Holiday Closure in late December and early January of each year. No work shall be done during this suspension except such work as is necessary for the proper care and protection of work already performed, or except in case of an emergency, and in any case, only with prior written permission of the Engineer. This suspension of work will be at no cost to the City. Working days will not be assessed during this suspension of work.

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SECTION 2 – PROPOSAL REQUIREMENTS AND CONDITIONS

2.01 General - Bidders may obtain complete sets of the Contract Documents, including the proposal forms to be used for bidding, at the location designated in the Notice to Bidders. Bidders shall use complete sets of Contract Documents in the preparation of bids. The City makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining Bids for the work and does not confer a license or grant permission for any other use of the Contract Documents.

2.02 Proposal Forms – The portion of the Contract Documents entitled “Bid Proposal” focuses the Bidders attention on the requirements for submitting a proposal, including the Notice to Bidders, and the Bid Proposal Forms.

Bids are required for the entire work described herein and shall be submitted on the blank forms prepared by the City and provided herein. The Bid Proposal submitted to the City shall consist of the completed Bid Schedule, Designation of Subcontractors, Bidders Statement of Responsibility, Bidder’s Non-Collusion Affidavit, Bidder’s Qualifications, Bidders References, Signature of Bidder, Bid Guaranty, and all other information requested by the Bid Proposal documents.

All proposals shall type or print legibly in ink the proposed prices both in writing and in figures and shall be signed, with address included, by the bidder or the bidder's authorized representative.

Corrections must all be individually initialed by the Bidder. Bidder shall not modify or qualify the Bid Forms in any manner.

The Bid Forms shall be signed by a person or persons legally authorized to bind the Bidder to the Contract. The individuals signing each document shall warrant that they are authorized to bind the legal entity of the Bidder. Proposals made by individuals must show the individual's signature and post office address; if made by a firm or partnership and the signature of one or all of the partners must be shown. Proposals submitted by corporations must show the name and post office address of the corporation, the name of the state, under whose laws the corporation is chartered, and the signature and title of the person signing on behalf of the corporation.

2.03 Qualifications of Bidders - Each bidder shall be licensed as specified in the Notice to Bidders and in accordance with the provisions of Chapter 9, Division 3, of the Business and Professions Code, State of California, and shall be skilled and regularly engaged in the general class or type of work called for under this contract.

It is the intention of the City to award a contract only to a bidder who is able to furnish satisfactory evidence that he has the requisite experience and ability and that he has sufficient capital, facilities and plant to enable him to prosecute the work successfully and promptly, and to complete it within the time set forth in the contract.

In determining the degree of responsibility to be credited to a bidder, the City will weigh any evidence indicating the bidder, or personnel guaranteed to be employed in responsible charge of the work, has satisfactorily performed other contracts of like nature and magnitude.

2.04 Rejection of Proposals Containing Alterations, Erasures, or Irregularities - Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete bids, irregularities of any kind, or corrections and erasures without initials by the Bidder.

2.05 Submission of Bids - All Bid Forms, including all documents required to be submitted with the Bid, shall be enclosed in a sealed opaque envelope. The envelope shall be clearly marked on its face with the Bidder’s name and address, and the notation “SEALED BID ENCLOSED, CITY OF SAN CARLOS”, with an identification of the project name and number as identified in the Notice to Bidders. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope. Oral, telephonic, facsimile, telegraphic, or electronically transmitted Bids are invalid and will not be accepted.

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Bids may be mailed or delivered by messenger. It is the Bidder’s responsibility alone to ensure that the Bid is received prior to the bid opening deadline at the place specified in the Notice to Bidders.

Whether or not bids are opened exactly at the time fixed in the public notice inviting bids, any bid received after that time shall be returned unopened.

2.06 Approximate Estimate - The quantities listed in the bid schedule are approximate only, supplied as a general indication of the scope of work and to be used as a basis for comparing bids. The City does not expressly or by implication agree that the actual amount of work will correspond therewith, and reserves the right to increase or decrease the amount of any class or portion of the work, or to delete any portions of the work in their entirety, from the quantities listed on the bid schedule, as may be deemed necessary or advisable by the Engineer.

2.07 Examination of Plans, Specifications and Work Site - Bidder shall examine carefully the plans, specifications, proposal and contract forms, and the physical site of the work contemplated, regardless of if a site walk or pre-bid meeting has been scheduled by the City or not. It will be assumed that the bidder has investigated and is aware of the conditions to be encountered in carrying out the proposed work, and is fully satisfied as to the scope, character, quality, quantity and requirements of the proposed work, and the submission of a bid will be an acknowledgement of that assumption.

The bidder shall receive no additional compensation for obstacles or difficulties due to surface or subsurface conditions actually encountered. Where investigations of surface or subsurface conditions have been made by the City in respect to foundation or other structural design, and that information is shown in the plans, said information is included only for the convenience of bidders. The City assumes no responsibility whatsoever as to the sufficiency or accuracy of borings, or of the log of test borings or other investigations or tests, or of the interpretation thereof; there is no guaranty, warranty or representation, express or implied, that the conditions indicated thereby in fact exist or are representative of those existing throughout the work. Such information shall be used as a basis for bids at the bidder's own and sole risk; making such information available to bidders is not to be construed in any way as a waiver of the other provisions of this paragraph, and bidders must satisfy themselves through their own investigation as to the surface and subsurface conditions to be encountered at the site. By submitting a Proposal, the Bidder has certified that he has examined all items indicated in Section 2.07, "Examination of Plans, Specifications, and Site of the Work."
Each proposal shall be enclosed in a sealed envelope and endorsed as specified in the Notice Invited Sealed Proposals. Bidders are warned the proposals containing irregularities of any kind, including erasures, omissions, conditions, alterations, or additional proposals may be rejected.

2.08 Withdrawals of Proposals - Any proposal may be withdrawn at any time prior to the time fixed in the Notice Inviting Sealed Proposals for the opening of bids, provided that a request in writing, executed by the bidder or his duly authorized representative, for the withdrawal of such bid, is filed with the City. The withdrawal will not prejudice the right of a bidder to file a new proposal.

2.09 Proposal Guaranty - Each proposal shall be accompanied by either a certified check, cashier's check, or bidder's bond of a surety company acceptable to the City in an amount not less than ten percent (10%) of the bid amount, and shall be made payable to the City.

2.10 Disqualification of Bidders - More than one proposal from an individual, firm or partnership, a corporation, or an association under the same or different names will not be considered.

Reasonable grounds for believing that any bidder is interested in more than one proposal for the work will be the cause of the rejection of all proposals in which such bidder is interested. If there is a reason to believe that collusion exists among the bidders, none of the participants in such collusion will be considered. Proposals in which the prices obviously are unbalanced may be rejected.

2.11 Bid Protest Procedures – Any protest of the proposed contract award shall be submitted in writing to the City Clerk no later than 5:00 p.m. on the fifth (5 th) business day following the date of the bid opening. If the fifth day falls on a weekend or holiday, the last day of the protest period shall be the first working day following the fifth day.

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The protest must include the name, address, and telephone number of the person representing the protesting party. In addition,
(a) 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. (b) The protest must contain a complete statement of the basis for the protest, and refer to the specific portion of the Contract Documents or the specific statute that forms the basis for the protest.
(c) The party filing the protest must concurrently transmit a copy of the protest to the proposed awardee.

Any 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.

The City shall review all timely protests prior to the award of contract. The City shall not be required to hold an administrative hearing to consider any protests, but may do so at its option. The City Council or the City Manager as designee if the authority to award the contract has already been granted by the City Council, may either reject the protest and award the project to the lowest responsible bidder or accept the protest and award the project to the next lowest responsible bidder. Nothing in this section shall be construed as a waiver of the City Council’s right to reject all bids.

2.12 List of Subcontractors - In accordance with the provisions of Section 4104 of the Public Contract Code, each proposal shall list the name, address and license number of each subcontractor to whom the bidder proposes to sublet portions of the work. A subcontractor is defined as one who contracts with the contractor to furnish materials and labor, or labor only, for performance of work.

Subcontractors shall be listed on the form provided in the Bid Proposal.

2.13 Required Contractor and Subcontractor Registration - In accordance with Labor Code Section 1725.5 and 1771.1, the contractor and all subcontractors shall be registered with the California Department of Industrial Relations (DIR) prior to the bid opening. All 2nd and lower tier subcontractors working on the project shall be registered with the Department of Industrial Relations prior to the work being performed. An inadvertent error in listing a subcontractor who is not registered may not be grounds for considering the bid non-responsive providing that any of the provision in Labor Code Section 1771.1(c) are satisfied.

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SECTION 3: REVIEW OF BIDS, CONTRACT AWARD AND EXECUTION

3.01 Public Bid Opening and Initial Review - Bids which have been submitted in accordance with the requirements of the Bidding Documents, and which are received on or before the bid deadline will be opened publicly, and the dollar amounts of each bid shall be read aloud.

The City shall have the right to reject all bids. The City shall have the right to reject any bid not accompanied by the required bid security or any other item required by the Bidding Documents, or a bid which is in any other way incomplete or irregular. The City shall have the right to waive irregularities in a bid, and to award the Contract to the Lowest Responsible Bidder (as determined by the City), only if the irregularities are non-material and inconsequential.

3.02 Determination of Lowest Responsible Bidder - Criteria for determining low bid in all contracts with the City involving an expenditure of $5,000.00 or more shall be determined as the “Lowest Monetary Bidder” on the basis of the Engineer’s approximate estimate of the quantities of work to be done as set forth in the Bid Schedule, in accordance with the calculation criteria set forth on the bid.

After the Lowest Monetary Bidder has been determined, the Engineer shall review that Bidder’s bid in order to determine whether or not that Bidder is the “Lowest Responsible Bidder.” The term Lowest Responsible Bidder shall mean the Lowest Monetary Bidder whose bid is responsive, and who is responsible to perform the work, as required by the Contract Documents.

The term “responsive” is defined by California law, but generally means that the bid has been prepared and submitted in accordance with the Bidding Requirements. The term “responsible” is defined by California law, but generally means that the Bidder is able to demonstrate that it possesses: (1) the capacity to perform the work required by the Contract Documents with respect to financial strength, resources available, and experience; and (2) the integrity and trustworthiness to complete performance of the work in accordance with the Contract Documents.

The City will make its determination of responsibility based upon information submitted by Bidders contained in the Bidders Qualifications and Bidders References included in the Bid Forms and, if necessary, through interviews with previous cities, clients, design professionals, or subcontractors with whom the Bidder has worked. In determining whether or not a Bidder is responsible, the City may consider the following factors in relation to the work to be performed for this Project:
(a) Demonstrated financial strength including, but not limited to, resources available, bonding capacity, and available insurance.
(b) Demonstrated safety record including, but not limited to, Experience Modification Rate. (c) Successful completion of projects of similar scope and size. In reviewing this factor, the City may consider elements including, but not limited to, contract amount of completed projects, experience on public works projects, experience implementing prevailing wage certified payroll requirements, timeliness of performance and, if necessary, evaluation of the Bidder’s work by previous cities, clients, design professionals, or subcontractors. (d) Sufficiency of contract administration and construction management systems including, but not limited to, proposed scheduling tools, proposed subcontract forms, proposed progress payment applications, and proposed certification of payroll documents. (e) History of claims, litigation, termination or disqualification from projects.

If the Engineer finds that the Lowest Monetary Bidder submitted a responsive Bid and that the Bidder is responsible, then that Bidder shall be deemed the apparent “Lowest Responsible Bidder,” and the Engineer shall report the findings to the City Council.

If the Engineer finds that the Lowest Monetary Bidder’s bid is not responsive, or that the Lowest Monetary Bidder is not responsible, then the Engineer may review the responsiveness and responsibility

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of the next Lowest Monetary Bidder. If the Engineer finds that the next Lowest Monetary Bidder is responsive and responsible, then that next lowest Bidder shall be deemed the apparent “Lowest Responsible Bidder,” and Engineer shall report its findings as recommendations to the City Council. This process may continue until the Engineer finds the Lowest Monetary Bidder which is also responsive and responsible.

In the event that one or more Low Monetary Bidders are found by the Engineer to be non- responsive or non-responsible, those Bidders will be given notice and a reasonable opportunity to present additional relevant evidence to the Engineer for consideration, within five (5) working days after the Bidder receives the notice.

All findings by the Engineer shall be reported as recommendations to the City Council. The City Council reserves the right to reject any or all Bids, and to waive any irregularity. No Bid shall be binding upon the City until after the Agreement is signed by both the Contractor and the City. If the City Council determines that it is in the City’s best interest to award the Agreement, a Notice of Award shall be sent to the Lowest Responsible Bidder as determined by the City Council. The City Council’s decision shall be final.

The City may investigate the responsibility and qualifications of all Bidders to whom the award is contemplated for a period not to exceed ninety (90) calendar days after the Bid opening, during which time no bid shall be withdrawn by the Bidders. The ninety (90) day review period may be extended upon the written request by the Engineer and written approval by the affected Bidder.

3.03 Notice of Award – Should the City decide to proceed with the award of contract the City shall issue a Notice of Award to the lowest responsible bidder.

3.04 Contract Execution - Within fifteen (15) calendar days after receipt of the Notice of Award, the bidder shall submit to the City two (2) originals of the signed agreement, the required contract bonds and certificates of insurance. If the bidder fails or refuses to enter into a contract to do the work, then the proposal guaranty accompanying the bid shall be forfeited to the City. After the Bidder has properly submitted these documents, the City will execute the Agreement and issue a Notice to Proceed.

3.05 Status of Contractor - The right of general supervision by the City shall not make the contractor an agent of the City, and the liability of the contractor for all damages to persons or to public or private property arising from the contractor's execution of the work shall not be lessened because of such general supervision.

3.06 Assignment - No agreement or portion thereof maybe assigned without consent of the Council, except that the Contractor may assign money due which will accrue to him under the Agreement.

If given written notice, such assignment will be recognized by the City to the extent permitted by law, but any assignment of money shall be subject to all proper setoffs and withholdings in favor of the City and to all deductions provided for in the Agreement. All money withheld, whether assigned or not, shall be subject to being used by the City for completion of the work, should the Contractor be in default.

Any attempt to assign or delegate the Agreement without the written consent of the City shall be void and of no force and effect. Consent by the City to one assignment shall not be deemed to be consent to any subsequent assignment.

3.07 Recognition of Subcontractors - No subcontractors will be recognized as such, and all persons engaged in the work of construction will be considered as employees of the contractor and their work shall be subject to the provisions of the contract, including specifically these general stipulations, the specifications and the contract drawings.

3.08 Return of Bid Security - Within ten (10) working days after the execution of the Agreement, the City will return the proposal guarantees accompanying the proposals that are not to be considered in making the award. All other proposal guarantees will be held until the Agreement has been fully executed, after which, they will be returned to the respective bidders whose proposals they accompanied.

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3.09 Forfeiture of Proposal Guaranty - If Bidder does not properly execute the contract and submit the acceptable bonds, insurance and certifications within the specified time; this shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty to the City. The City may then award the contract to next Lowest Responsible Bidder. The forfeited proposal guaranty may be utilized by the City in accordance with Public Contract Code, Sections 20170 through 20174.

3.10 Contract Bonds - Before execution of the contract by the City, the Contractor shall file with the City surety bonds satisfactory to the City in the amounts, and for the purposes, noted below.

Said bond shall be on the form furnished by the City herein. (a) Performance Bond - The contractor shall furnish and bear the cost of a bond of a surety company acceptable to the City, which bond is conditioned upon the faithful performance of all covenants and stipulations under this contract within the time prescribed, in a manner satisfactory to the City, and that all materials and workmanship will be free from original or developed defects. The amount of the bond shall be one hundred percent (100%) of the total contract price; as such sum is set forth in the agreement.

Said bond shall be on the form furnished by the City herein.

As a condition precedent to satisfactory completion of this contract, an amount equal to ten percent (10%) of the estimated contract cost shall hold good for the period specified in said bond after completion and acceptance of the work by the City. (b) Labor and Material Bond – The contractor shall furnish and bear the cost of a bond of a surety company acceptable to the City in the sum not less than one hundred percent (100%) of the total contract price, as such sum is set forth in the agreement, for the payment in full of all persons, companies, or corporations who perform labor upon or furnish materials to be used in the work under this contract, in accordance with the provisions of Section 4200 to 4208, inclusive (Chapter 3, Division 5), of the Government Code of the State of California, and any acts amendatory thereof. The bond shall be maintained by the Contractor in full force and effect until the work is accepted by the City and until all claims for materials and labor are paid.

Said bond shall be on the form furnished by the City herein. (c) Warranty Bond - The Contractor shall furnish a warranty bond in the amount of ten percent (10%) of the final contract price (total cost including change orders) to guaranty his work for two (2) years after acceptance of the work by the City Council.

Bonds shall be duly executed by a responsible corporate Surety, licensed and authorized to issue such bonds in the State of California and secured through an authorized agent with an office in California. Each bond shall be signed by both the Contractor and Surety and the signature of the authorized agent of the Surety shall be notarized.

The Contractor shall pay all bond premiums, costs and incidentals. Should any bond become insufficient due to an increase in the contract amount, the Contractor shall obtain supplemental bonding within ten (10) days.

Should any Surety at any time be unsatisfactory to the City, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the Agreement until a new Surety shall qualify and be accepted by the City.

Changes in the work, or extensions of time, made pursuant to the Agreement, shall in no way release the Contractor or Surety from their obligations. The requirement for notifying the Surety of such changes or extensions shall be waived by the Surety.

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3.11 Notification of Surety Companies - The surety companies shall familiarize themselves with all conditions and provisions of this contract and they waive the right of special notification of any change or modification of this contract or of extension of time, or of decreased or increased work, or of the cancellation of the contract, or of any other act(s) by the City or City's authorized agents, under the terms of this contract, and failure to so notify the aforesaid surety companies of changes shall in no wise relieve the surety companies of their obligation under this contract.

3.12 Power of Attorney - Attorneys-in-fact who sign bid bonds or contract bonds must file a certified and effectively dated copy of their Power of Attorney with each bond.

3.13 Insurance Requirements - Contractor shall provide at his own cost and expense from contract award date to acceptance of the work covered by the contract:
(a) Workmen's Compensation and Employer's Liability Insurance of not less than the amount shown in the Special Provisions for all of his employees to be engaged in the work under this contract. Should any such work be sublet, the contractor shall require each of his subcontractors at any tier similarly to provide Workmen's Compensation and Employer's Liability Insurance, all in strict compliance with Federal and State laws. (b) Personal Injury, Bodily Injury and Property Damage Liability Insurance (including automobiles, products and/or completed operations coverage) and Aircraft and Watercraft Bodily Injury Liability and Property Damage Liability Insurance if contractor uses owned or non-owned water aircraft in his operation, with Personal Injury and Bodily Injury (including death resulting therefrom) of not less than a combined Personal Injury and Property Damage Liability limit of not less than the amount shown in the Special Provisions. Should any work covered by the contract be sublet contractor shall require each of his subcontractors of any tier similarly to provide the aforesaid coverages. (c) All Risk (excluding Earthquake and Flood) Builder's Risk Insurance in an amount not less than the value of any work under this contract, except for buried pipelines and appurtenances which need not be included in the insurance value. Under the policies of insurance described above, each policy shall contain the provision for thirty (30) days written notice submitted by registered mail from the insurance carrier(s) to the City prior to cancellation or reduction in coverage.

3.14 Special Requirements - Under the policy of insurance described in Section 13.13-b, the policy shall contain the following provisions:
(a) The City and the City's officers, representatives, agents and employees shall be named as additional insureds.
(b) Endorsement providing that such insurance is primary insurance and no insurance of the additional insureds shall be called on to contribute to a loss. (c) Endorsement providing that such insurance shall not contain any exclusion regarding loss or damage to property caused by explosion or resulting from collapse of buildings or structures or damage to property underground, commonly referred to as "XCU" hazards. (d) Standard cross-liability clause covering personal injury, bodily injury (including death resulting therefrom), and property damage.

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3.15 Builders Risk Insurance - Under the policy of insurance, the policy shall contain the following provisions:
(a) The City shall be included as insured.
(b).. Losses shall be payable to the contractor and City as their interest may appear. (c).. Deductible amounts of all losses covered by insurance shall be borne by the contractor.

3.16 Certificates - Prior to beginning work, contractor shall furnish certificates satisfactory to the City as to contents and carriers of such insurance.

3.17 Legal Address of Contractor - Contractor's address as shown in the proposal, as well as such office or headquarters the contractor establishes at the site of work, hereby are designated as addresses to which drawings, samples, notices, letters, articles, or other communications to the contractor may be mailed or delivered. The delivery at either of these places of any item or communication from the City or agents thereof to the contractor shall be deemed sufficient service of such delivery. Contractor's address as shown in the proposal may be changed at any time by notice in writing from the contractor to the City. Nothing herein contained shall be deemed to preclude or render inoperative the service of any drawing, sample, notice, letter, or other article of communication to or upon the contractor personally.

3.18 Office of Contractor at Site - During the performance of the contract, Contractor shall maintain a suitable office at the site of work which shall be the headquarters of a representative authorized to receive drawings, instructions or other communications or articles from the City or City's agents; any such thing given to said representative or delivered at the contractor's office at the site of work in his absence shall be deemed to have been given to the contractor. Contractor shall maintain a complete set of plans and specifications at the site office whenever work is in progress.

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SECTION 4 - SCOPE AND CONTROL OF WORK

4.01 Work to be Done – The work to be done consists of furnishing all labor, materials, tools, equipment and services necessary to complete the project, as further described in the Notice to Bidders of these Specifications, and as necessary to leave the site in a neat and finished condition with all equipment properly installed and working to the satisfaction of the Engineer.

While the City has endeavored to accurately represent in the plans and specifications the physical conditions which may affect the cost of the proposed work, the City does not warrant the completeness or accuracy of such information. It is the Contractor’s responsibility to ascertain the existence of any such conditions affecting the cost of the work, which would have been disclosed by reasonable examination of the site.

Conclusions pertaining to any test, investigation, statement or estimate of fact incorporated in the plans and specifications shall be considered by the Contractor to be a recommendation only. The Contractor may request equal access to the underlying or background information to arrive at his own opinion thereon, including his determination of how reliable might be any conclusion appearing in (or inferred from) the information. The Contractor may not rely upon “record drawings” or similar final or accepted drawings or maps constructed on public or private property. Such information may be used for reference only. Actual locations and depths shall be determined by field investigations by the Contractor.

No oral or telephonic agreement or conversation with any officer, agent, or employee of the City or the Engineer, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the contract documents.

4.02 Plans and Specifications - It is the intent of the Plans and Specifications to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. For convenience, the Specifications are arranged in several sections, but such separation shall not be considered as the limits of the work required by any separate trade. The terms and conditions of such limitations are wholly between the Contractor and his subcontractors. In general, the Special Provisions, General Provisions, and other sections of the specifications indicate the responsibilities of the Contractor and the quality of material and methods of workmanship. The plans indicate dimensions, quantities, positions, and various other details of construction.

Any work, materials or equipment that may be reasonably inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for.

When words, which have a well-known technical or trade meaning, are used to describe the work, materials or equipment, such words shall be interpreted in accordance with that meaning. See General Provisions, Section 6.03, “Trade Names or Equals”.

Subheadings and titles printed on the drawings in these General Provisions, in the specifications, and elsewhere in the contract documents, are inserted for the convenience of reference only, and shall not be taken or considered as having any bearing on the interpretation thereof.

4.03 References to Standards and Codes - Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code or Laws or Regulations in effect at the time of the opening of bids (or, on the Effective Date of the Agreement if there were no bids), except as may be otherwise specifically stated. However, no provisions of any referenced standard specifications, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of City, Contractor or Engineer, or any of their consultants, agents or employees, from those set forth in the Contract Documents, nor shall it be effective to assign to the Engineer, or any of the Engineer’s Consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the work or any duty or authority to undertake responsibility for the Contractor.

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4.04 Authority of the Engineer – The City has the final authority in all matters affecting the work. Within the scope of the Agreement, the Engineer has the authority to enforce compliance with the Plans and Specifications and the Contractor shall promptly comply with instructions from the Engineer.

The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of materials furnished and work performed; equipment; work execution, rate of progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Agreement, unless otherwise ordered by the City.

4.05 Contract Documents and Precedence - The Contract Documents consist of the documents listed below, in order of precedence. If there is a conflict between component parts of the Contract Documents, the document highest in precedence controls. (a) Change Orders.
(b) Project Directives.
(c) Permits issued by other agencies.
(d) Permits issued by the City.
(e) Agreement and required agreement forms – Bid Bond, Faithful Performance and Labor and Materials Bonds, Warranty Bond, Insurance Endorsements, Worker’s Compensation Certification.
(f) Project Specifications, in the following order - Addenda, Bid Proposal including all Bid Proposal Forms, Notice Inviting Sealed Proposals, Special Provisions, Technical Provisions, Exhibits to the Proposal, and General Provisions. (g) Project Plans and Drawings.
(h) City Standard Specifications.
(i) City Standard Plans.
(j) Reference Specifications, in the following order – State of California Department of Transportation (Caltrans) State Standard Specifications (current edition), Standard Specifications for Public Works Construction “Greenbook”. (k) Reference Plans, in the following order – State of California Department of Transportation (Caltrans) State Standard Plans (2010 edition), Standard Plans for Public Works Construction (2010 edition).

All of the individual components of the Contract Documents are intended to be complementary and what is required by one shall be binding as if required by all. Interpretation of a disputed meaning or intent of the plans and specifications shall be made initially by the Engineer in accordance with the application of the order of precedence. Any final decision required regarding precedence and the clarification of discrepancies in the Contract Documents shall be made by the Engineer.

4.06 Interpretation of Specifications and Drawings - The specifications and the contract drawings are intended to be explanatory of each other. Any work indicated in the contract drawings and not in the specifications, or vice versa, is to be executed as if indicated in both. Should it appear that the work to be done, or any of the matters relative thereto are not sufficiently detailed or explained in these contract documents, including the contract drawings, the contractor shall apply in writing to the Engineer for such further explanations as may be necessary and shall conform thereto as part of this contract so far as may be consistent with the terms of the contract. Should any doubt or question arise respecting the true meaning of the specification, the Engineer shall make the final decision.

4.07 Figured Dimensions - Figured dimensions on the contract drawings shall in all cases be given precedence over scaled dimensions. If figured dimensions do not correspond to scaled dimensions, contractor shall request Engineer to verify the accuracy of the figured dimensions. It shall be the responsibility of the contractor to ascertain the correct scale of all contract drawings in his possession, including those which may have been reduced for reproduction.

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4.08 Errors or Discrepancies - If the contractor, in the course of the work, discovers any discrepancies between the drawings and the conditions of the ground, or any errors or omissions in the drawings or in the layout given by stakes, points or instructions, it shall be his duty to inform the Engineer immediately in writing, and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the contractor’s risk.

4.09 Drawings to be Furnished by Contractor - As soon as practical after the execution of this contract, the contractor shall supply drawings of devices to be furnished hereunder as are called for herein or as are required by the Engineer to make clear the details of construction and to demonstrate fully that all materials and equipment comply with the intent and provisions of this contract. Unless otherwise herein specified, such drawings shall be submitted to the Engineer for his review. Should the Engineer take exception with any drawings furnished by the contractor, the contractor shall make the revisions required, and resubmit them to the Engineer for review. After a satisfactory review by the Engineer, these drawings shall become a part of this contract and the work shall be done in conformity therewith. No such work shall be begun or devices purchased until the review of the drawings detailing such items have been completed. The review of the drawings shall not relieve the contractor of responsibility, or waive or modify any of the provisions or requirements of this contract.

The Engineer's review of drawings submitted by the contractor will be for, and will cover, only generally conformity to the plans and specifications and will not constitute a blanket approval of all dimensions, quantities and details of the material or equipment shown by (nor shall review relieve the contractor of his responsibility for errors contained in) such drawings.

All shop drawings submitted by the various subcontractors which require review of the City's representative shall first be sent to the contractor who shall keep a record of the drawing numbers and the date of their receipt by him. Contractor shall submit the drawings to City's representative for review in time to prevent delays in delivery of materials.

Contractor shall thoroughly check all such shop drawings for measurements, size of member, materials and details to make sure they conform to the intent of the plans and specifications. Drawings found to be inaccurate or otherwise in error shall be returned by the contractor to the subcontractor for correction before they are submitted by the contractor to the City's representative for review.

4.10 Additional Drawings by City - Contract drawings are intended to be comprehensive and to indicate in detail the scope of the work. However, the Engineer may furnish the contractor additional drawings during the progress of the work in order to clarify and define in greater detail the intent of the contract drawings or specifications. Contractor may request such detailed drawings by submitting his request in writing to the Engineer at least two (2) weeks in advance of the time they are required.

4.11 Lines and Grades - All work under this contract shall be constructed to the lines, grades and elevations shown on the contract drawings. Contractor shall establish the lines, grades and elevations unless it is otherwise specified in the Special Provisions.

4.12 Record Documents – The Contractor shall keep at the worksite a record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Directives, Field Orders and written interpretations and clarifications. These record documents together with all approved submittals, samples and shop drawings will be available to the Engineer as a reference at all times. Upon completion of the work, these record documents will be delivered to Engineer.

4.13 Record Drawings –The Contractor shall prepare and update a master “as-built” set of red ink-lined plans, to be reviewed and approved by the Engineer at the end of every month. Drawings shall contain information showing where actual installation differs from that shown on the original drawings, where underground or concealed features are found noting alignment (to 0.25’) and elevation (to 0.1’ ), field changes or deletions of work, and any additional work by change order. Upon the project’s completion, and prior to the project’s acceptance, the Contractor shall submit to the City the completed as-built record Drawings on one (1) set of full size prints prepared on 22" x 34" paper.

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the actual in-place constructed conditions. Record Drawings shall be provided by the Contractor for this Project. Requirements for Record Drawings as specified elsewhere shall supplement the requirements specified herein.

4.14 Reuse of Documents - Neither the Contractor nor any Subcontractor or supplier or other person or organization performing or furnishing any of the work under a direct or indirect agreement with the City shall have any title or rights to any of the Drawings, Specifications or other documents (or copies thereof) which bear the seal of the design engineer. Such documents shall not be reused on extensions of the project or for any other project without written consent of the City and the design engineer.

4.15 Subsurface Data – If completed, all soil and soil test data, water table elevations, and soil analyses included or referred to in the Contract Documents apply only at the location of the test holes and to the depths indicated. If completed, soil test reports for test holes which have been drilled are available for inspection at the office of the Engineer. Any additional subsurface exploration shall be done by Bidders or the Contractor at their own expense.

The elevation of the water table indicated by soil test reports is that which existed on the date the test hole was drilled. It is the Contractor’s responsibility to determine and allow for the possibility of differing ground water elevations on the date of the project’s construction. A difference in elevation between ground water shown in soil boring logs and ground water actually encountered during construction will not be considered as a basis for extra work.

4.16 Right-of-Way – Acquisition of right-of-way or permanent easements necessary for the improvements as shown on the plans will be provided by the City. Unless otherwise provided, the Contractor shall make his own arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas, easements, and temporary facilities required. Contractor shall identify and hold the City harmless from all claims for damages resulting from such actions.

4.17 Removal of Defective and Unauthorized Work - Should the Contractor deliberately proceed with any portion or phase of construction which is obviously incorrectly indicated in the contract plans or documents, he shall be responsible for any corrective measures required to make adequate repairs or adjustment. This shall include any work done beyond the lines and grades shown on the plans or established by the Engineer, or any extra work done without written authority.

All work that has been rejected shall be remedied or removed and replaced by the Contractor in an acceptable manner and no compensation will be allowed for such removal or replacement. If the Contractor fails to remedy rejected work within ten (10) working days after written demand, the City may, without prejudice to other remedies, sell such materials at auction or at private sale, or otherwise dispose of such material. The Contractor shall be entitled to the proceeds of such sale, if any, in excess of the costs and damages for which the Contractor is liable to the City, including reasonable attorneys’ fees and expenses and compensation for the City’s services and expenses.

4.18 Acceptance of Defective Work - The City shall have the option, at its sole discretion and by written notice to the Contractor, to accept defective work instead of requiring its removal or correction, in which case the contract sum shall be reduced by an amount equal to the difference between the value to the City such work would have were it complete, correct, and in conformity with the Contract Documents and the value to the City of such defective work. Such option shall be exercised solely by written notice to the Contractor and shall not be implied from any act or omission by the City or the Engineer. If the remaining payments and retention are insufficient to cover the amount of the reduction of the contract sum, the Contractor shall promptly pay to the City the amount of any such deficiency.

4.19 Submittals - Within ten (10) working days following the Notice to Proceed, the Contractor shall provide a detailed list for review and approval of all individual submittals required to be submitted under the contract. The list shall reference the specification section and paragraph that requires the submittal along with the date the Contractor plans to transmit the submittal to the City for review.

Unless otherwise requested by the Engineer, submittals shall be provided electronically in .pdf format at least twenty-eight (28) calendar days prior to the approval being necessary for the work.

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Submittals shall be transmitted with a Submittal Cover Letter form as approved by the Engineer. Large submittals consisting of reports, oversized or colored pages, full sized shop drawings, manuals contained in binders, or submittals in other forms not easily reproduced shall be provided in hard copy format with six (6) copies.

For items requiring shop drawings, no materials shall be furnished, and no work shall be performed, until the drawings have been favorably reviewed. Shop drawings shall be of a size and scale to clearly show all necessary details.

After review by the City of each of the Contractor's submittals, the material will be returned to the Contractor marked with actions defined as follows:
(a) NO EXCEPTIONS TAKEN - Accepted subject to its compatibility with future submissions and additional partial submissions for portions of the work not covered in this submission.

Does not constitute acceptance of deletion of specified or required items not shown in a partial submission.
(b) MAKE CORRECTIONS NOTED - The same as item (a), except that minor corrections as noted by the City shall be made by the Contractor. No resubmission is required. (c) REVISE AND RESUBMIT - Rejected because of major inconsistencies or errors which shall be resolved or corrected by the Contractor prior to subsequent review by the City. (d) REJECTED - Submitted material does not conform to plans and Specifications in major respects. This material is not expected to be resubmitted. (e) SUBMIT SPECIFIED ITEM - Submittals not reviewed by the City but received for record purposes.

Favorable review of the shop drawings by the Engineer is interpreted to mean that there is substantial and acceptable conformance with the contract plans, but details of design may not necessarily be checked for adequacy or accuracy. Such acceptance shall not relieve the Contractor from the responsibility for errors or omissions in the shop drawings or from deviations from the contract documents unless such errors, omissions, or deviations were specifically called to the attention of the Engineer in writing. The Contractor shall be responsible for the correctness of the shop drawings, for shop fits and field corrections, and for the results obtained by the use of such plans.

4.20 Substitutions – Proposed requests by the Contractor for changes in products, materials, equipment, and methods of construction required under the Contract Documents after the award of contract are considered "requests for substitutions.” For proposed “or equal” substitutions, attention is directed to General Provision Section 6.03, “Trade Names or Equals.” Each request for substitution shall be prepared and presented to the City in accordance with the procedures for submittals, except that the following additional information shall be provided. (a) An explanation of the advantages to the City for accepting the substitution. (b) A comparison of significant qualities of the proposed substitution with those specified. (c) A list of changes or modifications needed to other parts of the work and to construction performed by the City and separate Contractors, that will be necessary to accommodate the proposed substitution.
(d) A statement indicating the substitution's effect on the Construction Schedule compared to the Baseline Construction Schedule without acceptance of the substitution. Indicate the effect of the proposed substitution on overall contract time. (e) Cost information, including a proposal of the net change, if any, in the Contract Sum. (f) Certification that the substitution is equal to or better in every respect to that required by Contract Documents, and that it will perform adequately in application indicated. Include Contractor's waiver of rights to additional payment or time extensions, that may be necessary because of the substitution's failure to perform adequately.

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No extension of time will be allowed through failure of the Contractor to either transmit requests for substitution sufficiently in advance of the work, or on account of processing time outside the time limits noted.

4.21 Construction Staking Lines and Grades - Unless otherwise stated in the Special Provisions, the Contractor shall provide, preserve, and replace if necessary, all of the necessary construction stakes required for the construction of the project. Grades for underground conduits will be set on the ground surface and shall then be transferred to the bottom of the trench by the Contractor.

Stakes or marks will be set by a California Licensed Surveyor or a California Registered Civil Engineer to establish the lines and grades required for the completion of the work as specified in the Contract Documents. It shall be the Contractor's responsibility to notify the Engineer of any discrepancies found between field grades and notes shown within the Contract Documents.

Contractor shall furnish horizontal control and cut sheets to the Engineer immediately upon the setting of construction or boundary markers. Upon completion, all work shall conform to the lines, elevations, and grades shown on the plans.

4.22 Inspection of the Work - All work is subject to inspection and approval of the Engineer.

Unless otherwise stated in the specifications, the City shall perform all required inspections. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Unless otherwise authorized, work shall be done only in the presence of the Engineer. Any work done without proper inspection will be subject to rejection. The Engineer shall at all times have access to the work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with the Contract Documents. Inspection of the work shall not relieve the Contractor of the obligation to fulfill all conditions of the contract.

If a portion of the work is covered contrary to the Engineer’s request or direction, or contrary to the requirements of the Contract Documents, it must, if required in writing by the Engineer, be uncovered for the Engineer’s observation and be replaced at Contractor’s expense without adjustment of the contract time or the contract sum.

If a portion of the work has been covered, which is not required by the Contract Documents to be observed or inspected prior to it’s being covered and which the Engineer has not specifically requested to observe prior to it’s being covered, the Engineer may request to see such work and it shall be uncovered and replaced by Contractor. If such work is in accordance with the Contract Documents, the costs of uncovering and replacing the work shall be added to the contract sum by change order; and if the uncovering and replacing of the work extends the contract time, an appropriate adjustment of the contract time shall be made by change order. If such work is not in accordance with the Contract Documents, the Contractor shall pay such costs and shall not be entitled to an adjustment of the contract time or the contract sum.

Regular working hours for City Construction Inspectors are between 7:30 a.m. and 4:00 p.m., Monday through Friday, excluding City holidays. If the Contractor works outside these times, the Contractor may be charged for additional inspection. Inspection by the Engineer or by a City inspector, or any order measurement, approved modifications, certificate or payment of money, or acceptance of any part of whole of the work, or any extension of time, or any possession by the City or its agents, shall not operate as a waiver for any provision of this contract or of any power reserved therein to the City, or any right to damage thereunder; no breach of this contract shall be held to a waiver of any or subsequent breach. All remedies shall be taken and construed as cumulative.

4.23 Testing - Unless otherwise stated in the Contract Documents, all required testing will either be performed directly by an independent laboratory coordinated and paid for by the Contractor. The Contractor shall submit the resulting certified test results and Certificates of Compliance for all materials requiring such as specified in the Technical Provision. Contractor shall cooperate with the City in coordinating the necessary testing. The coordination of testing, including the number and location of tests,

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shall be under the direction of the Engineer. All compaction test sites deeper than five (5’) feet below grade shall be properly shored by the Contractor to protect testing personnel.

The cost for performing re-tests due to failures, or additional call-outs if work is not ready to test, will be charged to the Contractor. The City shall require retesting until all required tests are successfully passed.

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SECTION 5 – CHANGES IN WORK

5.01 Limited City Authority to Approve Change Orders - The Contractor recognizes that the City is a public agency and that it can only act through its duly authorized agents. In this regard, the Contractor agrees that only written change orders, executed by the governing body of the City, shall be valid. The Engineer shall have no authority to issue a change order unless so specifically authorized, and no person shall have authority to issue any oral change order.

5.02 Contractor Liability for Unapproved Change Orders - Unless a valid change order is issued, all changes in the work performed by the Contractor shall be at the Contractor’s own risk, and shall not be entitled to any additional compensation. Furthermore, the Contractor may be required to make the work conform to the plans and specifications. No act or series of acts by the City during the course of the contract shall be deemed to constitute a waiver of the City’s right to rely upon the provisions of this Section 5, “Changes in Work”.

5.03 Non-Material Change Requests by the Contractor - Changes in the plans and specifications requested in writing by the Contractor, which do not materially affect the work and which are not detrimental to the work or to the interests of the City, may be granted to facilitate the work, when approved in writing by the Engineer. If such changes are granted, they shall be made at a reduction in cost or at no additional cost to the City. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes or to increase the contract sum or contract time as a result of the proposed change.

5.04 Effect of Extension of Time - The granting of any extension of time due to delays which, in the judgment of the City, are unavoidable delays shall in no way operate as a waiver on the part of the City of his rights under this contract.

5.05 Letters of Instruction - The Engineer may issue letters of instruction in the form of Field Orders, Clarifications, responses to Requests for Information, or any other document which makes interpretations or clarifications to the Contract Documents that do not modify the scope of work or involve an adjustment in the contract sum or contract time. Letters of Instruction shall be binding upon the Contractor, and the Contractor shall promptly carry out the requirements of such Letters of Instruction.

5.06 Requests for Information, Inconsistencies and Changed Conditions - Before undertaking each part of the work, the Contractor shall carefully study all pertinent figures shown in the Contract Documents and verify that all applicable field measurements are free of conflicts, errors, discrepancies, inconsistencies and omissions. If such conditions are discovered, the Contractor shall notify the Engineer by writing a Request for Information, and await direction from the Engineer before proceeding.

If the Contractor encounters a changed condition, as defined by one or more of the conditions below, the Contractor shall notify the Engineer by writing a Request for Information before disturbing the condition further.

(a) Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined by Health and Safety Code, Section 25117 that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provision of existing law; and
(b) Subsurface or latent physical conditions at the site differing materially from those represented in the Contract Documents; and
(c) Unknown physical conditions at the site of any unusual nature, which differ materially from those ordinarily encountered and generally recognized as inherent in the work and of the character provided for in the Contract Documents.

No extension of Contract time shall be made by the City due to the Contractor’s failure to provide a timely written notice of any inconsistency or changed condition requiring direction. The Engineer will

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respond to the Contractor’s Request for Information within three working days, providing an interpretation, clarification or change order for an appropriate adjustment in contract time and cost pursuant to General Provisions, Section 5.07, and “Change Orders”. Contractor shall wait for the Engineer’s written response to a Request for Information before proceeding with any work.

The Contractor shall not be liable to the City for failure to report any conflict, error, or discrepancy in the Contract Documents, unless the Contractor had actual knowledge or could foresee such conditions as may be discovered by a reasonable examination of the work site or materials. If the Contractor performs any construction activity in which he knows or should know involves an error, inconsistency, ambiguity, or omission referred to in this Section, without notifying and obtaining the written consent of the Engineer, Contractor shall be responsible for the resultant costs, including, without limitation, the costs of correcting defective work. However, in an emergency affecting the safety of persons or property, the Contractor shall take all reasonably necessary precautions to prevent or minimize damage, injury, or loss.

5.07 Extra and Omitted Work - Whenever corrections, alterations or modifications of the work under this contract are ordered and approved by the Engineer and increase the amount of work to be done, such added work shall be known as Extra Work. When such corrections, alterations or modifications decrease the amount of work to be done, such deleted work shall be known as Omitted Work. The General and Special Provisions shall apply with equal force to all extra and omitted work.

When the Contractor considers that any changes ordered involve extra or omitted work, he shall immediately notify the Engineer in writing and subsequently keep him informed as to when and where the alleged extra work is to be performed.

When extra work reports are agreed upon and signed by both parties, they shall become the basis of payment. When extra work is still under negotiation or has not been agreed upon, the Contractor shall keep daily detailed and accurate records itemizing each element of cost and shall provide certified payroll, invoices, and other substantiating records and documentation with records and/or claims for compensation to be provided no later than 30 days following the time in which the work claiming to be extra was performed.

Unless notification of extra work is documented, and unless a complete statement of materials used and expenses incurred is furnished by the Contractor, the Contractor shall not be entitled to payment of such alleged extra work, and any future claims for compensation will be invalid.

Payment for extra work shall be in accordance with General Provisions, Section 5.08 - “Change Orders”. Omitted work shall not constitute a claim for damages on account of anticipated profits on the work that may be omitted.

5.08 Change Orders – At any time during the progress of the work, and without in any way rendering void the Agreement, the City may order alterations, additions or deductions from the work by change order, without notice to sureties. When so ordered in writing, the Contractor shall proceed with work as directed by the change order.

The change order shall describe the change in the work, the adjustment of the contract sum (if any), and the adjustment of the contract time (if any). The Contractor shall not be entitled to any extension of time for the completion of the work by virtue of any change order unless the change order specifically provides for this. If, after receiving a change order, the Contractor feels that he is entitled to an extension of time, he may, within five (5) working days file a written claim to that effect for consideration by the Engineer.

The process of submitting a proposed change, a cost proposal, or negotiating an agreed upon change order, or any failure to reach an agreement as to an adjustment in the contract sum or the contract time, shall not relieve the Contractor of his obligation to perform in accordance with the Contract Documents.

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A change order may be in the form of a City directed change order or an agreed upon change order. Upon the receipt of either form of change order, the Contractor shall proceed promptly and diligently with the extra work.
(a) City Directed Change Orders - A City directed change order may be issued by the City without the Contractor’s signature where the City determines that it is in the City’s best interest to proceed with the work, and the change does not materially alter the character of the work. The Contractor shall be deemed to have accepted the terms of any City directed change order unless the Contractor asserts a claim with respect to the change order, no later than ten (10) working days following the Contractor’s receipt of the change order. See General Provisions, Section 5.09`, “Disputed Work”. (b) Agreed Upon Change Orders - Within five (5) working days after receiving a request from the City for a written proposal for an agreed upon Change Order, the Contractor shall provide the Engineer with a cost proposal in a form satisfactory to the Engineer, setting forth the Contractor’s proposed adjustments to the contract sum and contract time for performing the extra work.

Compensation for agreed upon change orders shall be calculated based upon the unit prices stated in the Bid Schedule and no additional markup for overhead or profit will be provided unless stated otherwise as follows. If there are no unit prices for the extra work, the Contractor and the City may agree upon unit prices or lump sum costs, which shall be used to increase or decrease the contract sum. In the absence of any such agreement, the contract sum shall be adjusted by Force Account.

1. Quantity Adjustments - Unit prices shall govern not only for alterations to work covered by written specifications and drawings, but also for other work incidental or necessary to completing the work for which written specifications and drawings may be later prepared. Whenever an item of work or materials is specified in the contract by unit price and is increased or decreased by more than 25 percent (25%), Section 9-1.06 of the Standard Specifications shall govern payment. This Section allows for a renegotiation of the unit price based upon consideration of the total pay item cost. If, however, a renegotiated price cannot be reached by the Contractor and the City, then the payment for this item shall be adjusted by Force Account.

2. Agreed Upon Price – If there are no unit prices for proposed extra work, the Contractor and the City may agree upon unit prices or lump sum costs, by written change order, prior to commencing work. In the absence of any such agreement, the contract sum shall be adjusted by Force Account.

3. Force Account - When extra work is to be paid on a force account basis, the labor, materials and equipment used in the performance of that work shall be paid in accordance with the 2010 State Standard Specification, Section 9-1.04 “Force Account.” To the total of the direct costs computed, there can be an added markup of up to thirty-five percent (35%) to the cost of labor, up to fifteen- percent (15%) to the cost of materials and up to fifteen-percent (15%) to the cost of equipment. These markups shall constitute full compensation for any and all overhead costs, profit, or other costs not specifically designated as a cost of labor, material or equipment. When subcontractors perform force account work, an additional ten-percent (10%) markup shall be added to the total cost of the extra work to reimburse the Contractor for additional administrative costs. No markup for any Subcontractor beyond the first tier shall be paid.

During the performance of extra work by Force Account, and as a condition to the Contractor’s right to an adjustment of the contract sum, the Contractor shall prepare daily reports itemizing all costs for labor, materials, and equipment rental and provide certified payrolls. For labor costs, the reports shall include names, job classifications, hours worked and rates of pay. For equipment costs, the reports shall include size, type, identification number and hours of operation. All records and reports shall be submitted to the Engineer for approval on a daily

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basis. Reports shall be made on the State of California, Daily Extra Work Report Form or on a similar form approved by the Engineer.
i. Labor - Labor costs shall be based on the prevailing wage scale for each craft or type of workman, and no compensation shall be allowed for payment in excess of the prevailing wage. Employer payments for payroll taxes and insurance, health and welfare, pension, vacation, and other direct labor costs shall be included and will be calculated as the Labor Surcharge stipulated in the State of California, Labor Surcharge and Equipment Rental Rates book.
ii. Materials - Materials cost shall be the cost of all materials purchased by the Contractor and used in the extra work and shall be the actual cost of such materials, including sales taxes, freight and delivery charges. The City reserves the right to reject materials to be furnished by the Contractor, sources of supply or, if necessary, to furnish the materials to the Contractor. No compensation will be paid to the Contractor for any material furnished by the City or for materials not used. iii. Equipment Rental - The Contractor will be allowed the actual rental rate of equipment, prorated over the time the machinery or equipment is required. For Contractor owned equipment, this rate shall be as stipulated in the State of California, Labor Surcharge and Equipment Rental Rates book. In addition, the Contractor will be allowed reasonable move-in and move-out charges, if applicable. All equipment shall, in the opinion of the Engineer, be in good working order, good condition, and suitable for its purpose. Equipment or tools having a replacement value of $200.00 or less, whether or not consumed by use, shall be considered small tools and no payment will be made therefore. iv. Other Services or Expenditures - The City may authorize and approve payment for work performed by special forces or necessary services and expenditures other than labor, materials, and equipment rental.

5.09 Disputed Work - When the Engineer and Contractor fail to agree as to whether an alteration ordered by the Engineer constitutes a material change or difference in the character of the work, or fail to agree upon the compensation to be allowed for such altered work, the Contractor shall proceed with the altered work and file with the Engineer, within ten (10) working days after receiving direction from the Engineer, a written protest detailing the particulars of the dispute and the amount of additional compensation or time required for the alteration. Failure of the Engineer to recognize a change in the character of work when ordering alterations shall in no way be construed as relieving the Contractor of the Contractor’s duty and responsibility for filing a protest as prescribed above. The City will not consider additional compensation for altered work unless the Contractor files a written protest within ten (10) working days after receiving direction from the Engineer.

If the Contractor has complied with the notification requirements of this sub-section, consideration of payment due shall be made as later determined through claim resolution procedures as set forth in General Provisions, Section 10, “Measurement and Payment”.

Although not to be considered as approval for proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with General Provisions, Section 5.07, “Extra Work”.

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SECTION 6 - CONTROL OF MATERIALS

6.01 Materials and Workmanship - All materials, parts and equipment furnished by the Contractor in the work shall be new, high grade, and free from defects. Workmanship shall be in accordance with generally accepted standards. Materials and workmanship shall be subject to the Engineer’s approval.

Materials and workmanship not conforming to the requirements of these specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at his expense, when so directed by the Engineer.

If the Contractor fails to replace any defective or damaged work or material after notice from the Engineer, the Engineer may cause such work or materials to be replaced. The replacement expense shall be deducted from the amount to be paid to the Contractor.

Used or secondhand materials, parts and equipment are permissible only if permitted by the Special Provisions.

Specialized material or equipment to be used in the work that is not readily available from material suppliers (such as electroliers, luminaries, signal poles, heads, cable, controllers, pumps, etc.) shall be ordered within five (5) days after award of the contract. Time extensions will not be granted for project delays due to the unavailability of such specialized material and equipment unless the Contractor furnishes the Engineer with documentation of purchase order dates, acceptable reason for delay of delivery, or proof of diligent efforts to obtain said items from alternate sources.

The Contractor shall provide the Engineer with periodic reports to inform the Engineer of any changes in the projected material or equipment delivery dates.

6.02 Protection of Work and Materials - The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and equipment for the duration of his contract.

The Contractor shall not, without the City’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the contract.

6.03 Trade Names or Equals – In accordance with Public Contract Code Section 3400, whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by the name of a manufacturer or supplier, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal”.

Because products specified may have a uniqueness that can’t be matched, the Contractor must “bid” the work based upon the products specified. If, during the submittal process, an equivalent product is proposed by the contractor, the contractor shall provide data to show that the product is considered equal. Contractor shall also identify any price differences, which shall be considered as part of the substitution and if accepted, shall result in an appropriate credit or cost to the City by change order should the substitution be made.

Unless otherwise authorized by the Engineer, the proposed substitution must be submitted in sufficient time, before the normal use or installation of the material, process or equipment, for the Engineer to determine the equivalency and for the Contractor to make any required purchases (including delivery).

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The Engineer shall be responsible for solely determining whether the material proposed for substitution is equivalent to that specified, and the Engineer’s findings shall be final. If a substitute offered by the Contractor is found to be not equal to the specified material, the Contractor shall furnish and install the specified material.

The specified contract completion time shall not be affected by any circumstances developing from the provisions of this Section.

6.04 Inspection of Materials by City - Unless otherwise specified, inspection may be required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations.

Standard items of equipment such as electric motors, conveyers, elevators, plumbing fixtures, etc., are subject to inspection at the job site. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Special Provisions may specify additional inspection requirements.

6.05 Inspection of Materials by Others - When the City does not elect to make its own inspection at the source, the City may, at its expense, engage an inspector or accredited testing laboratory to inspect the materials, equipment or process. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the plans and specifications. No materials or equipment shall be shipped nor any processing, fabrication or treatment of such materials shall be done without a favorable inspection by the engaged agent. These materials shall be subject to re-inspection at the job-site.

6.06 Tests of Materials - Before incorporation into the work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the City. The Contractor, at his own expense, shall deliver the materials for testing to the place, and at the time designated, by the Engineer.

Unless otherwise provided by the Special Provisions, all testing shall be performed under the direction of the Engineer, and at no expense to the Contractor.

The Contractor shall notify the City in writing at least fifteen (15) days in advance of his intention to use materials for which tests are specified, to allow sufficient time for the City to perform the tests. The notice shall name the proposed supplier and source of material.

6.07 Certification – The Engineer may waive material testing requirements of the Specifications and accept the manufacturer’s written Certificate of Compliance or test data demonstrating that the materials to be supplied meet the requirements of the specifications. A Certificate of Compliance is acceptable for authorizing the use of steel pipe in sizes less than eighteen (18) inches and vitrified clay, cast iron or ductile iron pipe in all sizes. All materials used on the basis of a Certificate of Compliance may be sampled or tested by the City at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of the responsibility for incorporating materials in the work which conforms to the requirements of the Contract Documents.

6.08 Weighing and Metering Equipment – All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past twelve (12) months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County, The accuracy of the work by a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented to the Engineer for approval prior to operation, and shall be renewed whenever required by the Engineer at no cost to the City.

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All scales shall be arranged so they may be read easily from the operator’s platform or area.

They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within one-percent (1%) when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area such that the error in weighing with the entire plant running will not exceed two-percent (2%) for any setting nor one and one half percent (1.5%) for any batch.

6.09 Calibration of Testing Equipment – Testing equipment, such as but not limited to, pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain- measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed twelve (12) months, and following repairs, modification, or relocation of the equipment.

Calibration certificates shall be provided when requested by the Engineer.

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SECTION 7 – UTILITIES

7.01 City’s Statutory Obligation - Pursuant to Government Code, Section 4215: “in any contract to which a public agency as defined in Section 4401 is a party, the public agency shall assume the responsibility, between the parties to the contract, for the timely removal, relocation, or protection of existing main or trunk line utility facilities located on the site of any construction project that is the subject of the contract, if such utilities are not identified by the public agency in the plans and specifications made a part of the invitation for bids. The contract documents shall include provisions to compensate the Contractor for the costs of location, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy and for equipment on the project necessarily idled during such work. The Contract documents shall include provisions that the Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the public agency or the owner of the utility to provide for removal or relocation of such utility facilities.”

7.02 Contractor’s Obligation to Identify and Protect Subsurface Infrastructure - The Contractor shall locate and protect service laterals, conduits, and appurtenances of any underground facility, the presence of which could be reasonably inferred from the Contract Documents or from the presence of visible facilities such as buildings, meters, and junction boxes, prior to doing any work that may damage any such facilities, or interfere with their service. Where underground main distribution conduits, such as water, gas, sewer, electric power, telephone, or cable television are shown on the plans, the Contractor shall assume that every parcel will be served by a service connection for each type of utility. The Contractor shall comply with all requirements for the protection of underground infrastructure as set forth in Government Code, Sections 4215 through 4216.9.

It shall be the Contractor’s responsibility to complete all work in a manner that satisfies utility company standards, providing if requested, detailed plans prepared by a California Registered Civil Engineer showing necessary temporary support of utilities during coordinated construction work. The Contractor is directed to contact these agencies before submitting bids and to be familiar with their requirements and shall include all costs of this coordination within the proposals bid prices.

The Contractor agrees to assume liability and to hold the City of San Carlos, its officers, and employees harmless from any damages resulting from the existence of underground utilities and structures not reported to the Engineer, not indicated on the public records examined, or located at variance with that reported or shown on records examined.

7.03 Location - The City will search known records and indicate on the plans those utilities, except service connections, which may affect the work. All available information regarding removal, relocation, or disconnection of utilities, or installation of new utilities, will be furnished to prospective bidders before the receipt of bids. The Contractor shall immediately report to the Engineer those utilities omitted from the plans or found substantially at variance with the location shown.

Existing and proposed utilities and improvements are shown in their approximate locations.

Locations may not have been field verified and no guarantee is made as to the accuracy and completeness of the information shown. The fact that any facility is not shown on the plans shall not relieve the Contractor of his responsibility under this Section. It shall be the Contractor’s responsibility to determine the existence and location of utilities shown on the plans, indicated by field locating services, or evidenced by facilities visible in the field. No additional compensation will be allowed for delays incurred as a result of the Contractor’s failure to field verify and/or pothole existing utilities prior to beginning construction. Potholing shall be considered as part of the various contract bid items and no additional compensation will be allowed.

At least three (3) working days prior to commencing work, the Contractor shall request that utility and agencies mark or otherwise indicate the location of their substructures. Contractor shall contact Underground Service Alert (USA) at (800) 642-2444 and the Engineer at least forty-eight (48) hours prior to excavation. The location of utilities as shown on the plans are approximate and are not to be construed as certainty. It shall be the Contractor’s responsibility to determine the true location and depth of all utilities and service connections affecting or conflicting with the work, prior to the performance of the

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work. As necessary, the Contractor shall pothole these utilities prior to working in the area to avoid damage to them. Potholing shall be considered as part of the contract bid items, and no separate payment will be made. Contractor shall familiarize himself with the type, material, age and condition of any utility which may be affected by the work.

7.04 Protection - As necessary or as directed by the Engineer, the Contractor shall field adjust proposed improvements to avoid conflicts with existing improvements. The Contractor shall not interrupt the service function or disturb the supporting base of any utility, without authority from the utility Owner or order from the City.

Where protection is required to ensure support of existing underground, overhead and at-grade utilities (including their associated structures and service connections) as shown on the plans, the Contractor shall furnish and place the necessary protection at his expense. In case of damage, the Contractor, without additional compensation, shall restore utilities to as good of a condition as they were found.

Upon learning of the existence and location of any utility omitted from or shown incorrectly on the plans, the Contractor shall notify the City and be fully responsible for protecting such utility. When authorized by the Engineer, additional protection may be paid by change order, for utilities other than a service connection.

The Contractor shall immediately notify the Engineer and the utility owner if he disturbs, disconnects or damages any utility. If the utility is located substantially as indicated on the plans, the Contractor shall bear the costs of repair or replacement.

When placing concrete around or contiguous to any utility, the Contractor shall at his expense, furnish and install a cushion of expansion joint material, clear opening, sleeve, or other suitable material approved by the Engineer so as to prevent embedment or bonding of the utility with the concrete.

7.05 Shut Down Notification – The City is in-charge of the sewer and storm water collection systems, traffic signals and street lighting system and as such the Contractor shall coordinate shut downs of these utilities and facilities with the City’s Engineer and Public Works Maintenance Department. The Contractor shall also coordinate the shutdown of all other utilities, including, but not limited to water, electricity, gas, communications, or CATV with the corresponding utility owner.

Shut downs of any utility or other facility, when allowed, shall be done only after:

A. The Contractor has coordinated with and notify the Engineer/Utility Owners in writing, at least seventy-two (72) hours in advance of the shut down, and, B. Has properly notified customers (residents, businesses/agencies) emergency response staff, and, C. Has all materials required for the work at the job site prior to requesting a shut off.

Except for scheduled shutdowns and in cases of emergency, the Contractor shall notify all customers and effected parties of a shutdown at least forty-eight (48) hours in advance by writing and four (4) hours in advance by person to allow adequate draw time. Once shut down, the Contractor shall proceed with the work in an expedient manner until the water lines or sewer lines are back in service.

7.06 Removal - Unless otherwise specified, the Contractor shall remove all portions of interfering utilities shown on the plans as ‘abandoned’ or “to be abandoned in place”. Before starting removal operations, the Contractor shall ascertain from the utility Owner whether abandonment is complete. The costs involved in the removal and disposal of utilities to be abandoned shall be considered as part of the contract bid items, and no separate payment will be made.

7.07 Relocation - When feasible, the utilities within the area affected by the work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Contract Documents or plans indicate that a utility is to be relocated, altered or constructed by others, the City will conduct all negotiations with the utilities and the work will be done at no cost to the Contractor.

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Utilities interfering with the permanent project work, discovered after the award of the contract, shall either be relocated, altered, or reconstructed by the utility, or the Engineer may order changes in the work to avoid interference. Such changes will be paid for in accordance with General Provisions, Section 5, “Changes in Work”.

When the plans or specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be absorbed in the contract bid items. Temporary or permanent relocation or alteration of utilities by the Contractor for his own convenience shall be his responsibility, and he shall make all arrangements, obtain all approvals, and bear all costs. The Contractor may, for his own convenience or to expedite the work, agree with the owner of any utility to disconnect and reconnect interfering service connections. The City shall not be involved in any such agreement.

7.08 Delays - The Contractor is responsible for notifying utility companies in time to prevent delays attributable to utility relocations or alterations as called for in the Contract Documents. The Contractor shall not be entitled to damages or additional payment if such delay does occur. The Engineer will determine the extent of the delay based on the Baseline Construction Schedule (Section 8.05) and on the project as a whole, and any commensurate extension of time.

7.09 Cooperation - When necessary, the Contractor shall conduct his operations so as to permit access to the worksite and provide time for utility work to be accomplished during the progress of the contract work.

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SECTION 8 – PROSECUTION AND PROGRESS

8.01 Notice to Proceed - Within twenty-one (21) calendar days following receipt of the signed agreement, bonds and insurance, the City shall issue the Contractor a Notice to Proceed provided that the documents are acceptable to the City. Unless stated otherwise, the contract time shall commence upon the receipt date on the Notice to Proceed.

8.02 Commencement of Work - Work shall commence within fifteen (15) calendar days following the receipt date on the Notice to Proceed, and shall be diligently prosecuted to completion within the time provided in the Notice to Bidders.

8.03 Subcontracting - Unless otherwise indicated by the Special Provisions, the Contractor shall perform the majority of the project work.

8.04 Administrative Duties - The Contractor shall coordinate the scheduling and timing of administrative duties with other activities to avoid conflicts and to ensure orderly project progress. Such activities include, but shall not be limited to, the preparation of construction schedules, preparation and processing of submittals, requests for information and responding to requests for quotations, attending and preparing for progress meetings and coordinating project closeout activities.

8.05 Baseline Construction Schedule – Within ten (10) calendar days of the Notice to Proceed, the Contractor shall submit to the Engineer an acceptable Critical Path Method (CPM) progress schedule showing the critical path for completing the various items of work within the number of contract days specified. The schedule shall show the order in which the Contractor proposes to carry out the major items of work and the dates on which he will start and finish the various items (including procurement of materials and equipment). If requested, the schedule shall be resource loaded to reflect person/crew hours and equipment loading for various construction activities in order for the City to better evaluate the proposed schedule.
(a) City Review of Schedule – The City may review and note exceptions to the Contractor’s schedule, if it is not sufficiently detailed to clearly show the work to be completed during each month to assure the completion of the work within the project duration. The Contractor will be solely and exclusively responsible for resolving any exceptions, and the City’s review will not create any scheduling obligations of the City. Any noted corrections to the schedule shall be addressed within five (5) working days. (b) Update of Schedule – After submission of a schedule to which the City has taken no exceptions, the Contractor shall submit an updated schedule on a monthly basis or as otherwise specified by the City until completion of the work. The updated schedule must show the “As Constructed” progress up to the date for which the schedule has been prepared and reflect any proposed changes in the method of operations, to achieve the project milestones within the required project duration. (c) Float – The schedule must show early and late completion dates for each task. The number of days between these dates will be designated as “float”. The float will be assigned to the project and available for the City, at the Engineer’s discretion, to allocate the “float” to the Contractor as needed to complete the work in accordance with the agreement.
(d) Failure to Submit Schedule – If the Contractor fails to submit a schedule within the time periods specified in this sub-section, or submits a schedule to which the City has taken uncorrected exceptions, the City may withhold payments to the Contractor until such schedule is submitted and/or corrected in accordance with the Contract Documents.

8.06 Three-Week Look Ahead Schedule - The Contractor is required to furnish to the
Engineer, on a weekly basis at the project’s progress meetings, a three-week look ahead schedule. The schedule must show planned activities in sufficient detail to allow proper monitoring of the planned construction activities.

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8.07 Construction Sequence - The Contractor shall prepare and submit at the pre-construction meeting a staging or phasing plan identifying the sequence of construction work and traffic control needed to complete the project. The staging plan shall be subject to review and approval by the Engineer, prior to the start of construction. The goal of the phasing plan will be to minimize impacts to surrounding businesses and residents in the project areas. When required by the Special Provisions or plans, the Contractor shall follow the sequence of operations as set forth therein.

8.08 Recording Existing Conditions - Existing conditions throughout the project site shall be photographed and/or videotaped by the Contractor before starting construction. Recording shall include and show every detail of existing improvements, including the current condition of the curb, gutter, sidewalk, signs, landscaping, streetlights, structures near the project including face of buildings, canopies, shades, fences and any other features within the limits of work. Photos and/or videotape shall be delivered to the Engineer at the pre-construction meeting.

8.09 Preconstruction Conference - The City shall designate a date and time for the pre- construction conference once the contract has been fully executed. At the pre-construction conference, the City shall discuss various administrative procedures and project coordination issues. At a minimum, the Contractor should be prepared to furnish and discuss the following:
(a) Letter designating the Superintendent.
(b) A list of key personnel and emergency contact information including telephone numbers to be used in case of emergency
(c) Sequence or phasing plans identifying the phasing of construction work and any alternative sequences for consideration.
(d) Traffic control plans associated with the staging plans (to be signed and stamped by a Licensed Traffic Engineer).
(e) A draft of the master Baseline Construction Schedule, in Critical Path Method (CPM) format (to be finalized no later than ten (10) days after the Notice to Proceed). (f) A breakdown of lump sum bid items to be used as a basis for determining the value of work completed on future progress payments.
(g) A submittal schedule listing all project submittals that will need to be reviewed and a listing of proposed material suppliers.
(h) Utility company coordination and/or permit issues.
(i) Videotape and/or photography of the project’s existing condition (to be completed prior to starting construction.
(j) Anticipated cash flow projections, if requested by the engineer.

8.10 Progress Meeting - The Contractor, Job Superintendent and Subcontractors, if requested by the City, shall attend weekly progress meetings to be scheduled by the Engineer at a time agreeable to both the Engineer and the Contractor. Contractor shall also attend special meetings in addition to regular progress meetings if necessary and directed by the Engineer.

8.11 Hours of Construction - Construction activities shall be limited to the hours of 8:00 a.m. to 6:00 p.m., unless otherwise noted or further restricted in the Contract Documents, or as directed by the Engineer. No work shall be done on weekends, holidays or outside these specified hours, unless otherwise approved by the Engineer. The Contractor shall take into consideration and coordinate time constraints for special events or activities organized by the City or other agencies. No mechanical equipment, including hauling or deliveries by trucks, shall start before 8:00 a.m. and all equipment must shut down before 6:00 p.m. unless approved by the Engineer.

8.12 Prosecution of Work - To minimize public inconvenience and possible hazards and to restore the streets and other work areas to their original condition and former state of usefulness as soon as practicable, the Contractor shall diligently prosecute the work to completion. If, in the Engineer’s

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opinion the Contractor fails to prosecute the work to the extent that the above purposes are not being accomplished, the Contractor shall, upon orders from the Engineer, immediately take the steps necessary to fully accomplish said purposes. All costs for prosecuting the work as described herein shall be absorbed in the Contractor’s bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer to do so, the Engineer may suspend the work in whole or in part, until the Contractor takes said steps. With or without such suspension, the Engineer may cause such steps to be taken by force account or by other means at the Contractors expense.

8.13 Suspension of Work - Work may be stopped or suspended in whole or in part for up to ninety (90) days when, in the Engineer’s opinion, the suspension is necessary and in the interest of the City. The Contractor shall immediately comply with any written order of the Engineer suspending work.

Such City directed suspension shall be without liability to the Contractor on the part of the City.

Suspended work shall be resumed upon written order of the Engineer. An extension of contract time equal to the period of suspension shall be issued to the Contractor by change order. Any claim by the Contractor for an adjustment of the contract sum or the contract time shall be made within ten (10) working days after the end of the work suspension.

If work is suspended through any fault of the Contractor, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the work during periods of suspension, the City may elect to do so, and shall deduct the cost thereof from monies due the Contractor. Such action will not relieve the Contractor from any liability.

8.14 Default by the Contractor and Termination of Control - As a result of any of the following events, the Contractor shall be deemed to be in default:
(a) If the Contractor is in bankruptcy or makes a general assignment for the benefit of creditors, or
(b) If the Contractor fails to make prompt payment to subcontractors for labor or materials, or (c) If a receiver is appointed on account of the Contractor’s insolvency, or (d) If the Contractor fails to provide enough properly skilled workmen or enough materials to insure compliance with the construction time schedule, or (e) If the Contractor fails to perform any portion of the work within the timing requirements of the Contract Documents, or abandons the project site, or (f) If the Contractor disregards instructions from the Engineer or violates any provision of the contract, or
(g) If the Contractor fails to replace or repair any damage caused by the Contractor or its agents, representatives, contractors, subcontractors, or employees in connection with the performance of the work, or
(h) If the Contractor violates any legal requirement related to the work.

In case of default, the City may give written notice to the Contractor and the Contractor’s bonding agent that if the default is not remedied within ten (10) calendar days or the Contractor does not provide adequate written assurance to the satisfaction of the Engineer that the cure will be forthcoming, the Contractor’s control over the work may be terminated as of the date specified in the written notice.

Upon such termination of control the City may enter upon and take possession of the entire work and may also take possession, for the purpose of completing the work, of all of the Contractor’s tools, equipment and appliances upon the work, and all materials on the site or stored off-site for incorporation into the work. The City may, at its sole option and without further notice to anyone, complete the work by day labor, by contract entered into by negotiations, by competitive bidding, by calling upon the performance of the performance bond surety, or by other means as the City, in its discretion, shall elect.

After termination of the Contractor’s control over the work as herein provided, the Contractor shall not be entitled to any further payments under the contract until the entire work thereunder has been fully

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completed and finally accepted by the City. After such completion and acceptance, if the “unpaid balance of the contract price” (as defined in the next paragraph) exceeds the sum of the amounts expended by the City in taking over and completing the work, including all managerial and administrative expense incurred by the City on account thereof and the amount of all damages incurred by the City by reason of the Contractor’s default, such excess shall be paid to the Contractor. If the said amount expended exceeds the unpaid balance, the Contractor and his surety shall be liable to the City for the difference. At the Contractor’s request, the expense incurred by the City in taking over and completing the work, and the amount of any damage incurred by the City by reason of the Contractor’s default shall be audited and certified by an independent third party, whose certificate thereof shall be binding and conclusive upon the parties.

For the purposes of the computations required by the paragraph above, the “unpaid balance of the contract price” shall be the original contract price as adjusted by any change orders issued prior to termination of the Contractor’s control, less all payments made on account thereof prior to such termination, and less any and all amounts withheld or paid pursuant to stop notices filed with the City upon claims of subcontractors or others from equipment, labor or materials furnished to the work on behalf of the Contractor.

Upon completion and acceptance of the work, the Contractor shall be entitled to the return of all materials not used in the work, but without claim against the City for loss or damage with respect thereto, and shall be entitled to the return of all his equipment, tools and appliances taken possession of by the City, but without claim against the City for any charge for the use thereof or for usual and ordinary depreciation and wear and tear.

The exercise of remedies provided for in this sub-section, for default by the Contractor, shall be in addition to, and shall not be deemed a waiver by the City of any other rights or remedies due the City under the contract provisions, for default by the Contractor.

8.15 Contractor’s Right to Stop Work or Terminate Contract – The Contractor may give written notice to the Engineer of intention to stop work or terminate the Agreement, or both if the work should be stopped by order of any court or other public authority, through no act, omission or fault of the Contractor or any Subcontractor, agent or employee of the Contractor, and such work stoppage under such order shall continue for thirty (30) consecutive days from the effective date of such order If, after the Contractor provides notice to the City of any of the above defaults, the City does not remedy the default within ten (10) calendar days, the Contractor may stop work and may give the City written notice of contract termination. The Contractor may then recover from the City payment for all work executed to date and any loss sustained upon any equipment or materials procured for the work prior to the work stoppage. No compensation for loss of anticipated profits will be provided, however, on work not completed. The Contractor’s right to recovery shall be subject, however, to the duty of the Contractor to mitigate all loss or damage so far as reasonably possible.

8.16 City’s Right to Terminate Contract – The City may, at its option, terminate the Agreement, in whole or from time to time in part, at any time by giving notice to the Contractor. Upon such termination, the Contractor agrees to waive any claims for damages, including loss of anticipated profits, on account thereof; and, as the sole right and remedy of the Contractor, the City shall pay the Contractor in accordance with this sub-section. Upon termination, the obligations of the Contractor for portions of the work already performed shall continue.
(a) Upon receipt of a Notice of Termination, the Contractor shall, unless the notice directs otherwise, do the following:

1. Immediately discontinue the work to the extent specified in the notice.

2. Place no further orders or subcontracts for materials, equipment, services, or facilities, except as may be necessary to complete such portion of the work that are not to be discontinued.

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3. Promptly cancel, on the most favorable terms reasonably possible, all subcontracts to the extent that they relate to the performance of the discontinued portion of the work.

4. Thereafter do only such work as may be necessary to preserve and protect the work already in progress and to protect materials, plants, and equipment on the project site or in transit thereto.
(b) Upon such termination, the City shall pay to the Contractor as a sole and exclusive remedy for the termination, the sum of the following, and the Contractor will be entitled to no other compensation or damages, and expressly waives same:

1. The amount of the contract amount allocated to the portion of the work properly performed by the Contractor as of the date of termination, less sums previously paid to the Contractor, plus

2. Previously unpaid costs of any items delivered to the project site which were fabricated for subsequent incorporation in the work, plus

3. Any proven losses with respect to materials and equipment directly resulting from such termination, plus

4. Reasonable demobilization costs in excess of what would have been incurred if work were not terminated, plus

5. Reasonable costs for preparing a statement of the aforesaid costs, expenses, and losses in connection with such termination.

The City may terminate the Agreement at its own discretion or when conditions encountered during the work make it impossible or impracticable to proceed, or when the City is prevented from proceeding with the Agreement by act of God, by law, or by official action of a public authority.

8.17 Time of Completion and Days Charged - The Contractor shall diligently prosecute and fully complete the work within the number of calendar or working days set forth in the Notice inviting Sealed Proposals or shall be subject to liquidated damages. Time is of the essence in the performance of all obligations under the Contract Documents, and all timing requirements shall be strictly adhered to unless otherwise modified by the City. See General Provisions, Sections 8.12, “Prosecution of Work”, and 8.18, “Liquidated Damages”.

Under a calendar day contract, City observed holidays and inclement weather delays are to be anticipated and unless there is a deviation from what is customary for the time of year the project is under construction, no additional days will be granted. Every day, including holidays, Saturdays and Sundays shall be counted as a day charged under a calendar day contract.

Under a working day contract, the Contractor will be given credit for City observed holidays and inclement weather delays, in accordance with the State Standard Specifications. Should the Contractor prepare to begin work at the regular starting time in the morning of any day on which inclement weather, or the conditions resulting from the weather prevents the work from beginning at the usual starting time and the crew is dismissed as a result thereof and the Contractor does not proceed with at least seventy- five percent (75%) of the normal labor and equipment force engaged in the current controlling operations for at least sixty percent (60%)of the total daily time being currently spent on the controlling operations, the Contractor will not be charged for a working day whether or not conditions should change thereafter.

8.18 Liquidated Damages - The City and the Contractor, by execution of the agreement, each agree that time is of the essence in the performance of the work, and that actual damages for inconvenience and loss from any delay in completion of the contract beyond the date provided in the Notice to Bidders is extremely difficult or impossible to determine.

The City and the Contractor further agree, as specified in the Notice to Bidders, that liquidated damages shall be assessed for each and every calendar day required to complete the contract in excess of the contract time established for the project, and that the amount stated therein is a reasonable

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estimate of the amount of such damages. The Engineer may deduct any liquidated damages owed to the City, as determined by the Engineer from any payments otherwise payable to the Contractor under this agreement.

In addition, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, administration and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such delay, except that the cost of final surveys and preparation of the final estimate shall not be included in such charges.

Separate from the above-mentioned liquidated damages, the Contractor shall be responsible for paying all damages incurred by private businesses (residential, commercial or industrial), schools and hospitals due to non-completion of the project by the date specified.

Nothing contained herein shall limit the City’s rights or remedies against Contractor for any default other than failure to complete the work within the contract time. This provision for liquidated damages shall not be applicable nor act as a limitation upon the City if the Contractor abandons the work.

In such event, the Contractor shall be liable to the City for all losses incurred.

The date of the Engineer’s Certificate of Substantial Completion shall be the termination date, if applicable, of liquidated damages.

8.19 Delays and Extensions of Time
(a) Excusable Delays - shall mean delays in the prosecution or completion of the work which result from causes beyond the control of the Contractor and City and which could not have been avoided by the exercise of care, prudence, foresight, and diligence on the part of the Contractor, suppliers, or any tier of the Contractor’s subcontractors. Excusable Delays fall into the following categories:

1. Abnormal Delays – Excusable Delays caused by acts of god, fire, unusual storms, floods, tidal waves, earthquakes, strikes, labor disputes, freight embargoes, and shortages of materials insofar as they prevent the Contractor from proceeding with at least seventy-five percent (75%) of the normal labor and equipment force for at least five (5) hours per day toward completion of the current critical path activity.

2. Weather Delays – Excusable Delays due to inclement weather conditions or the conditions resulting from weather prevent the Contractor from proceeding with seventy-five percent (75%) of the normal labor and equipment force engaged in the current critical activity item for a period of at least five (5) hours per day toward completion of the current critical path activity.

3. Material Shortage Delays – Excusable Delays due to shortages of material, provided that the Contractor submits satisfactory proof to the Engineer. For the proof to be satisfactory, the Contractor must demonstrate that he has made every effort to obtain the materials from all known sources within reasonable reach of the proposed work. Only the physical shortage of material, caused by unusual circumstances, will be considered under these provisions as an excusable delay, and no consideration will be given to any claim that material could not be obtained at a reasonable, practical, or economical price, unless it is shown to the satisfaction of the Engineer that such material was only available at exorbitant prices. A material shortage delay will not be considered for material ordered or delivered late or for material whose availability is affected by virtue of mishandled procurement. The above provisions shall apply equally to equipment to be installed in the work.
(b) Compensable Delays - shall include delays that occur in the prosecution or completion of the work, through no fault of the Contractor which prevent the Contractor from proceeding with at least seventy-five percent (75%) of the normal labor and equipment force for at

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least five (5) hours per day toward completion of the current critical activity item(s) on the latest favorably reviewed progress schedule due to the following causes:

1. Delays due solely to the actions and/or inactions of the City.

2. Delays due to changed conditions as defined in General Provisions, Section

5.05, “Requests for Information, Inconsistencies and Changed Conditions”.

3. Delays due to other Contractors employed by the City who interfere with the Contractor's prosecution of the work as defined above.
(c) Inexcusable Delay - means any delay in the completion of the work beyond the expiration of the contract time resulting from causes other than Excusable Delays or Compensable Delays. An Inexcusable Delay shall not entitle the Contractor to an extension of the contract time or an adjustment of the contract sum. In addition to liquidated damages for inexcusable delays, the Contractor agrees to pay the City’s actual costs, including charges for engineering, inspection and administration incurred during the delay. (d) Concurrent Delays - those periods of delay when the prosecution of the work is delayed during the same period of time due to causes from a combination of the delays defined as Excusable, Compensable or Inexcusable.

If the Contractor desires an extension of time, he shall file a written request based upon the delays reported. The Engineer will ascertain the facts, the extent of the delays, and the effect upon the entire project, and the City will grant an extension of time equivalent to verified time lost. The request for an extension of time must be made no later than ten (10) working days after the start of the condition that purportedly caused the delay, and no later than fifteen (15) working days after the date on which performance on the condition purportedly causing the delay has ended.

Contractor may make a delay claim for an extension of the contract time for an Excusable Delay or a Compensable Delay. If an Excusable Delay and a Compensable Delay occur concurrently, the maximum extension of the contract time shall be the number of calendar days from the commencement of the first delay to the cessation of the delay which ends last. If an Inexcusable Delay occurs concurrently with either an Excusable Delay or a Compensable Delay, the maximum extension of the contract time shall be the number of calendar days, if any, by which the Excusable Delay or the Compensable Delay exceeds the Inexcusable Delay.

For a Compensable Delay, the Contractor may make a delay claim for an adjustment in the contract sum in an amount equal to the sum of the actual and unavoidable additional costs of labor, material, and equipment furnished at the site by the Contractor or subcontractors, including wages, salaries, fringe benefits and payroll taxes.

Extensions of time, when granted, will be based upon the effect of delays to the project as a whole and will not be granted for non-controlling delays to minor portions of the work unless it can be shown that such delays did, in fact, delay the progress of the project as a whole. For purposes of determining delays, all float associated with the project schedule shall belong to the project. See General Provisions, Section 8.05, “Baseline Construction Schedule”.

If delays are caused by unforeseen events beyond the control of either the Contractor or the City, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor shall not be entitled to damages or additional payment due to these delays. War, governmental regulations, labor disputes, strikes, fires, floods, adverse weather necessitating cessation of work, other similar action of the elements, inability to obtain materials, equipment, or labor because of Federal Government restrictions arising out of National Defense, required extra work, action or inaction by the City, or other specific reasons as may be further described in the specifications may constitute such a delay. If delays beyond the Contractor’s control are caused by reasons other than those mentioned above, but are substantially equal in gravity to those enumerated, an extension of time may be granted, if deemed by the Engineer to be in the best interests of the City.

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The Contractor shall be entitled to an extension of time if delayed due to a failure of the City to furnish necessary right-of-way or materials which the City agreed to furnish, or by the City’s failure to supply necessary plans or instructions concerning the work, after written request by the Contractor.

For Compensable Delay periods resulting in indirect overhead expenses, the Contractor shall be reimbursed as provided for in General Provisions, Section 5, “Changes in Work”.

8.20 Substantial Completion – When work in accordance with the Contract Documents has progressed to a stage of one-hundred percent (100%) complete, as determined by the Engineer, except for the completion of minor punch list items of deficiencies or omissions in the work which require correction in order to satisfy the agreement, yet do not impair the City’s ability to occupy and fully utilize the work for its intended purpose, the project shall be deemed “Substantially Complete”. Portions of the work may also be designated by the City as substantially complete if the Contract Documents require separate delivery.

When the Engineer determines that the work or such designated portions of the work are substantially complete, the Engineer will prepare and sign a Certificate of Substantial Completion. The date of substantial completion shall establish the date at which days charged against the project duration shall terminate. The date of substantial completion shall also establish the date of occupancy by the City and the transfer of responsibility from the Contractor to the City for such items as security, maintenance, heat, utilities, insurance, and damage to the work from causes other than that of the Contractor. Unless otherwise indicated in the Certificate of Substantial Completion, the Contractor’s guarantee for the work shall commence upon the date of substantial completion. See General Provisions, Section 11.01, “Contractor’s Guarantee”.

8.21 Project Closeout - After the Contractor has received the Certificate of Substantial Completion and has only minor work remaining, project closeout may begin. The following items and procedures are required as part of the project close out process. (a) Following the completion of punch list items, the Contractor shall make a written request to the city to conduct a final inspection. The written request shall be accompanied by a Certification that the work has been performed in accordance with the Contract Documents.
(b) Within fourteen (14) days of receipt of the Contractor's Certificate of Completion, a final inspection will be scheduled and conducted by the City. As a result of the inspection, the City will advise the Contractor of any work that must be completed or corrected before Acceptance, in the form of a punch list.
(c) The City will conduct a re-inspection of the punch list items within when requested by the Contractor, in writing, with assurances that the punch list requirements have been met.

Any charges by a Consulting Engineer/Architect hired by the City to do repeat re- inspection of the punch list may be recovered from the Contractor. (d) The contractor shall provide a final payment request with lien releases (if applicable) in a format acceptable to the City.
(e) The as-built drawings and all record documents and shall be provided to the City by the Contractor including but not limited to, equipment operation and maintenance manuals, copies of warranties, shop drawings, product data, etc. Record documents shall be properly identified and organized into binders.

8.22 Final Completion - After the Contractor has received the Certificate of Substantial Completion along with the punch list, and has completed the items identified as necessary for project closeout, the Engineer will make a determination as to if the work is fully completed and in accordance with the Contract Documents. If so, the Engineer will recommend final acceptance to the City Council.

Should it become necessary, due to developed conditions, for the City to occupy any portion of the work, or any part of any structure or equipment, before the contract is completed or accepted, such occupancy shall not constitute an acceptance of any part of the work, unless so stated in writing by the City.

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8.23 Final Acceptance – Final acceptance by the Engineer will be considered after the work has been fully completed. A Notice of Completion will be filed with the County Recorder once Final Acceptance has been made.

8.24 Risk of Loss - The Contractor shall be responsible for the charge, care and protection of the project and shall bear all risks of injury or damage to the work, materials or equipment delivered to the site, by any means including fire, earthquake, wind, storm or other action of the elements, vandalism, or loss by theft, from the date of Notice to Proceed to the date of the filing of the Notice of Completion by the Engineer. The Contractor shall rebuild, repair, restore and make good all injuries or damage to any portion of the work, and shall bear the entire expense thereof, except such injuries or damages that are caused by riot, insurrection, acts of the Federal or State Government, or a public enemy in time of war.

8.25 Use of Improvements During Construction - The City reserves the right to take over and utilize all or part of any completed facility or appurtenance. Such action by the City will not relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic, from the action of the elements or from any other cause attributable to the Contractor’s operations or negligence. The Contractor will be required to restore such portions of the improvement before final acceptance. Nothing in this Section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials.

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SECTION 9 —RESPONSIBILITIES OF THE CONTRACTOR

9.01 Contractor’s Responsibility for the Work - The Contractor shall supervise, coordinate, and direct the work using Contractor’s best skill and attention. Contractor shall have control over and be solely responsible for construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the work in accordance with the terms of the Contract Documents until the completion and final acceptance of the work by the City. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws.

The Contractor shall rebuild, repair, restore and make good all injuries, damages, re-erections and repairs occasioned or rendered necessary by causes of any nature whatsoever, excepting only acts of God and none other, to all or any portions of the work, excepting as otherwise stipulated.

9.02 Contractor’s Responsibility for Subcontracted Work - The City will deal directly with, and make all payments to the Contractor only. The Contractor shall be responsible for the coordination of all trades, subcontractors, and suppliers engaged upon the work. Neither the City nor the Engineer will undertake to settle any differences between the Contractor and his subcontractors.

All persons engaged in the work, including subcontractors, will be considered as employees of the Contractor. The Contractor will be held responsible for their work and shall be responsible to the City for acts and omissions including those by their respective agents and employees.

When subcontracted work is not prosecuted in a manner satisfactory to the Engineer, the Contractor shall be notified to take corrective action within a specified time. If timely correction is not made, then upon receipt by the Contractor of written instructions from the Engineer, the Subcontractor shall be removed immediately from the work and shall not be reemployed.

9.03 Superintendent -
The Contractor shall employ, and provide a written letter designating a superintendent and/or representative and all their contact information. The superintendent and/or representative shall be present on the job site whenever work is in progress to coordinate all work with the City and neighboring property owners, and who shall be available by phone twenty-four (24) hours per day, seven (7) days a week up to the Final Acceptance of the work by the City. A backup representative may also be provided. A joint venture shall designate only one Superintendent.

City approval of the Superintendent is required prior to starting work. The City reserves the right to request an appropriately qualified replacement of the Superintendent any time during construction of the project. Contractor shall provide the Engineer with the Superintendent’s telephone number, along with an after-hours emergency contact number of a responsible person who shall correct hazardous situations, should they occur, during times other than the normal working hours.

Directions and information given to the Superintendent shall be considered as having the same effect as if delivered to the Contractor and the Superintendent shall have full authority to execute the same and to supply materials, tools and labor without delay, and who shall be the legally appointed representative of the contractor. Contractor shall be liable for the faithful observation of any instructions delivered to him or to his appointed representatives.

9.04 Character of Workers - Contractor shall provide competent, fully qualified personnel to perform the work and shall at all times maintain good discipline and order among its employees and Subcontractors. Any employed person or Subcontractor who is found to be incompetent, intemperate, troublesome, disorderly or otherwise objectionable or who fails or refuses to perform his work properly and acceptably, shall be immediately removed from the work by the Contractor and shall not be reemployed. Such discharge shall not be the basis of any claim for compensation or damages against the City of San Carlos or any of its officers, employees or agents.

9.05 Laws to be Observed - The Contractor shall keep himself fully informed of, and at all times observe and comply with all Federal, State and County laws, including those of CAL-OSHA; all

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municipal ordinances and regulations of the City of San Carlos; and all orders and decrees of bodies having jurisdiction over the work. The Contractor shall also cause all agents and employees engaged on the project to observe and comply with all such laws, and shall protect and indemnify the City of San Carlos and all officers, employees, and agents thereof connected with the work against any claim or liability arising from or based on the violation of any such law (a) Non-Discrimination – Attention is directed to Labor Code, Section 1735 which reads as follows: “No discrimination shall be made in the employment of persons upon public work because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status or sex of such persons, except as provided in Government Code, Section 12940 and every Contractor for public works violating this Section is subject to all the penalties imposed for a violation of this chapter.” (b) Alien Labor - The Contractor shall forfeit as penalty to the City of San Carlos fifty dollars ($50.00) for each alien with no permit to work in the United States of America (USA) knowingly employed in the contract, by him or by any Subcontractor under him upon any of the work herein mentioned, for each calendar day, or portion thereof, during which such alien is permitted or required to labor in violation of the provisions of the Labor Code and in particular Sections 1850 to 1854 thereof, inclusive. (c) Hours of Labor – Hours of labor shall be pursuant to Labor Code, Sections 1810.

Pursuant to Labor Code, Sections 1813, Contractor shall forfeit to the City, as a penalty, twenty-five dollars ($25.00) for each worker employed in the execution of this Agreement by Contractor, or any Subcontractor in violation of the terms of this Section or in violation of the provision of any law of the State of California. Such forfeiture amounts may be deducted from the contract sum. Contractor and each Subcontractor shall keep, or cause to be kept, an accurate record showing the actual hours worked each calendar day and each calendar week by each worker employed on the project, which record shall be kept open at all reasonable hours to the inspection of the City, its officers and agents, and to the inspection of the appropriate enforcement agency of the State of California. (d) Prevailing Wage – As identified in the Notice to Bidders, the work contemplated by this agreement is a public work subject to prevailing wages under California Labor Code, Sections 1720 et. seq. The State of California Department of Industrial Relations has ascertained the general prevailing per diem wage rates in the locality in which the work is to be performed for each craft, classification, or type of worker required to perform the work. A schedule of the most recent general prevailing per diem wage rates made available to the City will be on file at the City’s principal facility office and will be made available to any interested party upon request. This prevailing wage rate schedule is provided by the City for Bidder’s information only and is not guaranteed by the City to be current. Contractor is obligated to verify all appropriate prevailing wage rates and pay those rates as required. By this reference the verified current schedule of prevailing wage rates is made part of the Contract Documents. Contractor shall pay not less than the prevailing per diem wage rates, as specified in the schedule and any amendments thereto, to all workers employed by Contractor in the execution of the work. Contractor shall cause all subcontracts to include the provision that all Subcontractors shall pay not less than the specified prevailing per diem wage rates to all workers employed by such Subcontractors in the execution of the work.

Contractor shall forfeit to the City, as a penalty, no more than fifty-dollars ($50.00) for each calendar day or portion thereof for each worker that is paid less than the specified prevailing per diem wage rates for the work or craft in which the worker is employed for any portion of the work done by Contractor or any Subcontractor in violation of the provisions of the Labor Code, and in particular Sections 1770 to 1781 thereof, inclusive.

Such forfeiture amounts may be deducted from the contract sum. Contractor shall also pay to any worker who was paid less than the specified prevailing per diem wage rate for the work or craft for which the worker was employed for any portion of the work, for each calendar day, or portion thereof, for which the worker was paid less than the specified prevailing per diem wage rate, an amount equal to the difference between the specified prevailing per diem wage rate and the amount which was paid to the worker.

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The City will not recognize any claim for additional compensation because of the payment by the Contractor for any wage rate in excess of prevailing wage rates set forth in the Agreement, including payment in excess of the prevailing wage for extra work paid by force account. The possibility of wage increases is one of the elements to be considered by the Contractor in determining the Contractor’s bid and will not, under any circumstances be considered as the basis of a claim against the City under the Agreement.
(e) Payroll Records - Pursuant to Labor Code, Sections 1776, Contractor and all Subcontractors shall keep an accurate payroll record, showing the name, address, social security number, job classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in connection with the work. All payroll records shall be certified as being true and correct by Contractor or Subcontractors keeping such records; and the payroll records shall be provided to the City no later than three weeks after closing of payroll. The Contractor and all Subcontractors must also furnish electronic certified payroll records to the Labor Commisioner of the State of California, Department of Industrial Relations.
(f) Apprentice Program - Attention is directed to State of California Labor Code, Sections 3095, 1777.5, 1777.6, and 1777.7 and Title 8, California Code of Regulations, Section 200, and the applicable Sections that follow. Responsibility for compliance with these requirements lies with the Contractor. To ensure compliance and complete understanding of the law requiring apprentices, and specifically the required ratio thereunder, Contractor or Subcontractors should, where some question exists, contact the Division of Apprenticeship Standards, 425 Golden Gate Avenue, 4 th Floor, San Francisco, California, 94102 or one of its branch offices prior to commencement of the work. In the event Contractor willfully fails to comply with this Section, it will be considered in violation of the requirements of the Contract.

Nothing contained herein shall be considered or interpreted as prohibiting or preventing the hiring by Contractor or Subcontractors of journeyworker trainees who may receive on- the-job training to enable them to achieve journeyworker status in any craft or trade under standards other than those set forth for apprentices.
(g) Safety Program – the Contractor shall conform to the rules and regulations pertaining to safety established by the California Division of Industrial Safety and to all requirements as set forth in the State of California Construction Safety Orders (CAL-OSHA), and in particular, Article 3 of these Safety Orders, regarding Accident Prevention and safety meetings. Within ten (10) working days following the Notice of Award the Contractor shall provide a copy of the Contractor’s Safety Plan. The price paid for the plan is included in the various contract items of work and no additional compensation will be made therefore.

9.06 Permits and Fees – Unless otherwise stated in the Special Provisions, the Contractor shall procure all permits, registrations and licenses, including a City business registration, pay all charges and fees, and give all notices necessary for lawful prosecution of the work. All permits, registrations, licenses, and other authorizations shall be secured in sufficient time to prevent delays to the work. The Contractor shall comply with the provisions of said permits, licenses and other authorizations. The contractor shall submit satisfactory proof to the City, prior to issuance of the Notice to Proceed, that such permits, registrations or licenses are and will be in effect throughout the entire life of this contract. The contractor shall keep all permits, registrations and licenses posted on the job site.

For City Capital Improvement Construction Projects, the Contractor shall obtain a “No Fee” encroachment and/or building permit. Contractor shall coordinate through the Engineer to insure that all appropriate construction inspections occur.

9.07 Coordination and Cooperation - Construction work by utility companies or other Contractors may be needed or may be occurring simultaneously within or adjacent to the limits of work for this project. The Contractor shall coordinate and cooperate with all other Contractors and utility companies

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throughout the duration of this project to avoid delays and minimize interference and conflicts. Cooperation will be required in the arrangement for the storage of materials, and in the detailed execution of the work.

It is the Contractor’s responsibility to ascertain the nature of work by others, coordinate his work, and install, modify, and maintain traffic control as necessary to avoid interferences and delays on the construction activities. Failure of the Contractor to keep informed of the work progressing on the site and failure to give written notice of lack of progress or defective workmanship by others shall be construed as acceptance by the Contractor of the status of the work as being satisfactory for proper coordination with his own work.

Where the work of one trade joins or is on the other’s work, there shall be no lack of continuity or discrepancy when work is completed. In conforming one kind of work with another, marring or damaging other work will not be permitted. Should improper work of any trade be covered by another which results in damage or defects, the whole work affected shall be made good by the Contractor without expense to the City.

The City reserves the right to perform work or allow others to perform work, as necessary, within or adjacent to the limits of this project, at any time. If the Contractor or any of his Subcontractors or employees causes loss or damage to any separate Contractor on the work, the Contractor, by agreement or arbitration, if he deems it necessary, will settle any claim for such loss or damage. If such separate Contractor shall sue the City, on account of any loss so sustained, the City shall notify the Contractor, who shall indemnify and hold harmless the City against any loss or damage arising therefrom, including the cost and expense of defending any such suit.

If any portions of the work specified herein are to be installed in any right-of–way owned by the State, County, Municipality, or other public entities or public utilities, it shall be incumbent upon the contractor to familiarize described above will necessarily be subject to their inspection and approval before acceptance of these portions of the work by the Engineer. Any costs for inspection by agents other than those of the City shall be borne by the contractor. Where other agencies have jurisdiction over some portion of the work, and the requirements of the agencies are at variance with this specification, then that portion of the work shall be done in accordance with the requirements of the agency(ies).

The Contractor shall absorb in his bid all costs involved in coordinating his work with others. The Contractor will not be entitled to additional compensation from the City for damages resulting from such simultaneous, collateral and essential work.

9.08 Use of Premises - The Contractor shall confine construction activities to the project limits; which shall consist of right-of-way, easements and/or property owned by the City of San Carlos. With prior approval of the Engineer, adjacent street right-of-way may also be utilized for day-to-day operations.

Unless approved by the Engineer, no storage of materials and equipment will be allowed to remain within the right-of-way during non-working hours, on the weekends, or during holidays.

Each day, after the completion of construction operations, unless otherwise approved by the Engineer, the project limits shall be secured and made accessible to the public. All excess materials and equipment not protected by approved traffic control devices (such as k-rails) shall be relocated to a staging area or demobilized. Trench spoils shall be off-hauled daily and open excavations shall be protected with steel plates.

Personnel of Contractor and Subcontractors shall not occupy, live upon, or otherwise make use of the project site during any time that work is not being performed at the project site, except as otherwise provided for in the Contract Documents for issues such as site security.

9.09 Construction Staging and Field Office - If additional space beyond the construction limits is necessary for staging, the Contractor shall, at his own cost and initiative, make special arrangements with neighboring property City(s) to secure a staging area for a field office and/or material and equipment storage. The staging area must be fenced, with screening, and shall be operated in a manner that minimizes the inconvenience to neighbors.

The Contractor is encouraged to negotiate side agreements with the property owners of such sites prior to submitting bids. Prior to occupying the staging area, the Contractor will be required to provide

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to the Engineer a copy of the agreement or temporary construction easement granted by the property owner. A written release from the property owners or City, holding the City harmless from liability, will also need to be provided. In addition to approval from the property owners, the Contractor may also need to secure a Use Permit from the City’s Planning Division.

9.10 Site Security - Contractor shall be responsible for the care and custody of work and the site, including all necessary security provisions, on a 24-hour per day basis throughout the entire term of the Agreement. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the work.

9.11 Construction Water – The Contractor is responsible for obtaining all water required for the project and shall work with, and obtain all permits from, the appropriate water purveyor prior to obtaining construction water. If hydrant water is to be used, the Contractor must first obtain a hydrant meter and pay all related expenses. Direct connections to hydrants without a meter are not allowed. If water trucks are used, they shall be installed with backflow prevention devices. The cost of water, including all associated fees, deposits or permits shall be incorporated into the various bid items and no separate payment shall be made. Water purveyors include:

California Water Service Company Mid-Peninsula Water District Bayshore District - Customer Center 3 Dairy Lane
341 North Delaware St. P.O. Box 129
San Mateo, CA 94401-1727 Belmont, CA 94002
M-F: 8 a.m. to 4:30 p.m. M-F: 8 a.m. to 4:30 p.m.

Tel.: (650) 558-7800 Tel.: (650) 591-8941
[email protected] midpeninsulawater.org

9.12 Project Site Maintenance – All work identified in this section shall be considered as part of the contract bid items, and no separate payment will be made thereof. (a) Disposal of Material - Unless otherwise shown on the plans or specified herein, all excess materials and materials removed from existing improvements shall become the property of, and be disposed by the Contractor. The Contractor shall be responsible for all costs associated with disposing all excess materials in a safe and legal manner. No material shall be placed on private or public property without prior approval from the City and the property owner. The Contractor shall not allow any refuse, excavated material, surplus concrete or mortar, or any associated washings, to be disposed upon paved streets, into manholes or into the City’s storm drain system.

Contractor shall establish a system for daily collection and disposal of waste materials from construction areas and elsewhere on the site. Contractor shall handle waste materials that are hazardous, dangerous, or unsanitary separately from inert waste by containerizing appropriately. Burning or burying of waste materials on site will not be permitted.

All materials removed from the existing improvements, which in the opinion of the Engineer have salvage value, shall be delivered to the City Corporation Yard at 1000 Bransten Road, San Carlos, or at any other site designated by the Engineer within the City and shall be considered as part of the contract bid items, with no separate payment will be made thereof.
(b) Cleanup and Dust Control – at all times during construction, including weekends and holidays, and throughout all phases of construction, including work suspensions and until final acceptance of the project, the Contractor shall keep the work site clean and free from rubbish, debris, and prevent the formation of an airborne dust nuisance.

Materials and equipment shall be removed from the site as soon as they are no longer necessary. Upon completion of the work and before final inspection, the entire site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance.

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The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with water, those excavated areas of dirt or other materials which are prone to causing dust, within both the project site and the storage or staging area. If required or directed by the Engineer, the Contractor shall provide an approved water truck of large capacity with spraying capability and/or street sweeper.

The Contractor shall be required to apply water for dust control immediately during construction efforts and within one (1) hour after notification by the Engineer that an airborne nuisance exists. If dust control is not adequate, in the opinion of the Engineer, the Engineer will have this work performed by others and will deduct such cost from the total contract price.

All hauling trucks or other construction vehicles leaving the site shall be cleaned of mud or dirt clinging to exterior body surfaces or wheel rims before traveling on City streets outside the work limits. All trucks coming to or leaving the site with materials or loose debris shall be loaded in a manner, which will prevent the dropping of materials or debris on City streets. Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately.

When construction operations cause dirt to be deposited on public streets, the Contractor shall immediately remove such material. Streets shall be cleaned by street sweeping, rather than flushing, so as to prevent mud from entering the storm drain system.

Excess excavated material shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping.

Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension.
(c) Air Pollution Control - The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority.
(d) Noise Control - The Contractor shall make every reasonable effort to control noise generated as a result of construction to the satisfaction of the Engineer. Use of an air compressor, jackhammer or other loud, vibrating sound generating device shall be limited to operations between the hours of 8:00 a.m. and 6:00 p.m. Monday thru Friday and between 9:00 a.m. to 5:00 p.m. on Saturday and Sunday, unless otherwise authorized by the Engineer.
(e) Vermin Control - At the time of acceptance, structures entirely constructed under the contract shall be free of rodents, insects, vermin and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the contract work within the contract time and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations.
(f) Sanitation - The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances and regulations pertaining to the public health and sanitation of dwellings and camps. (g) Wastewater - Wastewater systems shall not be interrupted. Should the Contractor disrupt existing sewer facilities, the Contractor shall immediately notify the Engineer, and the Contractor shall establish a plan, subject to the approval of the City, to convey the sewage in closed conduits and disposed of it back into the sanitary sewer system.

Sewage shall not be permitted to flow in trenches or be covered by backfill. (h) Temporary Light, Power and Water - The Contractor shall at his own expense furnish, install, maintain, and remove all temporary light, power, and water, including piping, wiring, lamps, and other equipment, necessary for the work. The Contractor shall not

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draw water from any water source, except to extinguish a fire, without first obtaining permission from the appropriate water utility company/agency. (i) Storm Water Pollution Control – All work shall conform to the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Order No. 2009-0009- DWQ, NPDES No. CAS000002) ("General Permit"), and the NPDES Municipal Regional Stormwater Permit (MRP) (Order No. R2-2015-0049, NPDES No. CAS612008). The Contractor shall implement all applicable San Mateo Countywide Water Pollution Prevention Program (SMCWPPP) measures and Best Management Practices (BMPs).

Failure to comply with the approved construction BMPs will result in the issuance of correction notices, citations and/or a stop work order.

The Contractor shall submit to the City a Stormwater Pollution Prevention Plan (SWPPP) or Water Pollution Control Plan (WPCP), prepared in compliance with all NPDES requirements. The SWPPP/WPCP prepared by the Contractor shall address how the Contractor will prevent materials from being rinsed or washed into the storm drain system and specify which BMPs will be implemented for preventing sediment and pollutant discharges into the storm water system. The Contractor shall provide for the construction of facilities which may be required to prevent, control, and abate water pollution.

All construction efforts shall be conducted in a manner which prevents the release of hazardous material or hazardous waste into the soil or groundwater, and minimizes the discharge of pollutants into the storm drain system. No pollutants will be allowed to enter the storm drainage system. The Contractor shall be responsible for containing and removing any waste from the Contractor’s construction operations using the appropriate BMP. The Contractor shall be responsible for cleaning catch basins of solid or liquid waste materials originating from the Contractor’s operation before this material migrates further into the storm drain system. Violation of this provision shall cause the City to issue a stop-work notice and take necessary action to require the Contractor to correct and comply with regulations. All costs related to the stop-work action and corrective work to come into compliance shall be fully borne by the Contractor.

Existing Drainage Conditions - If the work performed interferes with established drainage patterns, ample provisions shall be made by the Contractor to correct the interference.

The City may also direct the Contractor to take additional measures to be performed at the Contractor 's expense.

Illicit Discharge - No dumping or discharge of construction materials, debris, and hazardous materials will be permitted into the City's storm drainage system. In the event of any discharge, leakage, spill or emission of hazardous materials, Contractor shall promptly notify the City and shall clean all affected property. The Contractor shall indemnify, hold harmless and defend the City against all liability incurred as a result of any such discharge, leakage, spill or emission, regardless of whether such liability, cost or expense arises during or after the term of the permit.

9.13 Preservation of Property - The Contractor shall be responsible for the protection of public and private property adjacent to the work.

Due care shall be exercised to avoid damage to existing roadway improvements and facilities, adjacent property, roadside trees, lawn and shrubbery not designated for removal, pole lines, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines under or above ground, sewer and water laterals, and any other improvements or facilities within or outside the limits of construction. As ordered and approved by the Engineer, the Contractor shall provide and install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor’s operations, they shall be replaced or restored, at the Contractor’s expense, to a condition as good as when the Contractor entered upon the work, or as good as required by the Contract Documents.

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Existing striping damaged during construction within and adjacent to the project site shall be replaced with thermoplastic. Partially damaged striping (such as what might occur trenching through a pavement legend), shall be replaced in their entirety.

Contractor shall preserve carefully bench marks, reference points, and stakes; in case of willful or careless destruction, he will be charged with the resulting expense of replacement and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance.

Any survey monuments that are damaged or removed as part of the construction shall be replaced by the Contractor and a Record of Survey, as required by State law, shall be filed by a licensed Land Surveyor at the Contractor's expense.

The fact that any such improvement or facility is not shown upon the plans shall not relieve the Contractor of his responsibility under this Section. It shall be the Contractor’s responsibility to ascertain the existence of any underground improvements or facilities indicated on the plans, indicated by locating services, or as evidenced by facilities visible in the field.

Contractor shall protect his work, supplies and materials from damage due to the nature of the work, the action of the elements, trespassers, or any cause whatsoever which is under his control, until the completion and acceptance of the work. Neither the City nor any of the City's agents assume any responsibility for collecting indemnity from any person(s) causing damage to the work of the contractor.

9.14 Protection of Buried Utilities – When the Contractor's attention is directed to the existence of pipes, cables, culverts, and other underground structures and improvements which may or may not be shown on the plans, it is the responsibility of the contractor to ascertain the exact location of such underground utilities in advance of any digging operations so that they shall not be disturbed or damaged by him during the progress of the work. All expenses of whatever nature arising from such disturbance or replacement or repair thereof shall be borne by the contractor.

If the location of pipelines being installed by the contractor under this contract conflicts with the location of existing pipelines, contractor shall so notify the Engineer in writing. The Engineer will ascertain the location of the existing utility in question and may at his discretion relocate the pipeline being installed for the convenience of the contractor. It shall not be construed that the City or the Engineer is in any way required or obligated to locate or relocate pipelines to locations other than shown on the contract plans. If the Engineer relocates pipelines at the request of the contractor, the contractor shall bear all the expenses incurred in connection therewith.

9.15 Protection of Bridges - Contractor shall be responsible for any damage he may cause to bridges, culverts and road structures. He shall determine in advance the allowable safe load for each structure and, if necessary, provide special shoring and support at his expense.

9.16 Protection of Traffic Signal Facilities - The Contractor shall give at least seventy-two (72) hours advance notice to the Engineer before commencing any street work (such as pavement grinding or trenching) that may potentially damage any traffic signal detection loop wires or any other signal facility.

This requirement is in addition to any Underground Services Alert notifications. The City will then mark the underground traffic signal facilities.

The Contractor shall not proceed with any grinding, trenching or other underground work until it has been verified with the Inspector that signal facilities have been marked.

In the event that the Contractor's construction activities cause any failure of a traffic facility, it shall be repaired and be made fully operable within 24-hours of the damage occurring. In the event that such repair is not undertaken within this time limit, the City may repair the facility at the Contractor’s expense.

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9.17 Restoration of Adjacent and Existing Improvements - Contractor shall do all cutting, fitting, or patching of the work required to make all parts of the work come together properly with existing and adjacent conditions.

Unless otherwise provided, the Contractor shall repair or replace all existing improvements (e.g., curbs, sidewalks, driveways, fences, signs, utilities, street surfaces, structures, etc.) damaged or removed as a result of his operations. Repairs and replacements shall be at least equal to existing improvements, and shall match in terms of condition, finish and dimension to the satisfaction of the Engineer.

All Underground Services Alert (USA) markings, including the initial markings made by the Contractor and those markings placed by others in responseshall be removed at the Contractor’s expense when they are no longer required. Acceptable means of removal include sand blasting, high pressure washing, or other means approved by the Engineer.

All traffic signs and street signs within the limit of work necessarily removed during the various phases of operations shall be temporarily reset by the Contractor at or near the original location upon completion of each phase of construction operations. Prior to removal of all traffic control signs, the Contractor shall submit photographs of the site which show the existing location of these signs so that upon completion the photographs will aid in resetting the signs at or near their original location. Traffic control signs and street signs will be replaced upon completion of the work and the cost of removal and replacement shall be considered as part of the contract bid items, and no separate payment will be made thereof.

Rural type mail boxes shall be maintained by the Contractor in a manner satisfactory to the property owner and postal service, and the Contractor shall relocate the same as soon as possible to a permanent location in accordance with postal regulations and in a location acceptable to the property owner.

Any object to be removed and reused at other locations shall be removed with due care and delivered or stored at the project’s construction storage area, or if approved by the Engineer, at any other site designated by the Engineer within the City. Such objects may consist of street light poles, signal mast arms and other objects directed by the Engineer. Items not approved by the Engineer for reuse purposes, and without salvage value, shall become the property of the Contractor, to be disposed of at Contractor expense, in an acceptable manner.

9.18 Archeological Remains - If human and/or archeological remains are uncovered during excavation. All earthwork within one-hundred (100) feet of these materials will be stopped until a Coroner and/or professional archeologist (SCA) and/or the Society of Professional Archeology (SOPA) has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures.

9.19 Access to Private Property - The Contractor shall schedule and perform operations so as to minimize disruption of access to private property. Prior to blocking access to any private driveway or parking lot entrance, the Contractor shall notify the residents, business owners or tenants of pending closure and allow residents to remove vehicles. During non-working hours no driveway, house or parking lot shall be denied access to a public roadway.

The Contractor shall coordinate with the adjacent property owners and businesses and maintain vehicle and pedestrian access to their properties at all times. Temporary access ramps, fencing, or other measures shall be provided as needed.

9.20 Traffic Control and Public Convenience – The Contractor shall provide for safe movement of all vehicular, bicycle and pedestrian traffic through and around the construction operations with as little inconvenience and delay as possible. The Contractor shall have no amount of work under construction other than what he can properly prosecute with due regard to the rights and convenience of the public.

Proper conveyance of vehicular traffic and pedestrians through the work area depends upon navigating under unexpected situations. The means of clarifying such conditions to the public include the Contractor’s use of signs, flagmen, pavement markings, barricades, lights, cones and delineators. No

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one standard sequence of signs or control devices will suit all conditions which may result from construction operations. Even for the same work, the conditions may vary from hour to hour, requiring adjustment and revisions of the traffic control in effect. The traffic control requirements specified herein are therefore intended to establish general principles to be observed in the control and regulation of traffic through and around the construction operations anticipated for this project. The requirements set forth in this Section represent the minimum traffic control requirements imposed and the Contractor shall be solely responsible for providing the full extent of traffic control measures that are necessary. Only individuals trained in the principles of implementing traffic control and/or traffic control flagging shall be assigned that responsibility at the work site.
(a) Traffic Control Plan – The Contractor shall submit a Traffic Control Plan to clearly describe proposed traffic control measures. The plan shall be generally in accordance with the illustrations included in the “California Manual of Uniform Traffic Control Devices” and the “Work Area Traffic Control Handbook”, (Building News Incorporated P.O. Box 3031, Terminal Annex, Los Angeles, CA 90051). The submittal shall consist of scaled drawings for each situation anticipated to be encountered, i.e., intersections, mid-block (each during working and non-working hours), etc. The drawings shall show signs, traffic control devices and flagmen as required.

The Traffic Control Plan shall be directed equally to the regulation and protection of non- vehicular traffic including pedestrians, bicyclists, joggers, skaters, skateboarders, etc.

The Contractor shall provide for the protection and separation of non-vehicular traffic from construction operations at all times. No work involving the implementation of traffic control shall begin until the Engineer has reviewed and has no exception to the traffic control plans. The Contractor may implement a revised Traffic Control Plan only with subsequent review with no exceptions by the Engineer.
(b) Traffic Control Devices - Traffic control devices shall be provided in sufficient quantities and types as required to provide safe and adequate traffic control. During hours of darkness, approved lights and/or flares shall be included, in proper working order, to illuminate signs and hazards and alert approaching traffic. Barricades shall be furnished and maintained along all open trenches in contact with traffic. No work may begin on any day or at any time before traffic control devices have been placed, test driven and, if required, adjusted and revised. All traffic control devices shall be placed in accordance with the Manual of Uniform Traffic Control Devices and the Contractor’s favorably reviewed traffic control plans. Locations of devices shall be adjusted to suit the conditions and circumstances of each detour situation. In all cases, signs shall be placed to most effectively convey their messages to approaching traffic.

The Contractor shall maintain all traffic control devices, at proper locations and in proper working order, at all times during construction operations and whenever a hazard resulting from Contractor’s operations exists. The Contractor shall adjust and revise traffic control devices, placement, etc., to suit changing conditions around construction operations. Traffic control devices shall remain in place at all times, as required to alert approaching traffic of upcoming hazards. After hazards have been removed, all traffic control devices shall be removed. Temporary signs shall be removed or their messages covered.

Daily traffic control measures shall continue until cleanup activities have been satisfactorily completed and all of the Contractor’s equipment has been removed from the traveled way.
(c) Traffic Control Detours - The Contractor shall direct, divert and detour traffic through, around and adjacent to construction operations in accordance with the traffic control plans specified in the Contract Documents or in accordance with the Contractor’s favorably reviewed traffic control plans.

1. Field Review of Detours - Immediately after traffic control devices have been placed, the detour shall be test driven by the Engineer or Inspector and the Contractor’s Superintendent. The test drive shall include approaches to the detour from each possible direction, and traverse the full length of each detour route. The Contractor shall adjust and revise all traffic control devices as

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determined to be required by the test drive and the test drive shall be repeated, if determined necessary by the Engineer or Inspector. The Contractor shall provide additional traffic control devices as required to maintain the flow of traffic throughout construction operation.

2. Diverting Bicycle and Pedestrian Traffic – Whenever construction operations obstruct the flow of bicycle and pedestrian traffic or present a hazard to bicycles and pedestrians, the Contractor shall take appropriate action to protect and separate bicycles and pedestrians from the work area. Such action may include placement of barricades between bicycles and pedestrians and the work areas, placement of warning signs, and provisions utilizing personnel as required to protect and maintain access for bicycles and pedestrians as conditions warrant.

3. Diverting Vehicular Traffic - Whenever construction operations obstruct the flow of vehicular traffic or present a hazard to vehicles operating in the vicinity of construction operations, the Contractor shall take appropriate action to warn, detour and otherwise protect approaching drivers and vehicles.

4. Flagmen - The Contractor shall employ flagmen as required for each specific detour and at all locations where barricades and warning signs cannot control the movement of traffic. A warning sign shall be placed ahead of the flagman reading: “Flagman Ahead.” The distance between the sign and the flagman should be based on the average traffic speed, allowing approximately fifty (50) feet for each ten (10) miles per hour. During hours of darkness, flagman stations shall be illuminated such that the flagman will be clearly visible to approaching traffic. Lights for illuminating the flagman station shall receive favorable review by the Engineer. The flagman shall wear a red or orange warning garment when flagging. Flagmen shall be provided with approved red flags or STOP/SLOW hand paddles, and two-way radios for communication. When flagging during hours of darkness, the flagman shall signal with a red light or flare and shall have a belt and suspender harness outside his garment fitted with reflectors or made from reflectorized cloth, unless the garment is well reflectorized in one of these ways.

5. Notice to Agencies - The Contractor shall notify the Engineer and all agencies having jurisdiction over the work, in writing, at least ninety-six (96) hours, excluding holidays and weekends, prior to instituting any lane closure or detour.

At the end of each workday, the Contractor shall inform the Engineer, Police Department and Fire Departments of the status of all detours, lane restrictions, or road closures. The Contractor shall cooperate and coordinate with the various parties involved in the collection and removal of trash and garbage, the transit providers, the U.S. Postal Service, and others, as necessary, in order to maintain existing schedules and services.

6. Emergency Vehicle Access Through Detours - During all detours and/or street closures the Contractor shall provide for the movement of emergency vehicles through the work area. It is essential that the Contractor’s work and equipment does not impede emergency access.

7. Night Detours - The Contractor shall not be permitted to maintain any lane closure or road closure during non-working hours without first obtaining written approval from the Engineer. During non-working hours the Contractor shall restore travel lanes to their original alignment and configuration by means of placing temporary asphalt pavement or bridging with steel plates. The Contractor shall place “ROUGH ROAD” signs conforming to the Manual of Uniform Traffic Control Devices at uneven temporary pavement or bridging locations. See General Provisions, Section 9.18 (b), “Trench Safety Requirements”.

8. Temporary Traffic Lanes – Temporary traffic lanes shall be at least ten (10) feet wide, or eleven (11) feet wide around curves. Provide an additional two (2) feet

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of clearance from curbs. The length of temporary lanes should be limited to the area under construction and the distance necessary to divert traffic. (d) Parking Restrictions - The Contractor shall post approved “No Parking” signs at all locations necessary to establish work areas and detour traffic. Signs shall read: “NO PARKING - CONSTRUCTION TOW-AWAY ZONE,” show the actual day and hours of parking restriction and indicate the telephone number of the City’s Police Department or agency having jurisdiction. Signs shall be placed at least forty-eight (48) hours in advance of the restriction. The Engineer shall approve the location and duration of no parking limits and verify their placement. “No Parking” signs shall be removed when no work is under construction and must be reposted forty-eight (48) hours before the resumption of construction activities.

For any violation of “No Parking” signs by motorists, the Contractor shall contact and coordinate directly with the City’s Police Department for removal of vehicles in accordance with the California Vehicle Code. The Contractor shall also coordinate with the Police Department directly for enforcement and towing of parked vehicles.

9.21 Safety - The Contractor shall be solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the work. The Contractor’s responsibilities shall specifically provide for the safety of persons involved in the project, other persons who are affected by the performance of the work, the work in place, materials and equipment to be incorporated in the work, the project site, and adjoining property.

The services of the City in conducting inspection or construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's work methods, equipment, bracing, shoring or scaffolding, or safety measures, in, on, or near the construction site.

Safety vests and personal protection equipment shall be worn by the Contractor, all subcontractors and other personnel when working or present on the site. Hard hats shall be worn when working around earthmoving or any heavy construction equipment or during any overhead construction work.

Payment for performing all work necessary to provide safety measures shall be included in the bid items for which safety measures are required and no additional compensation will be made. (a) Safety Orders – The Contractor shall have at the work site, copies or suitable extracts of:

Construction Safety Orders, Tunnel Safety Orders, and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. (b) Trench Safety Requirement - As required by California Labor Code, Section 6705 and in addition thereto, for any excavation of any trench or trenches five (5’) feet or more in depth, the Contractor shall submit to the Engineer for review, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches.

Structural calculations prepared, stamped and signed by a Registered Engineer licensed to practice in the State of California shall accompany the plan to verify the structural safety and adequacy of the sheeting, shoring and bracing to be used on the project. No such plan shall allow any shoring, sloping or a protection system less effective than that required by the Construction Safety Orders of the State Division of Occupational Safety and Health.

The maximum length of open trench shall be three-hundred (300) feet or the distance that pipe can be installed in a single day as determined by the Engineer. Trenches shall be backfilled and covered with two (2) inches of cutback (in paved areas) or bridged with tack-welded steel plates at the end of each workday. Cutback shall be placed around plate edges to provide a smooth transition and to secure against displacement.

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As soon as possible under the provisions of these specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements that existed prior to the start of construction.
(c) Confined Space Entry Program (CSEP) - Entry into permit-required confined spaces as defined in Section 5157, Title 8, California Code of Regulations (CCR) may be required as a part of the work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit-required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall be responsible for implementing, administering, and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157, 5158, Title 8, CCR and shall implement such a program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by the Contractor and City personnel at the work site.

Prior to starting work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following:

1. Training of personnel

2. Purging and cleaning the space of materials and residue

3. Potential isolation and control of energy and material inflow

4. Controlled access to the space

5. Atmospheric testing of the space

6. Ventilation of the space

7. Special hazards consideration

8. Personal protective equipment

9. Rescue plan provisions
The Contractor’s CSEP submittal shall also include the names of the Contractor’s and Subcontractor’s personnel assigned to the project who will have CSEP responsibilities, their CSEP training, their specific assignment and their responsibilities in carrying out the CSEP.

Payment for implementing, administering, and providing all equipment and personnel associated with the CSEP shall be included in the bid items for which the CSEP is required and no additional compensation will be made.
(d) Hazardous Conditions: Contractor’s Responsibility for Precautions - Contractor agrees that if, during the progress of the work, a hazardous condition is identified which involves a risk of bodily harm to any person or a risk of damage to any property, the Contractor will take such special precautions as shall be necessary to make the progress of the work safe under such condition. Conditions may result from, but are not limited to, the use of specified materials or equipment, the location of the work, the condition of the site, the kind or method of construction, or the manner in which any of the work is required to be done. The Contractor agrees to assume the sole responsibility for determining whether any such hazardous condition exists or will be created during the course of the work. (e) Use of Explosives – Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. No explosive material shall be transported to, stored or utilized on the site without written permission of Engineer. All blasting work and handling of explosives on the site shall be done only by qualified persons who possess a valid permit. The Engineer’s approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations.

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(f) Special Hazardous Substances and Process – Materials that contain hazardous substances or mixtures may be required on the work. A Material Safety Data Sheet as described in California Code of Regulations, Section 5194 shall be requested by the Contractor from the manufacturer of any hazardous products used and submitted to the Engineer.

Hazardous material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label.

The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions.

9.22 Patent Fees or Royalties -
All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner connected with the work under this contract shall be included in the price bid for the work and the contractor and his sureties shall protect and hold the City, together with all the City's officers, agents, servants and employees, harmless against any and all demands made for such fees or claims brought or made by the holder of any invention or patent and, before the final payment is made on account of this contract, contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or claims.

Should the contractor, his agents, servants or employees, or any of them, be enjoined from furnishing or using any invention, article, material or appliance supplied or required to be supplied or used under this contract, the contractor shall promptly substitute other articles, materials or appliances, in lieu thereof, of equal efficiency, quality, finish, suitability and market value and satisfactory in all respects to the Engineer. Or, in the event that the Engineers elects in lieu of such substitution to have supplies and to retain and use any such invention, article, material or appliance as may be required by the contract to be supplied – in that event, the contractor shall pay such royalties and secure such valid licenses as may be requisite and necessary for the City, the City's officers, agents, servants and employees, or any of them to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof. Should the contractor neglect or refuse to make the substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then, in that event, the Engineer shall have the right to make such substitution or the City may pay such royalties and secure such licenses and charge the cost thereof against any monies due the contractor from the City or recover the amount thereof from him and his sureties notwithstanding final payment under this contract may have been made.

9.23 Advertising - The names of the Contractor or Subcontractors, with their addresses and the designation of their particular specialties, may be displayed at the job site on removable signs only if written approval is received from the Engineer. Commercial advertising material shall not be attached to, or painted on the surfaces of, any buildings, fences, canopies, or barricades.

9.24 Antitrust Claims – Attention is directed to Public Contract Code, Section 7103.5 which provides: “In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Contractor or Subcontractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgement by the parties.”

9.25 Audit and Examination of Records – The City and entities and agencies designated by the City, shall have access to, and the right to audit and examine at no additional cost, all of the Contractor’s project related data including but not limited to, books, estimates, records, contracts, bid cost data, Subcontractor and supplier job cost data, change orders, correspondence, instructions, drawings, receipts, vouchers, purchase orders, notes, computations, daily logs, and memoranda relating to the work. Pursuant to Government Code, Section 8546.7, the Contractor shall preserve all such records and will be subject to examination and audit by the State Auditor, at the request of the City, for a period of three (3) years after final payment under the Agreement.

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9.26 Notice of Entrance - Before entering any private property the contractor shall give the owner, tenant and inspector a minimum of forty-eight (48) hours written notice.

9.27 Additional and Emergency Protection - Wherever, in the opinion of the Engineer, the contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by processes of construction on account of such neglect, and whenever, in the opinion of the Engineer, an emergency shall arise and immediate actions shall be considered necessary in order to protect personal and property interest, whether public or private, then and in that event, the Engineer, with or without notice to the contractor, may provide suitable protection to the said interests by causing such work to be done and such material to be furnished as shall provide such protection as the Engineer may consider necessary and adequate.

The cost and expense of such work and material so furnished shall be borne by the contractor and if the same shall not be paid on presentation of the bills therefore, then such costs shall be deducted from any amounts due or to become due the contractor. The performance of such emergency work under the direction of the Engineer shall in no way relieve the contractor from any damages which may occur during or after precaution has been taken by the Engineer.

9.28 Placing Portions of Work in Service - Portions of the work may be placed in service as completed if desired by the City. Contractor shall give proper access to the work for this purpose. Such use and operation shall not constitute an acceptance of the work and the work, and the contractor shall be liable for defects due to faulty construction until the entire work under the contract is finally accepted.

9.29 Rights-of-Way - The City will provide all rights-of-way and easements in or beneath which pipes and other structures will be constructed by the Contractor under this contract. If through the failure of the City to acquire or clear title to rights-of-way, the Contractor sustains loss which could not have been avoided by the judicious handling of forces and plant, there shall be paid to the contractor such amount as the Engineer may find to be a fair and reasonable compensation for such part of the Contractor's actual loss as the Engineer deems unavoidable. Actual loss shall be understood to include no items other than necessary payments, idle time of men, idle time of equipment, cost of extra moving of equipment, and cost of longer hauls, with no allowance in any case for overhead or profit. If performance of the Contractor's work is delayed as a result of the failure of the City to acquire or clear title to rights-of- way, a commensurate extension of time will be granted.

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SECTION 10 - MEASUREMENT AND PAYMENT

10.01 Measurement of Quantities for Unit Price Work - Materials and items of work which are to be paid for on the basis of measurement shall be measured in accordance with the methods stipulated in the particular sections of the Contract Documents involved. Unless specifically stated otherwise in this contract, no extra measurement(s) according to local custom of any kind shall be allowed in measuring the work under this contract; only the length, area, solid contents, number, weight, or time in standard units, as the case may be, shall be considered as specified.

Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in the horizontal planes. Stationing shall be along the street centerline, lengths of sanitary sewers, storm drains and water lines shall be measured as the horizontal distances from center to center of structures, rounded to the nearest foot, and lengths of all return radii and curb data shall be measured along the face of curb. Volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimensions. Measurements shall be in accordance with U.S. Standard Measures. A pound is an avoirdupois pound. A ton is two-thousand (2,000) pounds avoirdupois. The unit of liquid measure is the U.S. gallon.

When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall submit to the Engineer with duplicate licensed Weighmaster’s certificates showing the actual net weights. The City will accept the certificates as evidence of the weights delivered.

10.02 Bid Items - Should any bid item be eliminated in its entirety, payment will be made to the Contractor for actual costs incurred, in connection with such eliminated contract work, and for costs incurred prior to the date of the Engineer’s written notification eliminating such work. The actual costs to be paid to the Contractor shall be computed in the same manner as if the work were to be paid on a force account basis. No compensation will be made to the Contractor, in any case, for loss of anticipated profits. Increased or decreased scope involving a change order will be paid as stipulated in the change order.

The estimated value of work performed, for lump sum bids or lump sum bid items will be determined from the schedule of values, to be prepared by the Contractor and presented at the preconstruction meeting. Elements of work on the schedule of values shall be separated into groupings appropriate for the project. The Technical Specifications may be used as a guide for establishing these groupings. Move-in costs, bond and insurance costs, and submittal preparation costs can be included in the schedule of values under a separate mobilization line item. This line item shall not exceed five- percent (5%) of the contract’s value. Overhead and profit shall not be allowed as a line item, but shall be prorated over other items of work.

10.03 Bid Quantities - The quantities listed in the Bid Schedule for each bid item do not govern final payment. Payments to the Contractor will be made only for the actual quantities of contract items constructed in accordance with the plans and specifications. If upon completion of the construction, the actual quantities show either an increase or decrease from the quantities given in the bid schedule, the contract unit prices will still prevail.

Payment will not be made for materials wasted or disposed of in a manner not called for under the contract. This includes rejected material not unloaded from vehicles, material rejected after it has been placed and material placed outside of the plan lines. Unless otherwise provided, no payment will be made for materials delivered to the site but not incorporated in the work. Such quantities will not be included in the final pay quantities. No compensation will be allowed for the disposal of rejected or excess material.

When the estimated quantity for a specific portion of work is designated on the Bid Schedule as a “Final Pay Quantity”, the estimated quantity specified shall be the final quantity for which payment for such specified portion of the work will be made, regardless of the actual quantity constructed, unless the

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dimensions of said portions of the work shown on the plans are revised by the Engineer. If such dimensions are revised and such revisions result in an increase or decrease in the quantity of such work, the final quantity for payment will be revised by the amount represented by the change. The estimated quantity for any portion of the work designated as a Final Pay Quantity shall be considered as approximate only and no guarantee is made that the quantity, which can be determined by computations, based upon the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantities based upon computations do not equal the estimated quantities. Final pay quantities will be designated on the Bid Schedule with the letter (F) and shall only apply to the corresponding portions of work specifically designated on the plans. Any portion of work not designated as a final pay quantity will be measured and paid for as specified under other provisions of the Contract Documents.

10.04 Progress Payments – On or about the 25 th day of each month may be designated as the date which would terminate each working month for the purpose of making progress payments.

The Contractor's request for a progress payment shall be submitted under cover of the Request for Progress Payment form approved by the Engineer. The Request for Progress Payment form shall be complete and properly executed by the contractor, and have, as attachments, the items listed on the form.

The Contractor shall, on the date established, prepare and submit a progress estimate to the City for work accomplished during the previous working month, based on the various contract bid items and the unit bid prices. Invoices shall include amounts previously paid, itemized retention and any deductions or additions authorized by change order. Consultation with the Engineer may be necessary to determine the amount of work accomplished.

The first progress payment will not be made until the following submittals have been provided and accepted: list and schedule of submittals, Baseline Construction Schedule, schedule of values (if applicable), SWPPP. Subsequent progress payment requests will not be accepted unless accompanied by the progress payment cover letter, an updated baseline or revised schedule, a certification that the record drawings have been updated as of the date of the invoice.

Upon receipt of a progress payment request, the City shall, within ten (10) working days, determine if the request is proper, and if disputed the City will return the progress payment to the Contractor along with a written document setting forth the progress payment request’s shortcomings.

Following receipt of an undisputed and properly submitted progress payment request, the City shall authorize payment within thirty (30) calendar days.

Contractor may request partial payment for materials delivered to the site but not yet incorporated into the work (materials on hand). To receive consideration for payment of materials on hand, the Contractor shall provide the Engineer with a list of such materials at least five (5) working days prior to submitting the monthly estimate of amount earned for work completed. At the Engineer’s sole discretion, up to seventy-five-percent (75%) of the estimated value of materials on hand may be considered for payment, subject to the following:
(a) Only materials which have received favorable review of shop drawings will qualify. (b) Eligible materials must be delivered and properly stored, protected, and maintained in a manner favorably reviewed by the Engineer, at the job site or at a bonded warehouse. (c) The Contractor's actual net cost for the materials must be supported by paid invoices to suppliers or other documentation requested by the Engineer. (d) Materials delivered to the site less than thirty (30) days prior to their scheduled incorporation in the work shall not qualify.
(e) Partial payments for materials on hand shall not be deemed to be final payment for the material nor relieve the Contractor of his obligations under the Contract. (f) Partial payments for materials on hand shall be subject to retention.

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From each progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder of the amount due, less the amount of all previous payment will be paid to the Contractor provided all work invoiced has been completed and approved by the Engineer.

The Engineer may withhold or nullify, the whole or any part of any payment to such extent as may be necessary to protect the City from loss on account of any of the following:
(a) Defective or vandalized work not remedied,
(b) Damage to the City or another Contractor,
(c) Claims filed, or reasonable evidence indicating probable filing of claims, (d) Stop notices, or failure of the Contractor to make payments properly to subcontractors or laborers or suppliers, in which case 125% of the stop notice amount shall be withheld until a release form is received,
(e) A reasonable doubt that the contract can be completed for the balance unpaid, (f) Reasonable evidence that the work will not be completed within the contract time and that the unpaid balance of the contract sum would not be adequate to cover the City’s liquidated damages assessed in accordance with the Agreement for the anticipated delay,
(g) Failure of Contractor to maintain, update and submit record documents, schedules or other submittals as required by the Contract Documents, (h) Performance of work by Contractor without properly processed shop drawings; (i) Any other failure of Contractor to perform its obligations under the Contract Documents.

The Contractor may elect to receive one hundred percent (100%) of payments due under the contract from time to time, without retention of any portion of the payment by the City, by depositing and maintaining securities of a value equivalent to the retention amount with the City in accordance with the provisions of Public Contract Code, Section 22300. Such securities, if deposited by the Contractor, shall be valued by the City’s Administrative Services Director, whose decision on valuation of the securities shall be final.

Contractor warrants that, upon submittal of an application for payment, all work for which payment has been previously issued by the City and received by the Contractor, shall be free and clear of all claims, stop notices, security interests, and encumbrances in favor of Contractor, Subcontractors, or other persons or firms entitled to make claims by reason of having provided labor, materials, or equipment relating to work.

The payment of progress payments by the City shall not be construed as an absolute acceptance of the work done up to the time of such payments and shall not constitute acceptance of defective work.

10.05 Retentions - The City shall retain five percent (5%) of the amount of each progress estimate, and the accumulation of said amounts so retained from the progressive payments to the extent unencumbered will be paid to the contractor in no less than thirty-five (35) days after the completion and acceptance by the Engineer and the City of the work done.

Upon contractor's request, City will make payment of funds withheld from progress payments pursuant to the requirements of Code Section 14402 if contractor deposits in escrow with the City, or with a bank acceptable to the City, securities eligible for the investment of State funds under Government Code Section 16430 or bank or savings and loan certificates of deposit, upon the following conditions:
(a) Contractor shall bear the expense of the City and the escrow agent in connection with the escrow deposit made.

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(b) Securities or certificates of deposit to be placed in escrow shall be of a value at least equivalent to the amounts of retention to be paid to the contractor pursuant to this section.
(c) Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall include provisions governing inter alia:

1. Amount of securities to be deposited.

1. Providing of powers of attorney or other documents necessary for the transfer of the securities to be deposited.

2. Conversion to cash to provide funds to meet defaults to termination of the contractor's control over the work, stop notices filed pursuant to the law, assessment of liquidated damages or other amounts to be kept or retained under the provisions of the contract.

3. Decrease in value of securities or deposit.

4. Termination of the escrow upon completion of the contract. (d) Contractor shall obtain the written consent of the surety to such agreement.

10.06 Final Payment - The City shall, prior to final acceptance, provide the Contractor with a copy of the final quantities for the various contract bid items and a summary of contract change orders for his review. All prior payments shall be subject to correction in determining the total contract sum. The Contractor shall reply promptly in writing, to indicate either his concurrence or an explanation of possible discrepancies in the total contract sum.

The project will not be submitted to the City Council for acceptance until the Engineer and the Contractor concur with the totals of all quantities, costs, contract change orders and the total contract sum. Following concurrence, a semi-final payment will be made to the Contractor after deducting all previous payments and all amounts to be retained under the provisions of the contract. The retention payment shall be due and payable as a final payment after the expiration of thirty-five (35) days following the date of final acceptance of the work by the City Council.

If within the time fixed by law, a properly executed notice to stop payment is filed with the City, due to Contractor’s failure to pay for labor or materials used in the work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws.

If releases are required, the Contractor shall pay or cause to be paid to Subcontractors the amount stated in the conditional releases within five (5) days after receipt of the semi-final payment, and shall promptly thereafter furnish evidence of such payment to the City.

The securities deposited by the Contractor will be released, providing that the following requirements of the contract have been fulfilled:
(a) Satisfactory completion of all construction work and written acceptance of said work by the City;
(b) The submission by the Contractor to the Engineer of all required stop notice releases, submittals, written guarantees, warranties, operating manuals, and other project related documentation;
(c) The return to the Engineer of all drawings and written specifications loaned to the Contractor during the construction period.
(d) The submission by the Contractor to the Engineer of record documents and a set of red- lined drawings showing the revisions to the original set of drawings which reflect the actual construction of the project for preparation of “Record Drawings”.

The Contractor agrees that the payment of the final amount due under the contract shall release the City of San Carlos from any and all claims or liability on account of all work performed under the

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contract, except those items previously made in writing and identified by the Contractor as unsettled.

Release of the final payment by the City shall not be construed as an acceptance of any defective work or acceptance of improper materials.

10.07 Acceptance - Contractor shall notify Engineer in writing of the completion of the work, whereupon the Engineer shall promptly satisfy them self by personal inspection as to the actual completion of the work in accordance with the terms of the contract. After receiving a written recommendation from the Engineer for acceptance of the work, City shall accept or reject the work; stating, if the work is rejected, the requisite conditions for acceptance. When the City accepts the work, they shall file a Notice of Completion with the County Recorder in the county where the work is located and shall promptly notify the contractor in writing of the recordation. Contractor warrants and guarantees that title to all work, materials and equipment accepted by the City will pass to the City free and clear of all liens, claims, security interests or encumbrances, and that no work, materials or equipment accepted will have been acquired by the contractor, or by any other person performing the work at the site or furnishing materials or equipment for the project, subject to an agreement under which an interest therein or encumbrances thereon is retained by the seller or otherwise imposed by contractor of such other person.

10.08 Compensation for Extra or Omitted Work – Compensation for extra or omitted work shall be in accordance with Section 5.08, Change Orders.

10.09 Compensation to City for Extension of Time - In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right, as provided hereinabove, to extend the time of completion thereof. If the time limit so be extended, the City shall have the right to charge to the contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, administration, legal and other overhead expenses which are directly chargeable to the extension of time. The cost of final surveys and preparation of the final estimate shall not be included in such charges.

10.10 Claims - The term “Claim” shall mean a written demand or assertion by the Contractor seeking, as a matter of asserted right, adjustment in the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the Contract Documents, or determination of other disputes or matters in question between the City and Contractor arising out of or related to the Contract Documents or the performance of the work, including claims alleging an error or omission.

A claim must be stated with specificity, including identification of the event giving rise to claim, the date of the event, and the asserted effect on contract sum and contract time. The claim shall include adequate supporting data. Adequate supporting data for a claim for an adjustment of the contract time shall include scheduling data demonstrating the impact of the event on the completion of the work.

Adequate supporting data for a claim for an adjustment of the contract sum shall include a detailed cost breakdown of the items allowed, isolating labor, material, and equipment costs, and providing detailed quantities and unit prices for changed work. If the exact amount of a claim is not ascertainable at the time such claim is made, the supporting data currently available shall be submitted. Supplemental data supporting the exact amount of the claim shall be submitted as soon as available.

Notwithstanding the making of any claim or the existence of any dispute regarding any claim, unless otherwise directed by the Engineer, the Contractor shall not cause any delay, cessation, or termination in the performance of the work, including portions of the work pertaining to a claim.

10.11 Time Limit on Claims - Contractor shall submit any and all claims, together with adequate supporting data to the Engineer as soon as possible but not later than ten (10) working days after occurrence of the event giving rise to the claim, or the date the Contractor first recognized, or reasonably should have recognized, the condition giving rise to the claim, whichever is earlier. Contractor hereby expressly waives all claims not made within this time limit.

Contractor is expressly barred from asserting any claims of which the Contractor was aware, whether or not the exact amount of such claims was ascertainable, that is not submitted to the Engineer prior to the Contractor proceeding with the work.

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10.12 City Response to Claims - The Engineer shall promptly review claims. If additional supporting data is deemed necessary, the Engineer shall request such additional data within ten (10) working days after receipt of the claim. The Contractor shall furnish such additional data no later than ten (10) working days after receipt of the City’s request. The Engineer shall render a decision promptly, but in any event, within thirty (30) working days after the receipt of the claim or the receipt of additional supporting data. If the amount of the claim is in excess of $50,000, the aforesaid thirty (30) working day period shall be sixty (60) working days. Failure of the Engineer to render a decision within the aforesaid thirty (30) or sixty (60) working day period shall be deemed a decision denying the claim and the last day of such period shall be the date of such decision. The decision of the Engineer shall be final and binding unless appealed in accordance with the General Provisions, Section 10.15, “Appeal of the Engineer’s Decision”.

10.13 Appeal of Engineer’s Decision - If Contractor disputes the Engineer’s decision of a claim, the Contractor shall, within thirty (30) calendar days of the decision, make a written appeal of the decision to the Engineer. The written appeal shall include all supporting data upon which the Contractor requests the City to modify its decision, including all documentation transmitted between the Contractor and the Engineer on the underlying claim. The Engineer shall make a good faith effort to resolve the claim prior to final completion of the Project. In the event the claim is not resolved prior to final completion, the Contractor’s claim shall be heard by the Director of Public Works prior to recommending final acceptance to the City Council. The Contractor’s administrative remedies under the Contract Documents shall be exhausted after the decision of the Director of Public Works is rendered. In case of disagreement with the decision of the Director of Public Works, the Contractor may pursue the resolution of the dispute by presenting a formal claim to the City.

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SECTION 11 - GUARANTY

11.01 Contractor’s Guaranty - Prior to final acceptance, the Contractor shall warrant and guaranty to the City that all work is in accordance with the Contract Documents and is not defective.

The guaranty shall be accompanied by a warranty bond for ten percent (10%) of the final contract sum, which shall warrant the quality of the work for a period of two (2) years after acceptance. The guaranty and warranty bond shall be in accordance with the Agreement Forms furnished in the Contract Documents.

11.02 Correction of Defective Work During the Guaranty Period - If within two (2) years after the date of City Council acceptance, or such longer period of time as may be prescribed by laws or regulations or by the terms of any applicable special guaranty required by the Contract Documents, any work is found to be defective, the Contractor shall promptly without cost to the City and in accordance with the City’s written instructions, either correct such defective work or if it has been rejected by the City, remove it from the site and replace it with non-defective work.

If the Contractor does not promptly comply with the terms of such instructions within ten (10) working days after written demand by the City, the City may have the defective work corrected. The City may also correct defective work immediately in cases of emergency where delay would cause serious risk of loss or damage. All direct, indirect and consequential costs of correcting defective work (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) shall be absorbed by the Contractor.

The Contractor shall remove from the Project site portions of the work and materials which are not in accordance with the Contract Documents and which are neither corrected by the Contractor nor accepted by the City. If Contractor fails to pay the costs of such removal within ten (10) working days after written demand, the City may, without prejudice to other remedies, sell such materials at auction or at private sale, or otherwise dispose of such material. The Contractor shall be entitled to the proceeds of such sale, if any, in excess of the costs and damages for which the Contractor is liable to the City, including reasonable attorneys’ fees and expenses and compensation for the City’s services and expenses.

The City shall have the option, at its sole discretion and by notice to the Contractor, to accept defective work as defined in Section 4.18 – “Acceptance of Defective Work. “

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SPECIAL PROVISIONS

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SPECIAL PROVISIONS
These Special Provisions contain project specific requirements pertaining to the work, and as such, shall take precedence over the General Conditions portions of these Specifications. All costs associated with satisfying the requirements in these Special Provisions shall be included in the Contractor’s bid price and no additional compensation shall be made.

1. DESCRIPTION OF WORK
In general, the Contractor shall furnish all labor, materials, equipment and services necessary to complete the project as further described in the “Instructions to Bidders” of these Specifications. Work shall consist of eucalyptus tree removal, non-eucalyptus tree removal, stump removal, site restoration, and site grading. Schedule of work shall be done immediately upon being awarded project. Work shall be completed by August 5, 2022, after which nearby schools will be in session.

2. LOCATION
Work to be done under this contract is on San Carlos Ave, San Carlos, California, between Alameda de Las Pulgas and Cordilleras Avenue, as shown the project plans.

3. DAYS & HOURS OF OPERATION
The hours of operation shall be limited to the hours between 9:00 a.m. and 4:00 p.m.

Regular working days are from Monday through Friday except City legal holidays unless exception is granted by the City Engineer.

4. STAGING / CONSTRUCTION AREA
The City has not designated a staging area for this project. Should a staging area be desired, the Contractor shall be responsible for securing such an area along with any and all permits and permissions that may be necessary from the City and/or private property owners. Proof of concurrence shall be provided to the City upon request. Any fencing or other protective means (if required or employed by the Contractor) shall be at the contractor’s expense.

5. WATER
Water for use during construction shall be furnished by the Contractor and all costs incurred including the water use, meter charges, meter/backflow preventer deposit, vehicles and containers needed in transporting water to the job site shall be paid by the Contractor. The Contractor’s attention is directed to Section 9.11 of the General Provisions for additional information.

6. POWER
All power for and in connection with work to be done under this contract shall be furnished and maintained by Contractor. The Contractor’s attention is directed to Section

9.12(h) of the General Provisions for additional information.

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7. OWNER / CONTRACTOR MEETINGS
A. PRE-CONSTRUCTION CONFERENCE: A Pre-construction Conference will be held at the San Carlos City Hall, 600 Elm Street, San Carlos, CA 94070 within ten (10) working days after the agreement is executed.

The conference will address the scope of work and the Contractor's proposed construction schedule, traffic control and detour plan. At the Pre-construction conference the Contractor shall provide the following, in addition to the items specified in Section 8.09 of the General Provisions:
 The proposed construction schedule (for overall project),  Two-week look-ahead construction schedule,
 Draft of the notification letter to residents and merchants,  The proposed traffic control plan,
 Project submittals.

The meeting shall be attended by:
 Contractor's representative, superintendent and major subcontractors,  City's representative project manager and inspector,
 Design consultant team,
 Others as Appropriate.

B. WEEKLY CONSTRUCTION MEETINGS: A weekly construction meeting will be held at the construction site or at San Carlos City Hall, 600 Elm Street, San Carlos, CA 94070 as determined by the City Project Manager/Inspector. The weekly meetings will be held on a day and time mutually satisfactory to the City and Contractor’s representative and/or superintendent.

8. NOTIFICATION OF RESIDENTS AND MERCHANTS:

Bidders shall be aware that much of the work takes place on private property. The City is in the process of acquiring rights of entry for the work on private property. Bidders should assume that rights of entry will have been acquired by the time of construction.

The Contractor shall perform the following tasks prior to commencement of the construction work:

A. Prepare and leave at each location a notification letter three weeks and 72 hours prior to the time of construction, stating nature of work and expected duration of construction activity affecting their property.

B. Include Contractor's telephone number for the purpose of taking inquiries and complaints.

C. Submit draft copy to City at Pre-construction conference.

D. Final format and wording of this letter shall be subject to approval of Engineer.

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9. STORM WATER POLLUTION PREVENTION PLAN
Consistent with the requirements of the federal Clean Water Act, the Project is subject to storm water pollution prevention requirements, which include the implementation of a water pollution prevention plan and/or implementation of local storm water requirements, which prohibit the discharge of pollutants from the Project site.

All work shall conform to the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Order No. 2009-0009-DWQ, NPDES No. CAS000002) ("General Permit"), and the NPDES Municipal Regional Stormwater Permit (MRP) (Order No. R2- 2015-0049, NPDES No. CAS612008). The Contractor shall implement all applicable San Mateo Countywide Water Pollution Prevention Program (SMCWPPP) measures and Best Management Practices (BMPs). Failure to comply with the approved construction BMPs will result in the issuance of correction notices, citations and/or a stop work order.

Prior to the start of any field work, the Contractor shall prepare a Water Pollution Control Plan (WPCP), in accordance with the latest version of the California Department of Transportation "Water Pollution Control Program (WPCP) Preparation Manual" and template, or other approved template, for review and approval by the Engineer. The WPCP shall include, at a minimum, the selection of BMPs applicable to the project, and an erosion control plan detailing the locations on the project site where applicable BMPs will be implemented.

The Contractor shall include in the WPCP any applicable California Department of Transportation Construction Site BMP Fact Sheets, or an approved equivalent. The Contractor is responsible for furnishing, installing, constructing, inspecting, maintaining, removing, and disposing of the BMPs as necessary throughout the entirety of the project. The Contractor shall inspect BMPs regularly, and correct improperly installed, damaged, or ineffective BMPs immediately. Site BMP inspections shall be performed in accordance with the approved SWPPP/WPCP, and at a minimum of two week intervals.

Reports of each BMP inspection shall be provided to the City on a monthly basis.

The Contractor is responsible for furnishing, installing, constructing, inspecting, maintaining, removing, and disposing of the BMPs as necessary throughout the entirety of the project. The Contractor shall inspect BMPs regularly, and correct improperly installed, damaged, or ineffective BMPs immediately.

10. HAUL ROUTES- HOLLY STREET EAST OF EL CAMINO REAL PROHIBITED The section of Holly Street between Old County Road and Industrial Road is politically sensitive as a residential area and is NOT to be used as a Haul Route. Contractor shall therefore direct trucks not to use the Holly 101 Interchange when heading to the site.

Trucks leaving the site shall turn onto El Camino Real and head either north to Ralston Avenue or south to Brittan Avenue.

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Special Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III Page SP-6

1 1. SANITATION FACILITIES AND UTILITIES

Contractor shall be responsible for providing bathrooms, wash stations and power, if needed. The Contractor shall coordinate with CalWater to obtain a hydrant meter for dust control during the demolition.

12. DEMOLITION PLAN

Demolition plan shall be phased to minimize road closure. Trees shall be scheduled and grouped together per block to minimize traffic disturbance.

The following items shall be taken into consideration in preparing the Demolition Plan:

Demolition – Demolish and remove the entire eucalyptus tree and non-eucalyptus tree along with roots to a depth of at least 18-inches below the tree. Remove entire stump, overexcavate and compact with approved fill to 90%. For stumps to remain in place, demolish and remove the eucalyptus tree and non-eucalyptus tree up to the stump to the maximum depth feasible to discourage re-sprouting.

Grading – After the eucalyptus tree, non-eucalyptus tree, and stumps have been removed, fill any remaining voids with clean, non-expansive soil, free of rocks, organic or other deleterious matter, compacted to ninety percent (90%) minimum relative density. Minimal grading may be required, as directed by the Engineer to achieve a finished surface that conforms to pre-demolition surface conditions against adjacent site, doesn’t pond, and generally follows existing drainage patterns. Area shall be topped with mulch.

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Site Restoration– Any damage to surrounding infrastructure shall be repaired or replaced. If existing tree is located on an asphalt concrete surface, then Contractor shall cleanly sawcut the surrounding tree footprint and pour 6” of asphalt concrete. The asphalt concrete shall meet existing grade. If existing tree is located on concrete sidewalk, then Contractor shall remove the affected flags of concrete and replace each flag per City Std. Detail 6. If existing tree is located on soil, then Contractor shall fill any remaining voids with clean, non-expansive soil, free of rocks, organic or other deleterious matter, compacted to ninety percent (90%) relative density. If the existing tree is located behind a fence, then the fence shall be restored to original conditions. .

Fence material shall match the existing material. If the existing tree is located near a retaining wall, then the affected retaining wall shall be restored to match the existing material. Contractor shall be responsible for restoring any damages to surrounding infrastructure or vegetation including those not shown on the plans.

13. SAFETY OF PERSONS AND PROPERTY

The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damages, injury or loss to:

1. All employees, City personnel, residents on the project, and all others who may be affected thereby; and

2. All the work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of the Contractor’s subcontractors; and

3. The work of the City or other contractors.

The Contractor shall give all notices and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss.

The Contractor shall erect and maintain, as required by existing conditions and the progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations, and notifying owners and users of adjacent utilities.

The Contractor shall designate a Site Safety and Health Officer who is a responsible member of the Contractor’s organization and whose duty shall be the prevention of accidents. The Contractor shall submit the name of the Site Safety and Health Officer to the Engineer in writing. The Site Safety and Health Officer shall be responsible for preparation of a Health and Safety Plan.

The Health and Safety Plan shall detail the Contractors safety committee(s), safety rules, safety training, enforcement procedures, incentives, accident procedures and investigations, inspections, safety equipment and maintenance, hazardous materials (i.e. asbestos pipe) handling procedures, emergency action plan(s), alcohol and drug policies, confined space entry procedures, certification program and emergency retrieval procedures, 911 and emergency rescue services within jurisdiction of the work area, health providers and hospital emergency near the work site.

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14. TRAFFIC CONTROL
Construction shall be organized so as to cause the least possible inconvenience to traffic. The Contractor’s attention is directed to the detour plans included in the project plans. The Contractor shall not deviate from these detour plans without prior approval from the City. These plans, however, do not relieve the contractor from preparing its own traffic control plan for approval by the City in accordance with Section 6 “Traffic Control and Construction Area Signs”. The detour and traffic control plan shall be phased per block and shall reference the project schedule. Trees shall be grouped together per block to minimize traffic disturbance. Contractor shall schedule work immediately upon being awarded the project and provide a three week notification to owners and tenants. Work cannot proceed until the City approves the traffic control plan.

Contractor shall note that CMS boards are required as shown on the plans.

Special Requirements:

1. The Contractor shall be responsible for providing and maintaining all temporary traffic control and safety devices, including all personnel necessary for effectively directing vehicular, pedestrian and bicycle traffic through the construction zone. The Contractor assumes sole and complete responsibility for the job and site conditions, including safety of all persons and property, from start until final acceptance of the project. This requirement shall apply continuously twenty-four (24) hours per day and shall not be limited to normal working hours.

2. Streets shall not be closed unless authorized by the Engineer in writing at least 72 hours prior to the requested date. If street closure is approved, Contractor shall notify the following 48 hours prior to the street closure:
a. City’s project manager and inspector
b. City of San Carlos Police Department, (650) 802-4277 c. City of San Carlos Fire Department, (650) 780-7400
d. City of San Carlos Garbage, Recycling, and Tree Trimming Haulers e. Recology San Mateo County (G650) 595-3900
f. SamTrans
g. Arundel Elementary School
h. Carlmont High School
i. Tierra Linda Middle School
j. Impacted residents and businesses

2. If emergency or urgent street closures are required, the Contractor shall notify:
a. City’s project manager and inspector
b. City of San Carlos Police Department, (650) 802-4277 c. City of San Carlos Fire Department, (650) 780-7400

3. The Contractor shall submit a schedule of traffic detours for street closure to the Engineer for review and approval. Noncompliance will result in suspension of work as outlined under Section 8.13, “Suspension of Work,” of the General Provisions.

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4. If construction will obstruct a bus stop, the Contractor shall notify the SamTrans Operations Control Center 72 hours in advance at (650) 508-6200.

5. Access for local residents and businesses and all private property shall be maintained at all times. Signs shall be placed in front of commercial and industrial driveways to allow continual access. At the end of each working day these streets shall be reopened to through traffic with proper barricades, warning devices and temporary striping. If these streets are closed, the Contractor shall proceed expeditiously and with consideration for public convenience from the start of work to its completion.

15. EXISTING UTILITIES
The Contractor shall notify (Underground Service Alert (U.S.A) at 811) for field location of all utilities 48 hours prior to any excavation. In addition, the Contractor shall contact the Railroad Call Before You Dig (CBUD) at 1-800-336-9193 for field location of utilities when work is within the railroad tracks a minimum of 48 hours prior to any work.

The Contractor shall be responsible for verifying the presence of utilities within the limits of work, as well as any changes in the limits that are made to accommodate the project, protecting all utilities including but not limited to traffic signal conductors, signal interconnect communication, and fiber optic cables that may be affected by construction activities (e.g., clearing and grubbing, excavation, trenching, etc.), and notifying the Engineer in writing of any conflicts prior to beginning any excavation.

The Contractor shall pothole to verify the location and/or elevation of existing utilities as marked by Underground Service Alert (U.S.A.) within the limits of work. The Contractor shall work with utility companies and inspectors to protect existing utility lines. The Contractor shall notify the Engineer three (3) working days in advance of the potholing operation. Once the utilities are exposed, the excavation shall not be backfilled until the Engineer has inspected and taken measurements of the utilities.

Unless otherwise indicated on the plans, a pothole shall have a maximum length of six (6) feet, maximum depth as indicated on the plans or as directed by the Engineer, and the width dimension shall be as required by the Contractor with authorization of the Engineer.

The Contractor will protect and assume liability for all existing or newly installed structures and lines from damage by his forces during the construction period from the date of Notice to Proceed and the date of Final Acceptance.

All repairs of apparent or discovered utility facilities will be accomplished by the respective utility owners. The Contractor must coordinate with the utility companies to rewrap and/or repair their utility. All exposed existing telephone, gas, water, electrical and other public utility facilities will receive an envelope of 12” of sand.

All painted markings including USA and CBUD markings, marks placed by the Contractor, and marks placed by the City’s survey crew on street pavement, curbs, gutters and sidewalks shall be completely removed by the Contractor prior to completion

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of the project. All cost incurred to complete this work shall be deemed included in other items of work and no additional payment will be made thereof.

16. CONSTRUCTION SCHEDULE
The Contractor shall submit to the Engineer, for review, a construction schedule in Critical Path Method (CPM) format with accompanying bar chart setting forth the sequence in which construction will proceed. In addition, the Contractor shall submit an updated CPM schedule for review along with the monthly request for partial payment.

The City may, at its sole discretion, withhold partial payment until an updated CPM schedule is submitted. The construction schedule must be created immediately upon award. The schedule must ensure that all improvements are completed prior to the start of the new school year.

Bidders are notified that the project has a strict construction window. All work with the potential to impact traffic must be completed between June 13, 2022 and August 5, 2022.

Working hours are Monday through Friday, 9AM-4PM. These times will be strictly enforced.

17. DAILY WORK REPORTS
The Contractor shall provide the City Inspector with daily work reports at the beginning of each working day for a report of the previous working day. The form shall conform to that which is provided in Appendix E.

18. SUBMITTALS
The
Contractor shall provide one electronic copy in PDF format of the construction submittals. Each submittal
shall be numbered. Re-submittals shall include the original submittal number followed by a letter indicating the revision (i.e. “A” for the first revision, “B” for the second revision). Submittals shall be provided as required by the Contract Documents. The
Contractor shall be responsible for conforming to the requirements of the specifications. The Contractor shall provide, at a minimum, the following submittals to the City within twenty (20) calendar days after the issuance of the Award of Contract Notification Letter and prior to beginning work.

Each submittal item shall include a signed cover sheet, of which a template will be
provided by the City. The cover sheet shall be filled out completely and legibly.

GP – General Provisions
SP – Special Provisions
TP – Technical Provisions

ITEM DESCRIPTION SPECIFICATION SECTION

1. Construction Schedule GP 8.05 and SP 16

2. Traffic Control Plan GP 9.20, SP 14, and TP 6

3. Notification Letter SP 8

4. Water Pollution Control Plan GP 9.12

5. Designation of Site Safety and Health Officer(s) SP 13

6. Health and Safety Plan SP 13

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7. Emergency Contact List N/A

8. Daily Work Report SP 17

9. Staging Area (if applicable) GP 9.09

10. Certified Payroll GP 9.05

11. Demolition Plan SP 12 and TP 2

12. Disposal Location TP 2

13. City Business License (Prime and all subcontractors) GP 9.06 Material Submittal List. – The names of the manufacturers/producers of the materials proposed by the Contractor for use under this contract shall be submitted to the Engineer, for review prior to beginning of work. The manufacturer's/ producer’s, materials, test results, specifications and/or certificates of compliance shall be submitted for all applicable products on the list, and shall be dated no earlier than six months from the award date.

ITEM DESCRIPTION SPECIFICATION SECTION
Roadway Items

14. Class 2 Aggregate Base TP 4, City Std. Detail No.18

15. HMA Base, Type A, 1/2-inch Maximum Gradation TP 4

16. Prime Coat and Tack Coat TP 4

17. Concrete Materials TP 5, City Std. Detail No. 6, 7

18. Fence Materials TP 2
Additional Submittals. – The lists provided are intended to be comprehensive but no claim for their completeness is implied, and submittal of each and every item on the lists shall not relieve the Contractor of supplying all information needed, or of complying with any of the other requirements of the specifications. Revised lists may be issued and items may be added to the list supplied.

19. MITIGATION MONITORING AND REPORTING PROGRAM
The Contractor’s attention is directed to Appendix C of the Bid package. The City is required to comply with all elements of the Mitigation Monitoring and Reporting Program (MMRP). Further notes about each components of the MMRP are shown below:

BIO-1: The City will hire a qualified biologist for this work. The Contractor shall comply with any recommendations by the biologist.

BIO-2: it is the contractor’s responsibility to comply with Mitigation Measure BIO-2.

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TECHNICAL PROVISIONS

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-2 Project No. C1722
SECTION 1 - BID ITEM DESCRIPTIONS
The bid items listed in the Bid Proposal are not intended to be exclusive descriptions of all the work necessary to complete the project scope, and as such, the Contractor shall determine, segregate and include in his pricing for each bid item the cost for furnishing and/or installing all labor, materials, tools, equipment and other incidentals necessary to complete all of the contract work, complete in place as described by the Contract Documents.

Bid Item 1 – Mobilization (Lump Sum)
Measurement and payment for this item shall be as a lump sum. The contract price for this bid item shall include full compensation for obtaining all bonds, all Contractor-acquired permits, bonds, licenses, agreements, certifications, and public and agency notifications; submittal and approval of initial and progress schedules and submittals; preparation and implementation of water pollution control plan; moving onto the site of all equipment, materials and staff including obtaining and setting up of Contractor’s staging area/yard; furnishing and erecting all needed construction facilities, fencing, and project signage; project security; demobilization; preconstruction photographs; progress schedules and reports; contract meetings; and record drawings. This line item shall not exceed five- percent (5%) of the contract’s value.

Bid Item 2 – Traffic Control and Construction Area Signs (Lump Sum) Measurement and payment for this item shall be as a lump sum. The contract price for this bid item includes full compensation for preparing typical and/or detailed traffic control plans in accordance with the latest version of the California MUTCD and the project detour plans and approved by the City of San Carlos. In addition, the contract price for this bid item shall include placing, adjusting and removing temporary traffic control measures, such as, but not limited to, flags, CMS boards, cones, barricades, crash barriers, signs, and flaggers (personnel dedicated to controlling and managing traffic); traffic control signs both as required by the Contract Drawings and as part of the approved traffic control plan; and all incidentals necessary for worker, pedestrian and traffic protection, including furnishing all equipment, materials and personnel associated therewith, and in accordance with the Contract Documents. Traffic control shall be provided for all project work areas and shall be provided for the duration of the project.

Bid Items 3 and 4 – Eucalyptus Tree and Stump Removal (Per Each) Measurement and payment for these items shall be per each tree. Bid Item 3 includes trees with a diameter at breast height of less than or equal to 18 inches as defined in Appendix A. Bid item 4 includes trees with a diameter at breast height of greater than 18 inches as defined in Appendix A. Where multiple shoots come from one general stump area, the size and number of trees shall be as defined and numbered in Appendix A. The contract price for this bid item includes full compensation for removing the eucalyptus tree, removing the stump, grinding the stump and buttress roots to a minimum of 18” below grade, site restoration per executed right of entry agreement, and disposal of materials to a Class II/III facility. The contract price for this bid item also

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-3 Project No. C1722
includes full compensation for furnishing all labor, equipment, tools, and materials for doing all the work necessary to remove the eucalyptus tree, including but not limited to:
site clearing; sawcutting; excavation; dewatering; protection of existing utilities; facilities and structures potholing; backfill and compaction; site surface restoration including reconstruction of concrete curb, gutter, sidewalk, or driveway to the nearest score joint, replacing asphalt; testing and services related to collection, removal, and disposal of materials to a Class II/III facility; and cleanup.

Bid Items 5 and 6 – Eucalyptus Tree Removal and Stump to Remain (Per Each) Measurement and payment for these items shall be per each tree. Bid Item 5 includes trees with a diameter at breast height of less than or equal to 18 inches as defined in Appendix A. Bid item 6 includes trees with a diameter at breast height of greater than 18 inches as defined in Appendix A. Where multiple shoots come from one general stump area, the size and number of trees shall be as defined and numbered in Appendix A. The contract price for this bid item includes full compensation for removing the eucalyptus tree with the stump to remain in place, site restoration per executed right of entry agreement, and disposal of materials to a Class II/III facility. The contract price for this bid item also includes full compensation for furnishing all labor, equipment, tools, and materials for doing all the work necessary to remove the eucalyptus tree, including but not limited to: site clearing; sawcutting; excavation; dewatering; protection of existing utilities; facilities and structures potholing; backfill and compaction; site surface restoration including reconstruction of concrete curb, gutter, sidewalk, or driveway to the nearest score joint, replacing asphalt; testing and services related to collection, removal, and disposal of materials to a Class II/III facility; and cleanup.

Bid Items 7 and 8 – Non-Eucalyptus Tree and Stump Removal (Per Each) Measurement and payment for these items shall be per each tree. Bid Item 7 includes trees with a diameter at breast height of less than or equal to 18 inches as defined in Appendix A. Bid item 8 includes trees with a diameter at breast height of greater than 18 inches as defined in Appendix A. Where multiple shoots come from one general stump area, the size and number of trees shall be as defined and numbered in Appendix A. The contract price for this bid item includes full compensation for removing the non- eucalyptus tree, removing the stump, grinding the stump and buttress roots to a minimum of 18” below grade, site restoration per executed right of entry agreement, and disposal of materials to a Class II/III facility. The contract price for this bid item also includes full compensation for furnishing all labor, equipment, tools, and materials for doing all the work necessary to remove the non-eucalyptus tree, including but not limited to: site clearing; sawcutting; excavation; dewatering; protection of existing utilities; facilities and structures potholing; backfill and compaction; site surface restoration including reconstruction of concrete curb, gutter, sidewalk, or driveway to the nearest score joint, replacing asphalt; testing and services related to collection, removal, and disposal of materials to a Class II/III facility; and cleanup.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-4 Project No. C1722

Bid Items 9 – Non-Eucalyptus Tree Removal and Stump to Remain (Per Each)

Measurement and payment for these items shall be per each tree. B id Item 9 includes trees with a diameter at breast height of less than or equal to 18 inches as defined in Appendix A. Where multiple shoots come from one general stump area, the size and number of trees shall be as defined and numbered in Appendix A. The contract price for this bid item includes full compensation for removing the non-eucalyptus tree with the stump to remain in place, site restoration per executed right of entry agreement, and disposal of materials to a Class II/III facility. The contract price for this bid item also includes full compensation for furnishing all labor, equipment, tools, and materials for doing all the work necessary to remove the non-eucalyptus tree, including but not limited to: site clearing; sawcutting; excavation; dewatering; protection of existing utilities; facilities and structures potholing; backfill and compaction; site surface restoration including reconstruction of concrete curb, gutter, sidewalk, or driveway to the nearest score joint, replacing asphalt; testing and services related to collection, removal, and disposal of materials to a Class II/III facility; and cleanup.

Bid Item 10 – Remove and Replace Fence in Kind (Linear Feet)

Measurement and payment for this item shall be as Linear Feet. The contract price for t
his bid item includes full compensation for furnishing all labor, equipment, tools, and materials for doing all the work necessary for removal of fencing as needed to perform the work and restoring fencing in kind, including but not limited to: demolition of existing fencing, excavation, new foundations if required, and furnishing and installing a replacement fence.

Bid Item 11 – Potholes for Existing Utilities (Per Each)

Measurement and payment for this item shall be on per each. This bid item shall be paid per each utility identified as requiring field verification via preconstruction potholing.

Contractor, under the approval of the Engineer, shall pothole utilities in conflict with existing eucalyptus and non-eucalyptus tree, if deemed necessary. If potholing is not required, bid item will be revoked from contract. The contract price for this bid item includes full compensation for furnishing all equipment, materials and personnel associated with the following and in accordance with the Contract Documents.

This item includes excavation of potholes to locate utilities in critical areas as close as possible as to where excavation is to be done prior to the tree removal improvements.

The work includes all excavation, dewatering, backfilling and compaction required to locate existing utilities and repair the road surface in a satisfactory condition. The work includes hand excavation around existing utilities to prevent damage.

Location and protection of utilities not designated for preconstruction potholing is the responsibility of the Contractor and no separate payment for such work will be made under the Contract.

END OF SECTION

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-5 Project No. C1722
SECTION 2 - DEMOLITION
PART 1 - GENERAL
A. SUMMARY

1. Demolition and removal of eucalyptus trees, non-eucalyptus trees, and stumps.

2. All trees and stumps to be removed shall be those shown on the project plans.

3. Stumps to remain after tree removal shall be those shown on the project plans.

4. Recycling requirements: The work of this contract shall provide, to the maximum extent possible, the diversion of waste from landfill disposal.

B. SUBMITTALS

1. This section includes requirements for submittal of:
a. Demolition Plan with proposed dust and noise control measures. b. Schedule of demolition activities.
c. Contractor’s Waste Management and Recycling Plan
d. Contractor’s Reuse, Recycling and Disposal report.
e. Fence materials.

C MATERIALS OWNERSHIP

1. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated as to remain the property of the City, demolished materials shall become the Contractor's property and shall be removed, recycled, or disposed from the project site in an appropriate and legal manner.

D. QUALITY ASSURANCE

1. Demolition Firm Qualifications: Demolition contractor shall be an experienced firm that has successfully completed demolition work similar to that indicated for this project. Work shall be performed under the direction of an ISA certified arborist.

2. Regulatory Requirements: Comply with governing EPA notification regulations before starting demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Obtain and pay for all permits required.

3. Pre-Demolition Conference: Conduct conference with impacted stakeholders at the project site.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-6 Project No. C1722
PART 2 - PRODUCTS
A. Any fencing damaged or removed by the contractor to perform the work shall be replaced in kind. Wood fence materials shall match existing. Concrete for foundations shall be as described in TP-19. If applicable, chain link fence shall comply with Section 80-3 of the State Standard Specifications.

PART 3 - EXECUTION
A. EXAMINATION

1. Survey existing conditions and correlate with requirements indicated to determine extent of demolition and recycling required.

2. Perform surveys as the work progresses to detect hazards resulting from demolition activities.

3. Contractor shall post notice to all adjacent properties with a three week and 72 hour advanced notice prior to start of work.

4. Contractor shall be experienced in the removal of trees in accordance with standards set forth by the arboriculture industry as specified in ANSI Z133.1 especially sections 6.7 Cranes and Related Hoists, 9.4 Lowering Limbs and 9.5 Tree Removal.

5. Contractor shall establish a method of verbal or visual communication which shall be reviewed during the job briefing, prior to the start of pruning or removal operations. The verbal or visual communication system shall use an established command and response system or pre-arranged, two-way hand signals. The communication method shall be clearly understood and used during all rigging operations. The command “stand clear” from aloft and the response “all clear” from the ground are some terms that may be used for verbal communication.

6. A drop zone shall be established prior to the start of pruning or removal operations.

Employees not directly involved in the pruning or removal operation shall stay out of the pre-established drop zone until it has been communicated by an ISA certified arborist or ISA certified tree worker climber specialist directly involved in the operation that it is safe to enter the drop zone. Employees shall be positioned and their duties organized so that the actions of one employee will not create a hazard for any other worker.

7. When it is necessary to remove branches or sections of a tree that will be removed, an ISA certified arborist or ISA certified tree worker climber specialist who is trained and experienced in rigging operations shall determine whether the tree can withstand the strain of the lowering procedures. If the determination is that the tree cannot do so, other means of removing the tree shall be considered.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-7 Project No. C1722

8. When a rigging system is necessary, an ISA certified arborist or ISA certified tree worker climber specialist shall determine the appropriate rigging system for the removal project based on factors that include, but are not limited to, the species, size, weight, and length of tree sections or limbs being removed.

9. Wedges, block and tackle, rope, and other lowering devices shall be used when there is a danger that a tree or trees being removed may fall in the wrong direction or damage property. All limbs and sections shall be removed to a height and width sufficient to allow the tree to fall clear of any wires or other objects in the vicinity, included but not limited to irrigation controllers, valve boxes, heads, plants and other utilities or equipment within the work area and shall be identified in relation to the work being performed.

10. Adjacent sidewalks, lawns, streets, and gutters will be cleaned.

11. All labor, supervision, equipment, materials, and supplies necessary for the execution of this work must be provided by the contractor at no additional cost to the City.

B. PREPARATION

1. As part of the project scope, the Contractor shall prepare all drawings, documents, and applications required and shall obtain all government agency approvals and permits necessary for demolition activities.

2. Conduct demolition operations and remove Construction and Demolition (C&D) materials to ensure minimum interference with roads, streets, walks, and other adjacent occupied and utilized facilities.
a. Do not close or obstruct streets, walks, or other adjacent occupied or utilized facilities without permission from authorities having jurisdiction. Provide traffic control plan showing routes around closed or obstructed traffic ways. b. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around demolition area.
c. Protect existing site improvements, appurtenances, and landscaping that are designated to remain in place.
d. Conduct operations in a manner that does not block or restrict access to the adjacent fire station’s driveway.

C. EXPLOSIVES

1. Use of explosives will not be permitted.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-8 Project No. C1722
D. ENVIRONMENTAL CONTROLS

1. Comply with federal, state and local regulations pertaining to water, air, solid waste, recycling, chemical waste, sanitary waste, sediment and noise pollution, as well as the MMRP (included as Appendix C of these specifications).

2. Confine demolition activities to areas defined by public roads, easements, and work area limits indicated on the drawings.

3. Water Resources: Comply with applicable regulations concerning the direct or indirect discharge of pollutants to underground and natural surface waters.

4. Dust Control, Air Pollution, and Odor Control: Prevent creation of dust, air pollution and odors.
a. Use temporary enclosures and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. b. Store volatile liquids, including fuels and solvents, in closed containers. c. Properly maintain equipment to reduce gaseous pollutant emissions.

5. Noise Control: Perform demolition operations to minimize noise. a. Repetitive, high level impact noise will be permitted only between the hours of 8:00 a.m. and 4:30 p.m. Repetitive impact noise on the property shall not exceed the following dB limitations:

Sound Level in dB Time Duration of Impact Noise
70 More than 12 minutes in any hour
80 More than 3 minutes in any hour
b. Provide equipment, sound-deadening devices, and take noise abatement measures that are necessary to comply with the requirements above.

E. DISPOSAL PRACTICES AND WASTE HAULING

1. Contractor to identify and propose for City approval re-use, salvage, and/or recycling facilities that will process demolition materials in accordance with the Contractor’s Waste Management and Recycling Plan.

2. Identify materials that are feasible for salvage, determine requirements for site storage, and transportation of materials to a salvage facility.

3. Legally transport and dispose of materials that cannot be delivered to a source- separated or mixed recycling facility to a transfer station or disposal facility that can legally accept the materials for the purpose of disposal.

4. Do not burn, bury or otherwise dispose of rubbish and waste materials on project site.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-9 Project No. C1722

5. Remove and transport C&D materials in a manner that will minimize spillage on adjacent surfaces, streets, and areas and prevent dust from being emitted into the atmosphere.

6. At the end of each work day, clean adjacent streets of dust, dirt, and C&D materials caused by demolition operations.

F DEMOLITION

1. Eucalyptus trees, non-eucalyptus trees, and stump removal: Demolish eucalyptus tree, non-eucalyptus trees, and stump completely and remove from the site. Use methods required to complete the work within limitations of governing regulations and as follows:
a. Demolish tree, stump, concrete and masonry in sizes that will be suitable for acceptance at recycling or disposal facilities.
b. Completely remove stump, as shown on project plans, and buttress roots below-grade to a minimum depth of 18” below grade.
c. Remove tree limbs and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.
d. Break up and remove concrete slabs on grade in small sizes, suitable for acceptance at recycling or disposal facilities, unless otherwise shown to remain.
e. Below-Grade Areas: Completely fill below-grade areas and voids resulting from tree and stump demolition operations to finished ground grade with satisfactory soil materials.

2. Damages: Promptly repair any damages to adjacent facilities caused by demolition operations.

G. HANDLING OF DEMOLISHED MATERIALS

1. General: Promptly re-use, salvage, recycle, or dispose of demolished materials.

Do not allow demolished materials to accumulate or be stored on-site

2. Burning: Do not burn demolished materials.

3. Disposal: Transport demolished materials off City property and legally reuse, salvage, recycle, or dispose of materials.

END OF SECTION

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-10 Project No. C1722
SECTION 3 - GRADING
PART 1 - GENERAL

1. WORK INCLUDED
A. Grading and earthwork
B. Dust alleviation and control.

C. Import fill as necessary to fill voids

2. QUALITY ASSURANCE
A. Percentage of compaction shall be 90% minimum, based upon the ratio of the dry density of the compacted material to the maximum dry density of the material as determined by the procedure set forth in ASTM Designation D1557.

B. Fill required shall consist of suitable excavated material if available, and/or such approved imported borrow material as may be required for the work conforming to these requirements.

C. Provide dust alleviation and control measures satisfactory to the Engineer continuously during the course of the work.

D. Surplus excavation material remaining upon completion of the grading and roadway subgrade preparation shall be segregated as to type, and must be transported and disposed off-site in a lawful manner.

PART 2 - PRODUCTS

1. IMPORTED SOIL MATERIALS
A. Site Fill

1. All material shall be free of organic materials, trash and debris, expansive clays or any other deleterious materials, and shall be subject to the approval and acceptance of the Engineer.

2. Minimum "R" value shall be 25. As determined by the procedure set forth in Test Method No. California 301 of the State of California, Department of Transportation.

3. Gradation shall conform to the following requirements:
a. Maximum particle size 4 inches
b. Percent passing 1-1/2" screen 50-100
c. Percent passing No. 4 screen 20-100

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-11 Project No. C1722
d. Percent passing No. 200 screen 10-30

4. Plasticity Index for acceptable import material shall be less than fifteen (15) when determined by the procedure set forth in ASTM Designation D424.

5. Sand Equivalent for acceptable import material shall be not less than twenty-five (25) when determined by the procedure set forth in ASTM Designation D2419.

B. Mulch: Mulch shall be 2” grind arbor mulch.

PART 3 - EXECUTION

1. PLACING AND COMPACTING FILL MATERIAL AT STUMP REMOVAL A. Prior to placing fill, all areas shall be stripped of all vegetation and other objectionable materials to the satisfaction of the Engineer.

B. Spread fill material in uniform lifts not exceeding 8" in uncompacted thickness. Before compaction begins, bring fill to a uniform water content. Compact material to 90% minimum.

C. Place 3” of mulch as the final layer.

2. GENERAL GRADING & EARTHWORK
A. Grading shall consist of placing materials to the lines and grades called for on the plans and detail drawings.

B. Finished grades shall be subject to the approval of the Engineer.

3. DUST ALLEVIATION AND CONTROL
A. The Contractor shall be responsible for and shall provide pollution and dust abatement and control measures continuously during the course of the work.

4. DISPOSAL OF EXCESS MATERIAL
A. Surplus materials and construction debris remaining upon completion of the work shall become the property of the Contractor unless otherwise specified herein or noted on the plans, and shall be removed from the work site by the Contractor and disposed of off-site in a lawful manner.

END OF SECTION

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-12 Project No. C1722
SECTION 4 – ASPHALTIC CONCRETE PAVING
PART 1 - GENERAL

THE REQUIREMENT
A. The Contractor shall perform all work associated with asphaltic concrete (AC) pavement and base in accordance with the Contract Documents, including all labor, materials, equipment, supplies, and facilities associated with providing a finished product satisfying all the requirements of the Contract Documents and the various encroachment permit requirements of agencies having right-of-way jurisdiction, whichever are more stringent.

B. Contractor shall replace all asphalt concrete pavement damaged or demolished while performing the Work under this contract to pre-existing conditions.

C. All pavement areas that are not required to be repaved shall be protected by the Contractor. Such areas shall not be damaged in anyway and shall be fully restored to the pre-construction condition at the Contractor's expense. Pictures of the existing roadways shall be taken prior to work to document the pre-construction condition.

REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
D. Codes: All WORK shall comply with all codes, as referenced herein.

E. City standards and specifications shall be met at all times unless otherwise noted.

F. Commercial Standards:

AASHTO M 82 Cut-Back Asphalt (Medium Curing Type).

AASHTO M 140 Emulsified Asphalt.

AASHTO M 208 Cationic Emulsified Asphalt.

AASHTO M 226 Viscosity Graded Asphalt Cement.

AASHTO T 209 Maximum Specified Gravity of Paving Mixtures.

ASTM D 242 Specification for Mineral Filler for Bituminous Paving Mixtures.

ASTM D 692 Specification for Coarse Aggregate for Bituminous Paving Mixtures.

ASTM D 977 Specification for Emulsified Asphalt.

ASTM D 1073 Specification for Fine Aggregate for Bituminous Paving Mixtures.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-13 Project No. C1722
ASTM D 1188 Test Method for Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Paraffin-Coated
Specimens.

ASTM D 1557 Test Methods for Moisture-Density Relations of Soils and Soil - Aggregate Mixtures Using 10-lb (4.54-kg) Rammer and 18-in (457-mm) Drop.

ASTM D 2397 Specification for Cationic Emulsified Asphalt.

ASTM D 3381 Specification for Viscosity-Graded Asphalt Cement for Use in Pavement Construction.

ASTM D 3515 Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures.

G. State Standard Specifications (2015):

Section 26 Aggregate Bases
Section 37 Bituminous Seals
Section 39 Asphalt Concrete
Section 92 Asphalts
Section 93 Liquid Asphalt for Prime Coat
Section 94 Asphaltic Emulsions

CONTRACTOR SUBMITTALS
H. Certificate of Compliance of Proposed Materials : Certificate of Compliance with the specifications shall be provided prior to start of the WORK. The Certificate of Compliance shall identify the name of the material, aggregate source, name of the supplier, contract number, and the segment of the WORK where the material represented by the sample is to be used. Results of all tests shall be submitted to the ENGINEER for approval. Materials to be tested shall include aggregate base, coarse and fine aggregate for paving mixtures, mineral filler, liquid asphalt, asphaltic binder, and asphalt concrete mixture properties in accordance with State Standard Specifications and theoretical maximum asphalt concrete density in accordance with AASHTO T 209.

I. Load Slips. The CONTRACTOR shall submit batch data and load slips to the Engineer as asphalt is delivered to the project site to allow verification of location and use.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-14 Project No. C1722
PART 2 - PRODUCTS

AGGREGATE BASE
Materials for aggregate base shall be Class 2 Aggregate Base material in conformance with the provisions of Section 26, Aggregate Bases, of the State Standard Specifications.

PRIME COAT
Material shall be Grade SC-70 liquid asphalt complying with the requirements of State Standard Specification Section 93.

TACK COAT
Tack coat shall be SS-1H, furnished and applied in conformance with the provisions of Section 94, Asphaltic Emulsions, of the State Standard Specifications.

ASPHALT BINDER
Asphalt binder to be mixed with the mineral aggregate shall be steam-refined paving asphalt Type PG 64-10 conforming to Section 92 of the California State Standard Specifications.

AGGREGATE MIXTURE
Aggregate for asphalt concrete placed in City streets shall conform to 1/2-inch Type A HMA specified in Section 39 of the California State Standard Specifications.

Sieve Size Total Percent Passing by Weight
3/4 inch 100
1/2 inch 95-99
3/8 inch 75-95
No. 4 55-66
No. 8 38-49
No. 30 15-27
No. 200 2.0-8.0

ASPHALT-AGGREGATE MIXTURE
A. Mixture Test Criteria: The asphalt-aggregate mixture shall meet the following test criteria:

Stability (Hveem): 37 min.

Swell (Hveem Method): 0.030 inch max.

Air Voids: 4 percent max.

Voids in Mineral Aggregate: 14 percent min.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-15 Project No. C1722
B. Asphalt-Aggregate Mixture Tolerances : The following tolerances for the job-mix formula will be allowed per single test:

Passing Sieve Percent
1/2 inch ±6
3/8 inch ±6
No. 4 ±7
No. 8 ±5
No. 30 ±4
No. 200 ±2
Asphalt Content, Wt. percent by weight of total mixture ±0.45 Results of single extraction and sieve tests shall not be used as the sole basis for acceptance or rejection of the mixture. Any variation from the job-mix formula greater than the tolerances shown above shall be investigated and the conditions causing the variations corrected.

PART 3 - EXECUTION

GENERAL PAVING AND GRADING
A. Where pavement restoration is required due to excavation, the pavement section shall be restored to the as-built section. In no case shall the section be less than that indicated in the Contract Documents.

B. Longitudinal and transverse conforms between existing pavement and newly constructed pavement shall be made by cutting the existing pavement to a neat, smooth line at the conform line and constructing a vertical-face butt joint.

C. A drop off of more than 0.15-foot will not be allowed at any time between adjacent to traveled lanes of asphalt concrete surfacing, unless approved by the Engineer.

D. All residents or merchants in each area to be paved shall be notified by the CONTRACTOR at least 72 hours in advance of the paving work. Each notice shall indicate the approximate duration that the road will be closed.

SUBGRADE PREPARATION
The subgrade shall be prepared as specified in Section 3, Grading. The surface of the subgrade after compaction shall be hard, uniform, smooth, self-draining, and true to grade and cross-section. Subgrade for pavement shall not vary more than 0.02 foot from the specified grade and cross-section. Subgrade for base material shall not vary more than 0.04 foot from the specified grade and cross-section.

PREPARATION OF EXISTING AC PAVEMENT
The edge of existing AC pavement shall be sawcut to provide a smooth joint for new pavement. The CONTRACTOR may saw cut or mechanically grind the pavement before excavating to facilitate removal of pavement. After backfill and compaction, the

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-16 Project No. C1722
CONTRACTOR shall saw cut and remove a minimum of 12 inches AC beyond any irregular or damaged pavement on each side of the trench before installation of the trench pavement patch.

The CONTRACTOR shall clean all pavement surfaces by sweeping or other dry cleanup means to remove all loose particles of paving, all dirt, and all other extraneous material immediately before applying the prime coat.

AGGREGATE BASE
Aggregate base shall be provided where required and to the thickness indicated.

Imported aggregate bases shall be delivered to the job site as uniform mixtures, and each layer shall be spread in one operation. Segregation shall be avoided, and the base shall be free of pockets of coarse or fine material. Where the required thickness is 6 inches or less, the base materials may be spread and compacted in one layer.

Where the required thickness is more than 6 inches, the base material shall be spread and compacted in two or more layers of approximately equal thickness, and the maximum compacted thickness of any one layer shall not exceed 6 inches. The relative compaction of each layer of aggregate base shall be not less than 95 percent of maximum density when measured in accordance with ASTM D 1557. The compacted surface of the finished aggregate shall be hard, uniform, smooth, and at any point shall not vary more than 0.02 foot from the specified grade or cross-section.

In no case shall the aggregate base allow ponding or standing water.

TACK COAT
E. A tack coat shall be applied to existing paved surfaces where new asphalt concrete is to be placed on or against existing pavement. It shall also be applied to the contact surfaces of all cold pavement joints, curbs, gutters, manholes, and the like immediately before the adjoining asphalt pavement is placed. Care shall be taken to prevent the application of tack coat material to surfaces that will not be in contact with the new asphalt concrete pavement. Diluted emulsified asphalt shall be applied at the rate of

0.10 to 0.20 gallon/square yard. Undiluted emulsified asphalt shall be applied at the rate of 0.05 to 0.15 gallon/square yard.

F. No traffic shall be allowed on the tack coat with the exception of vehicles unloading asphalt concrete. All vehicles involved with the CONTRACTOR's operations shall turn around within the roadway right-of-way. Driveways and other private property shall not be used without prior written consent of the involved owner, a dated copy of which must be delivered to the Engineer prior to the use thereof.

ASPHALT CONCRETE
G. The CONTRACTOR shall install all concrete, steel, piping, backfill, and bedding before placing asphalt concrete.

H. Asphalt concrete shall not be placed on any surface that contains ponded water or excessive moisture in the opinion of the Engineer.

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-17 Project No. C1722
I. At the time of compaction, the temperature of mixture shall not be lower than 250 degrees Fahrenheit or higher than 320 degrees Fahrenheit, the lower limit to be approached in warm weather and the higher in cold weather.

J. Asphalt concrete shall not be placed when the atmospheric temperature is below 50 degrees Fahrenheit or during unsuitable weather, including rain or fog. Should unsuitable weather conditions develop during paving operations and force a shut down, loaded trucks in transit shall return to the plant and no additional compensation will be allowed.

K. Asphalt concrete shall be placed in lifts no thicker than 2½-inches and no thinner than 1½-inches.

L. The asphalt concrete shall be evenly spread upon the subgrade or base to such a depth that, after rolling, it will be of the specified cross-section and grade of the coarse being constructed. All spreading and compacting shall be in conformance with Section 39 of the California State Standard Specifications. Loaders (pick-up machines) shall not be used.

M. The depositing, distributing, and spreading of the asphalt concrete shall be accomplished in a single, continuous operation by means of a self-propelled mechanical spreading and
finishing machine designed specifically for that purpose.

The machine shall be equipped with a screed or strike-off assembly capable of being accurately regulated and adjusted to distribute a layer of the material to a definite predetermined thickness. When paving is of a size or in a location that use of a self- propelled machine is impractical, the Engineer may waive the self-propelled requirement.

N. Spreading, once commenced, shall continue without interruption.

O. The mix shall be compacted immediately after placing. Initial rolling with a steel- wheeled, tandem roller;
steel-three-wheeled roller; vibratory roller; or a pneumatic-tired roller shall follow the paver as
closely as possible. If needed, intermediate rolling with a pneumatic-tired roller shall be done immediately behind the initial rolling. Final rolling shall eliminate marks from previous rolling. In areas too small for the roller, a vibrating plate compactor or a hand tamper shall be used to achieve thorough compaction.

P. The relative density after compaction shall be 95 percent of the density obtained by using ASTM D1188 or D2726. A properly calibrated nuclear asphalt testing device shall be used for determining the field density of compacted asphalt concrete, or slabs or cores may be laboratory tested in accordance with ASTM D1188. A minimum of one compaction test per day shall be provided and an additional compaction test for each 500 square feet completed. If the test results for any lot of asphalt concrete indicate that the relative compaction is less than 95.0%, the asphalt concrete represented by that lot shall be removed and replaced at Contractor's expense. Asphalt concrete spreading operations shall not continue until the Contractor makes significant adjustments to his/her materials, procedures or both in order to meet the required compaction. The adjustments shall be as agreed to by the Engineer.

Q. Upon completion, the pavement shall be true to grade and cross-section. When a 10 foot straightedge is laid on the finished surface parallel to the center of the roadway,

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-18 Project No. C1722
the surface shall not vary from the edge of the straightedge more than 1/8 inch, except at intersections or changes of grade. In the transverse direction, the surface shall not vary from the edge of the straightedge more than 1/4 inch.

R. Upon completion, slope of street draining to the gutter shall match existing.

PROTECTION OF STRUCTURES
Provide whatever protective coverings may be necessary to protect the exposed portions of buildings, curbs, posts, guard fences, equipment pads, and any other structures from splashing oil and asphalt from the paving undesirable matter that may come upon these structures by reason of the paving operations.

CONTRACTOR'S RESPONSIBILITY
Settlement of replaced pavement over trenches within the warranty period shall be considered the result of improper or inadequate compaction of the subbase or base materials. The Contractor shall promptly repair all pavement deficiencies noted during the warranty period at the Conctractor's sole expense.

TEMPORARY PAVING
S. The same day the trench is backfilled, it will be graded to conform to the existing surface and temporary pavement consisting of a minimum of 2 inches of premixed asphaltic paving material will be placed over the trench. Temporary pavement shall be maintained in a safe and drivable condition until permanent paving is placed.

T. Temporary pavement shall be removed and permanent pavement shall be installed within the time period designated in Part 3.2 above unless otherwise specified by the CITY. The permanent pavement shall be maintained to the satisfaction of the ENGINEER for the full guarantee period.

END OF SECTION

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-19 Project No. C1722
SECTION 5 – CONCRETE IMPROVEMENTS
PART 1 - GENERAL

THE REQUIREMENT
The CONTRACTOR shall furnish all labor, materials, and equipment necessary to replace any curb, gutter, or other concrete improvements damaged by the work, and to install fence post foundations.

REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
Without limiting the generality of other requirements of the Contract Documents, all WORK specified herein shall conform to or exceed the requirements of the Building Code for San Mateo County and/or the City of San Carlos.

CONTRACTOR SUBMITTALS
A. Submit manufacturers’ literature for all machines specifically designed for such work (i.e., machines to construct asphaltic concrete curbs).

B. Submit materials properties and certificates of compliance for concrete materials.

REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Codes: All WORK shall comply with all codes, as referenced herein.

B. City standards and specifications shall be met at all times unless otherwise noted.

C. Concrete surface improvements shall conform to Section 73, “Concrete Curbs and Sidewalks”, of the State Standard Specifications.

PART 2 - PRODUCTS

MATERIALS
A. Concrete shall conform to the requirements of City Standard Detail 7, Concrete General Notes.

B. All concrete curb and gutter, sidewalk, driveway and driveway apron, and wheelchair ramp that interfere with the proposed construction shall be removed to an existing joint or joint sawed with a vertical face. Replacement of concrete curb and gutter, sidewalk, driveway and driveway apron, and wheelchair ramp shall match existing.

C. Portland cement concrete is designated by class based on 28-day compressive strengths (when tested in accordance with ASTM C 39) as specified herein:

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-20 Project No. C1722
Class A Concrete shall contain approximately 564 pounds of portland cement per cubic yard and have a 28-day compressive strength of not less than 3000 psi.

Class D Concrete shall contain not less than 658 pounds of portland cement per cubic yard and have a 28-day compressive strength of not less than 3500 psi.

Class Intended Use
A General Construction -structures, curbs, gutters, sidewalks, cast- in-place pipe, minor structures, fence post foundations.

D Concrete driveways, driveway conforms, driveway curb and gutters, emergency pavement, underwater placement, and seals.

If the class of concrete is not specified on the plans or in these specifications, or otherwise directed by the Engineer, it shall be Class A.

D. Asphaltic concrete is specified in Section 8, Asphaltic Concrete Paving.

PART 3 - EXECUTION

GENERAL
Curbs, gutters, sidewalks, curb ramps, valley gutters, and driveways shall be constructed by the conventional use of forms unless the ENGINEER has favorably reviewed the Contractor's submittal proposing the use of a curb and gutter machine. Curb and gutter machines shall be specifically designed for such work, and the resulting products shall be equal to or better than would typically be obtained using forms. If the results are not satisfactory, then use of machines shall be discontinued.

SURFACE PREPARATION
FORMS
Where any curb, gutter, sidewalk, curb ramp, valley gutter, or other concrete improvement has been removed, destroyed, or displaced, the same shall be replaced to the nearest score line or construction joint to the same dimensions and finish as the original construction that was removed. Features to be demolished shall be saw cut at the limiting construction joints and all curbs, gutters, sidewalks, curb ramps, valley gutters, or driveways shall be removed and disposed of by the Contractor.

The subgrade shall be constructed and compacted true to line and grade, as required.

All soft or unsuitable material shall be removed to a depth of not less than 6 inches below subgrade elevation and replaced with satisfactory material.

Forms conforming to the dimensions of the curb, gutter, sidewalk, curb ramp, valley gutter, or driveway shall be carefully set to line and grade and shall be securely staked

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in place. The forms and subgrade shall be watered immediately in advance of placing concrete. Forms shall be thoroughly cleaned each time they are used and shall be coated with light oil or another releasing agent of a type that will not discolor the concrete.

PLACEMENT
A. Concrete shall be thoroughly spaded away from the forms to eliminate rock pockets next to the forms. The concrete may be compacted by mechanical vibrators acceptable to the Engineer . Tamping or vibrating shall continue until the mortar flushes to the surface and the coarse aggregate is below the concrete surface.

B. Expansion joints shall be located to match the expansion joints in the removed curb, gutter, sidewalk, curb ramp, valley gutter, or driveway, unless otherwise indicated in the Contract Documents. Expansion joints shall be constructed vertical and at right angles to the centerline of the street. Joints shall be constructed at all radius points, driveways, alley entrances, and at adjoining structures.

C. Contraction joints shall be constructed not more than 10 feet apart. Joints shall be made by the use of steel dividers, scoring or saw cutting to a depth of not less than 1-1/2 inches and matching joints in adjacent sidewalks and/or driveways.

FINISH
Exposed surfaces of sidewalk, curb and gutter shall be teel troweled followed by a medium broom finish. The front-face form shall not be removed before the concrete has taken the initial set and has sufficient strength to carry its own weight. Gutter forms and rear forms shall not be removed until the concrete has hardened sufficiently to prevent damage to the edges. Any portion of the curb, gutter, sidewalk, or driveway that is damaged shall be repaired or replaced at no additional cost to the City.

TESTING AND TOLERANCES
All surfaces shall be tested by laying a 10 foot long straightedge along the surface. Any deviation from the lines and grades indicated in the Contract Documents of more than 1/4 inch in the 10 foot length shall be cause for rejection. Similarly, any section of the WORK that is deficient in depth shall be removed and replaced.

When required by the Engineer, gutters having a slope of 0.8 foot per 100 feet, or less, or gutters having unusual or special conditions that cast doubt on the capability of the gutter to drain, shall be water tested for proper drainage. Water testing shall consist of establishing flow in the length of gutter to be tested by supplying water from a hydrant, tank truck, or other source. One (1) hour after the water source is removed the gutter shall be visually inspected for evidence of ponding or improper shape. In the event water is found ponded in the gutter to a depth of 1/8 inch or greater, or on the adjacent asphalt pavement, all defects shall be corrected in a manner acceptable to the
Engineer, at no additional cost to the City.

END OF SECTION

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Technical Provisions San Carlos Ave Eucalyptus Tree Removal - Phase III TP-22 Project No. C1722
SECTION 6 – TRAFFIC CONTROL AND CONSTRUCTION AREA SIGNS PART 1 – GENERAL
At all times, provide safe and adequate passage for vehicular and pedestrian traffic through, around and adjacent to all construction operations by use of detours, bridging, backfilling, paving, traffic barriers or other favorably reviewed means.

Establish and maintain detours and conduct construction operations in such a manner as to minimize hazard, inconvenience and disruption to the public.

Equally direct traffic control to the regulation and protection of pedestrian traffic including pedestrians, bicyclists, joggers, skaters, skateboarders, etc.

Provide protection of pedestrians and separation of pedestrians from construction operations at all times.

Direct, divert and detour traffic through, around and adjacent to construction operations in accordance with the traffic control plans as specified herein or in accordance with favorably reviewed Traffic Control Plans. The Contractor may revise the Traffic Control Plan as necessary only with the Engineer’s approval.

Attention is directed to Section 9.20 “Traffic Control and Public Convenience” of the Standard Specifications and these special provisions. In connection with said sections, it is understood that all lights, signs barricades, flagmen or other necessary devices shall be furnished and maintained by the Contractor at his own expense.

The Contractor shall furnish written advance notices describing the work to be done and shall distribute these notices to all affected property owners and tenants three weeks and 72 hours prior to beginning the first phase of the construction operations.

Failure to distribute notices shall be sufficient cause for the Engineer to suspend the work until 72 hours after such notices are distributed.

PART 2- REFERENCES, CODES, AND STANDARDS
Standard Plans and Specifications, California Department of Transportation, 2010 edition, unless noted otherwise.

California Manual on Uniform Traffic Controls Devices (CA MUTCD), California Department of Transportation, latest edition, unless noted otherwise.

SUBMITTALS
A. Traffic Control and Construction Staging Plans:

1. As part of the first order of work, and at least three weeks prior to start of work, submit a traffic control plan and a construction staging plan for review by the Engineer which conforms to all requirements of these Specifications. Include circulation, portable changeable message signs, signs, pedestrian and bicycle

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access, striping, safety devices, lane closures, detours, parking prohibitions, etc.

2. The contractor shall confirm the applicability of the detour plans and include the detour plans, as part of the traffic control plan.

3. A traffic control plan and a construction staging plan, specific for each stage or portion of the work, shall be submitted for review by the Engineer at least three weeks prior to start of work covered by the traffic control plan.

4. No work affected by lane closures, detours and/or parking prohibitions shall begin until written permission is received from the Engineer.

5. Traffic control plans shall conform to the State of California "Manual of Traffic Controls for Construction and Maintenance Work Zones", the CA MUTCD (latest edition), and the project detour plans.

JOB CONDITIONS
A. The following general job conditions apply to the project:

1. Provide access to all residences and businesses whenever possible throughout the duration of the project. Notify property owners three weeks and 72 hours in advance of work that will interrupt use of driveways or other frontage improvements.

2. Street closures will not be permitted without written approval of the Engineer. If street closure is permitted by the Engineer, a detour must be provided by the Contractor and indicated in the Traffic Control Plan.

3. Orange traffic cones and barricades as appropriate shall be used to mark traffic lanes whenever vehicles are restricted from using the normal traffic lanes on a street.

4. Street parking may be restricted as necessary to facilitate construction activity.

Notify property owners of parking restrictions three weeks and 48 hours in advance.

5. Whenever the Contractor’s operations create a condition hazardous to traffic, or to the public, the Contractor shall take the necessary precautions and provide adequate means to protect those who must pass through or over the work. If the Contractor shall appear to be neglectful or negligent in providing such warning or protective measures, the Engineer may direct attention to the existence of a hazard, and require that necessary barricades, warning signs, lights or flagmen be installed by the Contractor. Any action by the Engineer as provided herein shall not relieve the Contractor from responsibility for public safety.

PART 3 - PRODUCTS

TRAFFIC CONTROL DEVICES
A. Traffic signs, flashing lights, lighted arrow boards, portable changeable message signs, barricades and other traffic safety devices used to control traffic shall conform to the requirements of Section 12, "Temporary Traffic Control," and Section 7, "Legal

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Relations and Responsibility to the Public," of the State Standard Specifications.

B. Flashers shall be provided on each barricade, Section 360, California Vehicle Code, defines highway to include streets.

PART 4 - EXECUTION

GENERAL
A. Traffic shall be permitted to pass through designated traffic lanes with as little inconvenience and delay as possible.

B. When traffic cones or delineators are used to define a temporary edge of traffic lane, the edges of the cones or delineators adjacent to traffic shall be considered to be the edge of the traffic lane and a minimum lane width of eleven (11) feet shall be maintained unless otherwise approved by the Engineer.

C. Message signs shall be in place and in operation a minimum of seven (21) calendar days prior to the commencement of the portion of work and remain in place a minimum of seven (7) calendar days after initiation of the portion of work.

D. Convenient access to driveways and buildings in the vicinity of work shall be maintained as much as possible. Temporary approaches to, and crossing of, intersecting traffic lanes shall be provided and kept in good condition.

E. When leaving a work area and entering a roadway carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic.

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

G. During paving and striping operations, the Contractor shall furnish and place sufficient barricades and detour signs at all cross streets to protect new pavement surfaces and markings and to safely direct traffic around the work area.

H. Whenever the Contractor's operations create a condition hazardous to traffic or to the public, the Contractor shall take the necessary precautions and provide additional traffic control measures to protect those who must pass through the work. If the Contractor shall appear to be neglectful or negligent in providing warning or protective measures, the Engineer may direct attention to the existence of a hazard, and require that additional barricades, flashers, warning and detour signs or lights be installed by the Contractor, or additional flaggers provided. Any action or lack of action by the Engineer as provided herein shall not relieve the Contractor from responsibility for public safety.

I. Personal vehicles of the Contractor’s employees shall not be parked on the traveled way or shoulders of roadways open to the public.

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J. The Contractor shall submit to the Engineer for approval a detailed plan for m
aintaining bicycle and pedestrian access through and past all work locations at all times. The designated pedestrian and/or bicycle paths shall be continuous and street crossings, where required and approved, shall be clearly marked and delineated.

LANE CLOSURES AND DETOURS

A. When ordered by the Engineer, the Contractor shall furnish flagmen for the purpose of expediting the safe passage of public traffic through the work under one-way controls.

At locations where traffic is being routed through construction under one-way controls and when ordered by the Engineer, the movement of the Contractor’s equipment from one portion of the work to another shall be governed in accordance with such one-way controls.

B. During paving operations, the Contractor shall furnish and place sufficient barricades at all cross streets to protect new surfaces from traffic until sufficiently cooled as well as placing "Detour" signs as necessary to clearly delineate detour routes for all impassable intersections. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners and the motoring public. Convenient access to any driveways, houses and buildings along the line of work shall be maintained at all times.

C. Upon completion of work on a lane, and during any time the Contractor’s operations are shut down by breakdown, or other causes, and during any period when work is not permitted in traffic lanes, the Contractor’s equipment shall be immediately and entirely withdrawn from the traveled way, and public traffic shall be allowed the use of a minimum of two traffic lanes.

D. Open excavations and trenches shall be adequately covered when no work is being performed.

E. Changes to these requirements shall only be allowed when approved in writing by the Engineer.

NO PARKING SIGNS

A. “No Parking” signs shall be posted a minimum of 48 hours in advance of the parking restriction. City will provide these signs at Contractor’s request.

B. The date and time of parking restrictions shall be clearly posted on “No Parking” signs. “No Parking” signs shall be provided by the City. Contractor shall monitor and keep current all sign placements and sign removals to coincide with actual construction operations.

REQUIRED SUBMITTALS: Submit at least three weeks prior to start of work a traffic control plan and a construction staging plan for review by the Engineer which conforms to all requirements of these Specifications. Include circulation, portable changeable message signs, signs, pedestrian and bicycle access, striping, safety devices, lane closures, parking prohibitions, etc.

END OF SECTION

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APPENDIX A

SUPPLEMENTAL ARBORIST REPORT BY CALLANDER AND ASSOCIATES

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SUPPLEMENTAL ARBORIST’S REPORT
For the San Carlos Avenue Eucalyptus Removal Project
San Carlos, CA
March 14, 2019

Prepared For:

Harris and Associates
Attn: Kyle Carbert
1401 Willow Pass Road, Suite 500
Concord, CA 94520

Prepared by:

Megan Richards
ISA Certified Arborist
WE-10882A

Callander Associates Landscape Architecture, Inc.
1633 Old Bayshore Highway, Suite 133
Burlingame, CA 94010
650-375-1313

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SAN CARLOS AVENUE EUCALYPTUS REMOVAL
March 14, 2019

19003_AboristREP.docx
© copyrighted 2019 Callander Associates
Landscape Architecture, Inc.

Table of Contents

1.0 INTRODUCTION ................................................................................................................................................... 1

2.0 TREE SUMMARY ................................................................................................................................................... 1

3.0 TREE CATEGORIES .............................................................................................................................................. 2

4.0 DISCUSSION ........................................................................................................................................................ 3

5.0 ASSUMPTIONS AND LIMITATIONS ................................................................................................................... 4

Appendices
APPENDIX A Inventory Analysis
APPENDIX B Tree Inventory Map
APPENDIX C Tree Inventory Spreadsheet

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1.0 INTRODUCTION
Callander Associates has been retained by Harris and Associates to inventory, evaluate and report on trees located along San Carlos Avenue between Prospect Street and Dartmouth Avenue in San Carlos. This inventory is a supplement to the tree assessment performed by Kielty Arborist Services, dated 4/19/17. This inventory documents additional Blue Gum Eucalyptus trees that remain along the corridor, and records their size and general condition for use by the project team to prioritize and coordinate logistics required for their removal. Specific tasks performed were as follows:

 Compare documentation from the Kielty Tree Assessment, Mitigated Negative Declaration (LSA, July 2017), Phase 1 Eucalyptus Removal Plans (City of San Carlos, 4/6/2018) and proposed Phase 2 tree removals per the scope of work prepared by Harris and Associates. Data from the four documents was synthesized in an inventory analysis, and discrepancies were flagged for confirmation in the field. See Appendix A  Preliminary site visit, 2/28/19: Identify tagged trees and record / confirm their approximate locations. Locate and identify trees without tags and record their diameter at breast height (DBH), taken at approximately 54 inches above grade.

Photograph trees and site conditions. See Appendix B.
 Preliminary inventory map: Using field observations and photographs, construct a new tree inventory map and tree inventory spreadsheet. See Appendices B and C respectively.
o Because multiple tree tags from earlier surveys are duplicated or inconsistent, assign a new numbering system that cross-references the Kielty assessment based on tree descriptions, approximate locations and recorded DBH.  Second site visit, 3/12/19: Using the new numbering system and inventory map, survey trees not previously recorded by Kielty.
o Determine the trees’ DBH
o Record observations regarding the trees’ health, structure, and potential targets in the event of total or partial failure
o Take additional photographs. See Appendix B.
 Update inventory map and spreadsheet with additional survey information, and prepare a written report that presents general observations and discussion of characteristics that should be considered when prioritizing removals.

2.0 TREE SUMMARY
The survey includes all Eucalyptus globulus observed along San Carlos Avenue from 1785 San Carlos Avenue to Charlton Street, and a cluster at Dartmouth Avenue. Trees growing on private property adjacent to Pulgas Creek were considered to be a part of this survey.

The Eucalyptus surveyed include very large, established specimens, as well as very small to moderately-sized volunteers that are assumed to be a mix of seedlings and root or water sprouts. Observations of structure and health were limited by tree heights, adjacent canopies, and challenging access.

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Also included are any trees that, if left in place after the removal and stump grinding of adjacent Eucalyptus, may decline and/or fail due to root disturbance and damage. Four of these trees are considered undesirable species (Acacia spp. and Ligustrum), with a rating by the California Invasive Pest Council (Cal-IPC) of Limited. The other two are native species, one of which is below the 11.5” DBH threshold for protected trees in the City of San Carlos. The other is a mature Valley Oak tree that is in significant decline due in part to the growth of a vigorous stand of ivy (Hedera helix) covering its trunk and scaffold. This tree has a pronounced lean over the creek and its health and stability will be compromised by removal of the adjacent Eucalyptus.

All trees that were numbered and identified are included in the Tree Inventory Spreadsheet (Appendix C) and are summarized in the table below:

NAME TREE NUMBER(S) COUNT

1. Eucalyptus globulus 1-53 53

2. Acacia melanoxylon 15a, 16a 2

3. Acacia longifolia 41a 1

4. Ligustrum lucidum 43a 1

5. Quercus lobata 36a 1

6. Umbellularia californica 42a 1
Total Trees 59

Specific Information regarding each tree is presented within the Tree Inventory Spreadsheet in Appendix C. The locations and photographs of trees are presented on the maps in Appendix B.

3.0 TREE CATEGORIES
Because all of the trees are intended for removal, this assessment categorizes the Eucalyptus according to qualities that can be used to inform priorities for removal. It is generally accepted that a tree whose full or partial failure would strike a “target” are highest priorities for scrutiny. Typically, the presence of a target must also be combined with structural defects and/or declining health to be considered a risk. Some of the defects noted in this survey and categorized as “poor structure” include: pronounced lean, heavy horizontal branches, codominant trunks with poor crotches, significant dieback with or without epicormic growth (sprouting) along the trunk and scaffold, presence of fungal fruiting bodies, and a history of topping or heading cuts.

Non-Eucalyptus species are described in the Tree Inventory Spreadsheet (Appendix C), but are not categorized according to these qualities.

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Target*: Trees have a pronounced lean and/or large scaffold branches that, if they were to fail, would fall towards San Carlos Avenue.

Poor
Structure:

Trees have structural defects and/or exhibit levels of decline that cannot be corrected. Visual inspection reveals conditions that suggest an increased potential for failure of trunks, codominant stems, or branches.

Future: Trees are relatively small and vigorous, but exhibit structural defects that suggest their degree of hazard will continue to increase with growth.

Fair
Structure:

Trees appear to be moderately vigorous to healthy, with branching structure typical of the species. Visual inspection revealed only minor structural defects or small amounts of twig and small branch dieback.

* If a tree is not included in this category, this is not a guarantee against property damage and/or injury as a result of failure(s). This category does not include the potential for any trees that, if they failed across the creek, could strike residential structures.

4.0 DISCUSSION
This report attempts to provide guidance regarding the relative likelihood of full or partial failures among the trees surveyed, but makes no warranty that trees deemed lower priority will not fail. Failures in this species are unpredictable and also common, occurring for small limbs, large branches, codominant stems, trunks and roots. The only way to eliminate risk from trees is removal. The discussion in this section presents additional considerations for developing a schedule of removal, and provides recommendations for treatment of stumps to reduce re-growth.

Prior Recommendations
The assessments and recommendations presented in the Kielty report remain valid and are the result a more thorough degree of investigation than was conducted for this inventory.

When developing priorities, trees identified in that report as having the highest hazard ratings should be considered first, with this inventory as a supplemental update to those findings.

Other Considerations
In addition to the categories presented above, there are various conditions that should be considered for reasons of efficiency, future maintenance, and safety. Many of the Eucalyptus have a history of topping and heading cuts, in an apparent effort to reduce the likelihood of failure. Ironically, these cuts increase the chances of damage from pests and disease and the re-growth tends to have a weaker point of attachment, both of

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which create an increased likelihood of failure. If these trees are not removed in the near- term, they will require continued assessment and maintenance.

When scheduling removals, it is recommended that trees be removed in “groves,” for reasons of efficiency and also because removal activities may cause damage to trees that remain. The stability of individual trees develops in relation to the presence of nearby canopies. A sudden change in condition can create additional hazard. Groves are indicated as groups on the Tree Inventory Map in Appendix B.

Removal
Upon removal, Eucalyptus stumps should be ground to the maximum depth feasible to discourage re-sprouting. Depth is typically limited by access and equipment type. Stumps in the creek that cannot be ground should be drilled and treated with glyphosate by an appropriately licensed individual, according to the product label. Stumps treated with glyphosate can also be covered with opaque black plastic or other durable material that will block light and discourage re-sprouting from the base.

Tree 13 should have new shoots removed, but the stump must be left intact due to the presence of a cable that connects to a large Live Oak tree on the opposite side of the creek. The homeowner should be notified that continued decay of the existing stump will eventually cause said cable to fail, with unknown impacts to the stability of the Oak.

5.0 ASSUMPTIONS AND LIMITATIONS
The scope of work assigned for this report pertains solely to trees listed in Appendix C.

All information presented in this report considers the condition and appearance of trees observed at the time of the site visit.

My observations and recommendations are based upon a visual inspection without extensive probing, excavating or testing.

Categories identified herein are not guarantees for the presence or absence of targets, or of the potential for structural failure.

No assurance can be offered that if all my recommendations and precautionary measures are accepted and followed, that the desired results may be achieved.

The information provided herein represents my opinion and may differ from other professionals, arborists or consultants.

This report has been prepared for the sole and exclusive use of the parties to whom it is submitted for the purpose of consulting services provided by Callander Associates.

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If any part of this report or copy is lost or altered, the entire evaluation shall be invalid.

Prepared by: Date:

Megan Richards
ISA Certified Arborist WE-10882A

3/14/2019
Callander Associates Landscape Architecture, Inc.

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INVENTORY ANALYSIS
San Carlos Ave. Eucalyptus Removal Project, phase 2-3
TreeRemovalBreakdown.xlsx
© copyrighted 2019 Callander Associates
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APPENDIX A
1 of 3
24 1
5 1
5 2
X = SHOWN AS REMOVED
1 = SCOPED FOR REMOVAL IN PHASES 2-3
Tree Survey Table Tree Survey Map
Mitigated
Negative Dec. Phase 1 plans Harris exhibit
April, 2017 April, 2017 July, 2017 April, 2018 Dec, 2018 1 X X X
2 X X
3 X X
4 X X
5 X X
6 X X
7 X X
8 1
9 X X
10 X X X
11 X X X
12 X 1
13 X 1
14 X X
15 X 1
16 X X
17 X X X X
18 X X
19 X X
20 X X
21 X X
22 X X X
23 1
24 1
25 X X
26 X 1
27 X X X
28 X X X
28A Not listed Shown X
29 X X
30 X X X X
31 X X X
Included in arborist report and never indicated for removal Shown on mitigated negative declaration, not surveyed or indicated for removal Indicated for removal and not previously shown as to be removed Indicated for removal, listed as removed (failed) in arborist report.

Indicated for removal, shown as removed on mitigated negative declaration Indicated for removal, shown for removal on phase 1 plans

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INVENTORY ANALYSIS
San Carlos Ave. Eucalyptus Removal Project, phase 2-3
TreeRemovalBreakdown.xlsx
© copyrighted 2019 Callander Associates
Landscape Architecture, Inc.

APPENDIX A
2 of 3
Tree Survey Table Tree Survey Map
Mitigated
Negative Dec. Phase 1 plans Harris exhibit
April, 2017 April, 2017 July, 2017 April, 2018 Dec, 2018 32 X X
33 X X
34 1
35 36 1
37 1
38 X X
39 X 1
40 1
40a Not listed Not listed Shown Not listed
41 1
42 1
43 X X X
44 X 1
45 1
46 1
47 1
48 1
49 X X X
50 X
51 X X
52 1
52A Not listed 1
52B Not listed 1
53 1
54 1
54A Not listed Not listed Shown Not listed
55 X 1
56 1
57 1
58 1
59 60 X
61 X
62 1
63 1
64 1
65 66
67 TOTAL SCOPED FOR REMOVAL: 31

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1906 CARMELITA
CORDILLERAS AVE.
1785 SAN CARLOS
This document shall not be used for
construction unless signed and sealed for
construction. Sheet No.

Original Size
Title
Project
Client
DesignerDrawn
Scale
Plot Date: Filename:30 September 2016 - 3:51 PM N:\US\San Jose\Projects\111\11125076 San Carlos Ave Surveying \06-CAD\Sheets\11125076 V001 THRU V009.dwg ANSI D
Date
Plotted By: Pat Scheetz
Project No.

Sheet of
Reuse of Documents
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2016 GHD
Drafting
Check0 1"
Bar is one inch on
original size sheet
Design
Check
IssueNo. Drawn Approved Date
Project
Manager
City of San Carlos
San Carlos Avenue Right-of-Way
11125076
9 SEPTEMBER 2016
2540 North First Street Suite 102
San Jose California 95131 USA
T 1 408 451 9615 F 1 408 451 9665 W www.ghd.com
GHD Inc. PFF

JAY WALTER

DIRECTOR OF PUBLIC WORKS
N
0 40'20'

TOPOGRAPHIC SURVEY
SCALE 1"=20'

TOPOGRAPHIC SURVEY
V-008 8

MD/PS LH
PS
1"=20'

SURVEYOR CONTROL NOTES

1. BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CITY OF SAN CARLOS

CONTROL NETWORK AND IS CALIFORNIA STATE PLANE COORDINATES, ZONE III, NAD 83(2011) BASED ON MEASUREMENTS TO BM-18 AND BM-44.

2. BENCHMARK:

NAME: CITY OF SAN CARLOS BM-44
ELEVATION: 64.22 (NAVD 88)
DESCRIPTION : "A BRASS DISK SET IN THE TOP OF THE NW CURB ON SAN CARLOS AVE 60'± NORTH OF CENTERLINE OF PROSPECT ST."

3. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO SHOW THE SAN

CARLOS AVENUE RIGHT-OF-WAY (FROM BEVERLY DRIVE TO PROSPECT STREET).

4. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE

SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE THE EXACT LOCATION INDICATED

ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT

TITLE REPORT AND IS SUBJECT TO ANY EASEMENTS OR RIGHT-OF-WAYS THAT MAY EXIST.

6. BUILDINGS, PROPERTY/RIGHT-OF-WAY LINES AND UNDERGROUND SEWER

AND STORM DRAIN PIPE LINES SHOWN ARE APPROXIMATE BASED ON THE CITY OF SAN CARLOS GIS BASE MAP.

7. CONVENTIONAL TOPOGRAPHIC SURVEY PERFORMED BY GHD IN JULY AND AUGUST 2016.

LEGEND

PAVEMENT STRIPING

PARCEL LINE

BUILDING

EDGE OF ASPHALT

FLOW LINE
FENCE

MAJOR CONTOUR

MINOR CONTOUR

OVERHEAD UTILITY WIRES

SANITARY SEWER LINE

STORM DRAIN LINE
WALL

TREE DRIP LINE

SURVEY CONTROL

SANITARY SEWER MANHOLE

CLEANOUT

STORM DRAIN MANHOLE

UTILITY MANHOLE

FIRE HYDRANT

WATER VALVE

GAS VALVE

IRRIGATION VALVE

TRAFFIC SIGNAL POLE

BOLLARD

LIGHT POLE

UTILITY POLE

DOWN GUY
SIGN

WATER METER

UTILITY BOX/VAULT

ELECTRICAL VAULT

STORM DRAIN CATCH BASIN
TREE
SEE SHEET V-007 FOR CONTINUATION
SEE SHEET V-009 FOR CONTINUATION

FOR TREE INFORMATION, REFER TO TREE INVENTORY SPREADSHEET BY CALLANDER ASSOCIATES, 3/14/19
TREE INCLUDED IN PREVIOUS SURVEY.

NEW TREE NOT PREVIOUSLY SURVEYED.

OTHER TREES IMPACTED BY REMOVAL OF EUCALYPTUS
HAZARD RATING 11 OR 12 PER KIELTY SURVEY

REMOVED IN PREVIOUS PHASE
#

GROUP BGROUP CGROUP D

GROUP A

Tree Inventory Map
San Carlos Avenue Eucalyptus Removal Project, phase 2-3

APPENDIX B
1 of 6
#
#
##A
4 5
5 6
6 6
10 7
77 13
17 17
12 12
8 8
9 9
1 1
2 2
11 10
14 14
15 15
16 16
3 3
4 11
15A
15A
16A
16A
13 6.e.2
Packet Pg. 201
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) This document shall not be used for
construction unless signed and sealed for
construction. Sheet No.

Original Size
Title
Project
Client
DesignerDrawn
Scale
Plot Date: Filename:30 September 2016 - 3:51 PM N:\US\San Jose\Projects\111\11125076 San Carlos Ave Surveying \06-CAD\Sheets\11125076 V001 THRU V009.dwg ANSI D
Date
Plotted By: Pat Scheetz
Project No.

Sheet of
Reuse of Documents
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2016 GHD
Drafting
Check0 1"
Bar is one inch on
original size sheet
Design
Check
IssueNo. Drawn Approved Date
Project
Manager
City of San Carlos
San Carlos Avenue Right-of-Way
11125076
9 SEPTEMBER 2016
2540 North First Street Suite 102
San Jose California 95131 USA
T 1 408 451 9615 F 1 408 451 9665 W www.ghd.com
GHD Inc. PFF

JAY WALTER

DIRECTOR OF PUBLIC WORKS
N
0 40'20'

TOPOGRAPHIC SURVEY
SCALE 1"=20'

TOPOGRAPHIC SURVEY
V-007 7

MD/PS LH
PS
1"=20'

SURVEYOR CONTROL NOTES

1. BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CITY OF SAN CARLOS

CONTROL NETWORK AND IS CALIFORNIA STATE PLANE COORDINATES, ZONE III, NAD 83(2011) BASED ON MEASUREMENTS TO BM-18 AND BM-44.

2. BENCHMARK:

NAME: CITY OF SAN CARLOS BM-44
ELEVATION: 64.22 (NAVD 88)
DESCRIPTION : "A BRASS DISK SET IN THE TOP OF THE NW CURB ON SAN CARLOS AVE 60'± NORTH OF CENTERLINE OF PROSPECT ST."

3. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO SHOW THE SAN

CARLOS AVENUE RIGHT-OF-WAY (FROM BEVERLY DRIVE TO PROSPECT STREET).

4. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE

SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE THE EXACT LOCATION INDICATED

ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT

TITLE REPORT AND IS SUBJECT TO ANY EASEMENTS OR RIGHT-OF-WAYS THAT MAY EXIST.

6. BUILDINGS, PROPERTY/RIGHT-OF-WAY LINES AND UNDERGROUND SEWER

AND STORM DRAIN PIPE LINES SHOWN ARE APPROXIMATE BASED ON THE CITY OF SAN CARLOS GIS BASE MAP.

7. CONVENTIONAL TOPOGRAPHIC SURVEY PERFORMED BY GHD IN JULY AND AUGUST 2016.

LEGEND

PAVEMENT STRIPING

PARCEL LINE

BUILDING

EDGE OF ASPHALT

FLOW LINE
FENCE

MAJOR CONTOUR

MINOR CONTOUR

OVERHEAD UTILITY WIRES

SANITARY SEWER LINE

STORM DRAIN LINE
WALL

TREE DRIP LINE

SURVEY CONTROL

SANITARY SEWER MANHOLE

CLEANOUT

STORM DRAIN MANHOLE

UTILITY MANHOLE

FIRE HYDRANT

WATER VALVE

GAS VALVE

IRRIGATION VALVE

TRAFFIC SIGNAL POLE

BOLLARD

LIGHT POLE

UTILITY POLE

DOWN GUY
SIGN

WATER METER

UTILITY BOX/VAULT

ELECTRICAL VAULT

STORM DRAIN CATCH BASIN
TREE
SEE SHEET V-006 FOR CONTINUATION
SEE SHEET V-008 FOR CONTINUATION
1966 CARMELITA
1950 CARMELITA
1942 CARMELITA
1930 CARMELITA
1918 CARMELITA

FOR TREE INFORMATION, REFER TO TREE INVENTORY SPREADSHEET BY CALLANDER ASSOCIATES, 3/14/19
TREE INCLUDED IN PREVIOUS SURVEY.

NEW TREE NOT PREVIOUSLY SURVEYED.

OTHER TREES IMPACTED BY REMOVAL OF EUCALYPTUS
HAZARD RATING 11 OR 12 PER KIELTY SURVEY

REMOVED IN PREVIOUS PHASE
#

GROUP EGROUP FGROUP G

Tree Inventory Map
San Carlos Avenue Eucalyptus Removal Project, phase 2-3

APPENDIX B
2 of 6
#
#
##A
18 18
19 19
20 20
27 28
29 29 28 27
22 23
23 21
21 24
24 25
25 26
26 21
49 49
49 22

6.e.2
Packet Pg. 202
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) This document shall not be used for
construction unless signed and sealed for
construction. Sheet No.

Original Size
Title
Project
Client
DesignerDrawn
Scale
Plot Date: Filename:30 September 2016 - 3:51 PM N:\US\San Jose\Projects\111\11125076 San Carlos Ave Surveying \06-CAD\Sheets\11125076 V001 THRU V009.dwg ANSI D
Date
Plotted By: Pat Scheetz
Project No.

Sheet of
Reuse of Documents
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2016 GHD
Drafting
Check0 1"
Bar is one inch on
original size sheet
Design
Check
IssueNo. Drawn Approved Date
Project
Manager
City of San Carlos
San Carlos Avenue Right-of-Way
11125076
9 SEPTEMBER 2016
2540 North First Street Suite 102
San Jose California 95131 USA
T 1 408 451 9615 F 1 408 451 9665 W www.ghd.com
GHD Inc. PFF

JAY WALTER

DIRECTOR OF PUBLIC WORKS
N
0 40'20'

TOPOGRAPHIC SURVEY
SCALE 1"=20'

TOPOGRAPHIC SURVEY
V-006 6

MD/PS LH
PS
1"=20'

SURVEYOR CONTROL NOTES

1. BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CITY OF SAN CARLOS

CONTROL NETWORK AND IS CALIFORNIA STATE PLANE COORDINATES, ZONE III, NAD 83(2011) BASED ON MEASUREMENTS TO BM-18 AND BM-44.

2. BENCHMARK:

NAME: CITY OF SAN CARLOS BM-44
ELEVATION: 64.22 (NAVD 88)
DESCRIPTION : "A BRASS DISK SET IN THE TOP OF THE NW CURB ON SAN CARLOS AVE 60'± NORTH OF CENTERLINE OF PROSPECT ST."

3. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO SHOW THE SAN

CARLOS AVENUE RIGHT-OF-WAY (FROM BEVERLY DRIVE TO PROSPECT STREET).

4. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE

SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE THE EXACT LOCATION INDICATED

ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT

TITLE REPORT AND IS SUBJECT TO ANY EASEMENTS OR RIGHT-OF-WAYS THAT MAY EXIST.

6. BUILDINGS, PROPERTY/RIGHT-OF-WAY LINES AND UNDERGROUND SEWER

AND STORM DRAIN PIPE LINES SHOWN ARE APPROXIMATE BASED ON THE CITY OF SAN CARLOS GIS BASE MAP.

7. CONVENTIONAL TOPOGRAPHIC SURVEY PERFORMED BY GHD IN JULY AND AUGUST 2016.

LEGEND

PAVEMENT STRIPING

PARCEL LINE

BUILDING

EDGE OF ASPHALT

FLOW LINE
FENCE

MAJOR CONTOUR

MINOR CONTOUR

OVERHEAD UTILITY WIRES

SANITARY SEWER LINE

STORM DRAIN LINE
WALL

TREE DRIP LINE

SURVEY CONTROL

SANITARY SEWER MANHOLE

CLEANOUT

STORM DRAIN MANHOLE

UTILITY MANHOLE

FIRE HYDRANT

WATER VALVE

GAS VALVE

IRRIGATION VALVE

TRAFFIC SIGNAL POLE

BOLLARD

LIGHT POLE

UTILITY POLE

DOWN GUY
SIGN

WATER METER

UTILITY BOX/VAULT

ELECTRICAL VAULT

STORM DRAIN CATCH BASIN
TREE
SEE SHEET V-005 FOR CONTINUATION
SEE SHEET V-007 FOR CONTINUATION
1996 CARMELITA
1984 CARMELITA 1978 CARMELITA

FOR TREE INFORMATION, REFER TO TREE INVENTORY SPREADSHEET BY CALLANDER ASSOCIATES, 3/14/19
TREE INCLUDED IN PREVIOUS SURVEY.

NEW TREE NOT PREVIOUSLY SURVEYED.

OTHER TREES IMPACTED BY REMOVAL OF EUCALYPTUS
HAZARD RATING 11 OR 12 PER KIELTY SURVEY

REMOVED IN PREVIOUS PHASE
#

GROUP H

GROUP I

Tree Inventory Map
San Carlos Avenue Eucalyptus Removal Project, phase 2-3

APPENDIX B
3 of 6
#
#
##A
30 30
32 32
35 35
40 40
39 39
38 38
37 37
31 31
31 33
3336
36 36
34 34
43 41
42 41
42 43
41A
42A
42A
43A
43A
36A
36A
36A

6.e.2
Packet Pg. 203
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) This document shall not be used for
construction unless signed and sealed for
construction. Sheet No.

Original Size
Title
Project
Client
DesignerDrawn
Scale
Plot Date: Filename:30 September 2016 - 3:51 PM N:\US\San Jose\Projects\111\11125076 San Carlos Ave Surveying \06-CAD\Sheets\11125076 V001 THRU V009.dwg ANSI D
Date
Plotted By: Pat Scheetz
Project No.

Sheet of
Reuse of Documents
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2016 GHD
Drafting
Check0 1"
Bar is one inch on
original size sheet
Design
Check
IssueNo. Drawn Approved Date
Project
Manager
City of San Carlos
San Carlos Avenue Right-of-Way
11125076
9 SEPTEMBER 2016
2540 North First Street Suite 102
San Jose California 95131 USA
T 1 408 451 9615 F 1 408 451 9665 W www.ghd.com
GHD Inc. PFF

JAY WALTER

DIRECTOR OF PUBLIC WORKS
N
0 40'20'

TOPOGRAPHIC SURVEY
SCALE 1"=20'

TOPOGRAPHIC SURVEY
V-002 2

MD/PS LH
PS
1"=20'
SEE SHEET V-003 FOR CONTINUATION

SURVEYOR CONTROL NOTES

1. BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CITY OF SAN CARLOS

CONTROL NETWORK AND IS CALIFORNIA STATE PLANE COORDINATES, ZONE III, NAD 83(2011) BASED ON MEASUREMENTS TO BM-18 AND BM-44.

2. BENCHMARK:

NAME: CITY OF SAN CARLOS BM-44
ELEVATION: 64.22 (NAVD 88)
DESCRIPTION : "A BRASS DISK SET IN THE TOP OF THE NW CURB ON SAN CARLOS AVE 60'± NORTH OF CENTERLINE OF PROSPECT ST."

3. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO SHOW THE SAN

CARLOS AVENUE RIGHT-OF-WAY (FROM BEVERLY DRIVE TO PROSPECT STREET).

4. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE

SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE THE EXACT LOCATION INDICATED

ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT

TITLE REPORT AND IS SUBJECT TO ANY EASEMENTS OR RIGHT-OF-WAYS THAT MAY EXIST.

6. BUILDINGS, PROPERTY/RIGHT-OF-WAY LINES AND UNDERGROUND SEWER

AND STORM DRAIN PIPE LINES SHOWN ARE APPROXIMATE BASED ON THE CITY OF SAN CARLOS GIS BASE MAP.

7. CONVENTIONAL TOPOGRAPHIC SURVEY PERFORMED BY GHD IN JULY AND AUGUST 2016.

LEGEND

PAVEMENT STRIPING

PARCEL LINE

BUILDING

EDGE OF ASPHALT

FLOW LINE
FENCE

MAJOR CONTOUR

MINOR CONTOUR

OVERHEAD UTILITY WIRES

SANITARY SEWER LINE

STORM DRAIN LINE
WALL

TREE DRIP LINE

SURVEY CONTROL

SANITARY SEWER MANHOLE

CLEANOUT

STORM DRAIN MANHOLE

UTILITY MANHOLE

FIRE HYDRANT

WATER VALVE

GAS VALVE

IRRIGATION VALVE

TRAFFIC SIGNAL POLE

BOLLARD

LIGHT POLE

UTILITY POLE

DOWN GUY
SIGN

WATER METER

UTILITY BOX/VAULT

ELECTRICAL VAULT

STORM DRAIN CATCH BASIN
TREE
SEE SHEET V-001 FOR CONTINUATION
1 CAMBRIDGE

FOR TREE INFORMATION, REFER TO TREE INVENTORY SPREADSHEET BY CALLANDER ASSOCIATES, 3/14/19
TREE INCLUDED IN PREVIOUS SURVEY.

NEW TREE NOT PREVIOUSLY SURVEYED.

OTHER TREES IMPACTED BY REMOVAL OF EUCALYPTUS
HAZARD RATING 11 OR 12 PER KIELTY SURVEY

REMOVED IN PREVIOUS PHASE
#

GROUP J

Tree Inventory Map
San Carlos Avenue Eucalyptus Removal Project, phase 2-3

APPENDIX B
4 of 6
#
#
##A
45 45
44 44
44 6.e.2
Packet Pg. 204
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) This document shall not be used for
construction unless signed and sealed for
construction. Sheet No.

Original Size
Title
Project
Client
DesignerDrawn
Scale
Plot Date: Filename:30 September 2016 - 3:51 PM N:\US\San Jose\Projects\111\11125076 San Carlos Ave Surveying \06-CAD\Sheets\11125076 V001 THRU V009.dwg ANSI D
Date
Plotted By: Pat Scheetz
Project No.

Sheet of
Reuse of Documents
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2016 GHD
Drafting
Check0 1"
Bar is one inch on
original size sheet
Design
Check
IssueNo. Drawn Approved Date
Project
Manager
City of San Carlos
San Carlos Avenue Right-of-Way
11125076
9 SEPTEMBER 2016
2540 North First Street Suite 102
San Jose California 95131 USA
T 1 408 451 9615 F 1 408 451 9665 W www.ghd.com
GHD Inc. PFF

JAY WALTER

DIRECTOR OF PUBLIC WORKS
N
0 40'20'

TOPOGRAPHIC SURVEY
SCALE 1"=20'

TOPOGRAPHIC SURVEY
V-001 1

MVD/PS LH
PS
1"=20'
SEE SHEET V-002 FOR CONTINUATION

SURVEYOR CONTROL NOTES

1. BASIS OF BEARINGS:

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CITY OF SAN CARLOS

CONTROL NETWORK AND IS CALIFORNIA STATE PLANE COORDINATES, ZONE III, NAD 83(2011) BASED ON MEASUREMENTS TO BM-18 AND BM-44.

2. BENCHMARK:

NAME: CITY OF SAN CARLOS BM-44
ELEVATION: 64.22 (NAVD 88)
DESCRIPTION : "A BRASS DISK SET IN THE TOP OF THE NW CURB ON SAN CARLOS AVE 60'± NORTH OF CENTERLINE OF PROSPECT ST."

3. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS TO SHOW THE SAN

CARLOS AVENUE RIGHT-OF-WAY (FROM BEVERLY DRIVE TO PROSPECT STREET).

4. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS. THE

SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE THE EXACT LOCATION INDICATED

ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT

TITLE REPORT AND IS SUBJECT TO ANY EASEMENTS OR RIGHT-OF-WAYS THAT MAY EXIST.

6. BUILDINGS, PROPERTY/RIGHT-OF-WAY LINES AND UNDERGROUND SEWER

AND STORM DRAIN PIPE LINES SHOWN ARE APPROXIMATE BASED ON THE CITY OF SAN CARLOS GIS BASE MAP.

7. CONVENTIONAL TOPOGRAPHIC SURVEY PERFORMED BY GHD IN JULY AND AUGUST 2016.

LEGEND

PAVEMENT STRIPING

PARCEL LINE

BUILDING

EDGE OF ASPHALT

FLOW LINE
FENCE

MAJOR CONTOUR

MINOR CONTOUR

OVERHEAD UTILITY WIRES

SANITARY SEWER LINE

STORM DRAIN LINE
WALL

TREE DRIP LINE

SURVEY CONTROL

SANITARY SEWER MANHOLE

CLEANOUT

STORM DRAIN MANHOLE

UTILITY MANHOLE

FIRE HYDRANT

WATER VALVE

GAS VALVE

IRRIGATION VALVE

TRAFFIC SIGNAL POLE

BOLLARD

LIGHT POLE

UTILITY POLE

DOWN GUY
SIGN

WATER METER

UTILITY BOX/VAULT

ELECTRICAL VAULT

STORM DRAIN CATCH BASIN
TREE
3 CHARLTON
2316 SAN
CARLOS

FOR TREE INFORMATION, REFER TO TREE INVENTORY SPREADSHEET BY CALLANDER ASSOCIATES, 3/14/19
TREE INCLUDED IN PREVIOUS SURVEY.

NEW TREE NOT PREVIOUSLY SURVEYED.

OTHER TREES IMPACTED BY REMOVAL OF EUCALYPTUS
HAZARD RATING 11 OR 12 PER KIELTY SURVEY

REMOVED IN PREVIOUS PHASE
#

GROUP K

Tree Inventory Map
San Carlos Avenue Eucalyptus Removal Project, phase 2-3

APPENDIX B
5 of 6
#
#
##A
48 47 47
47 46 46
46 4848

6.e.2
Packet Pg. 205
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) 100 ft
N ➤➤
N
© 2018 G oogle
© 2018 G oogle
© 2018 G oogle

FOR TREE INFORMATION, REFER TO TREE INVENTORY SPREADSHEET BY CALLANDER ASSOCIATES, 3/14/19
TREE INCLUDED IN PREVIOUS SURVEY.

NEW TREE NOT PREVIOUSLY SURVEYED.

OTHER TREES IMPACTED BY REMOVAL OF EUCALYPTUS
HAZARD RATING 11 OR 12 PER KIELTY SURVEY

REMOVED IN PREVIOUS PHASE
#

GROUP L

Tree Inventory Map
San Carlos Avenue Eucalyptus Removal Project, phase 2-3

APPENDIX B
6 of 6
#
#
##A
52 52
53 53
53 50
50 50
50 51
51 6.e.2
Packet Pg. 206
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III)

TREE INVENTORY SPREADSHEET
San Carlos Avenue Eucalyptus Removal Project, phase 2-3 Tree Spreadsheet.xlsx
© copyrighted 2019 Callander Associates
Landscape Architecture, Inc.

APPENDIX C
1 of 5
3/14/2019

TO BE REMOVED
31 22
6 59
28 CALA
MAP ID
DBH
inches
GROUP
see
inventory
map

CATEGORY
TAG
ID # / color
/shape/location

ADDITIONAL

REMOVAL NOT

PREVIOUSLY SCOPED
#
1 67 Target 26 / blue / round / tree
2 39 A Target 24 / blue / round / tree
3 60 A Target 23 / blue / round / tree
4 40 B Target, Poor
Structure not accessible 1
5 48 B Target, Poor
Structure not accessible
6 55 B Target not accessible
7 50 B Target not accessible
8 16 C Poor Structure none 1
9 9,10 C Poor Structure none 1
10 29 D Poor Structure 45 / silver / round / tree 45 /
blue / round / fence
11 7.5, 3 D Future none 1
12 5.5, 3 D Future none 1
Clear trunk to 20'. One-sided (suppressed by 13 and tree removed in phase 1). Heavy branches over creek. Root crown buried. Dead limbs in crown. Kielty #45
Possible root sprout from 10. Good vigor, 30-40'h clear trunk, then multiple leaders. 2-3 feet from trunk of #10 (shared root zone) Possible root sprout from tree removed in phase 1. Main leader has poor attachment point where codominant broke or was removed. Main trunk leans over road.

Topped below power lines. Almost entirely covered in ivy. On top of culvert
Topped below power lines. Almost entirely covered in ivy. On top of culvert

See Kielty Tree Survey (Kielty) #26, power line conflict Kielty #24
Kielty #23
Pronounced lean over adjacent offices. Kielty #59
Quantity previously scoped for removal
Total additional removals not previously scoped
Non-Eucalyptus species impacted by planned removals
Additional Eucalyptus not previously scoped for removal

COMMENTS
Total quantity of trees inventoried for removal
Kielty #58
Kielty #57
Kielty #56

6.e.2
Packet Pg. 207
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree

TREE INVENTORY SPREADSHEET
San Carlos Avenue Eucalyptus Removal Project, phase 2-3 Tree Spreadsheet.xlsx
© copyrighted 2019 Callander Associates
Landscape Architecture, Inc.

APPENDIX C
2 of 5
3/14/2019
CALA
MAP ID
DBH
inches
GROUP
see
inventory
map

CATEGORY
TAG
ID # / color
/shape/location

ADDITIONAL

REMOVAL NOT

PREVIOUSLY SCOPED
#

COMMENTS
13 69 D Future 44 / silver / round / tree
14 18 D Poor Structure 46 / silver / round / tree 46
/ blue / round / fence
15 23 D Poor Structure 47 / silver / round / tree 47
/ blue / round / fence
15A 11 D none 1
16 23 D Poor Structure 48 / blue / round / fence
16A 13 D none 1
17 6 D Future none 1
18 15 E Poor Structure illegible / silv. / round / tr. 1 19 30,11,11 E Poor Structure 36 / silver / round / tree 20 12,10,15 E Poor Structure illegible / silv. / round / tr.

Acacia melanoxylon : Decay on N/E side of trunk. Trunk approximately 1 foot from tree 15 (shared root zone). Trunk and branches in contcact with tree 15 at approximately 30'h Acacia melanoxylon : Trunk of 16 is within canopy. Trunks approximately 36" apart (shared root zone). Form structure fair. Multiple volunteers under canopy. 3 trunks with shared root zone. Topped repeatedly. Slight lean along creek. No current significant targets, but regrowth will become increasingly hazardous if allowed to grow because of weak attachment.

Kielty #37
Sprout on burl left from old removal, with additional vigorous basal sprouts. On edge of creek. Main trunk approx. 40'h. Developing lean over creek due to influence of adjacent trees. No vertical leader.

Similar history of topping to 19 and 20. Single trunk and basal sprout.

Kielty #35
Fungal fruiting bodies observed on main trunk indicative of decay.

Possibly Melanotus sp
. Topped repeatedly. No current significant targets,
but regrowth will become increasingly hazardous if allowed to grow because of weak attachment. Kielty #36
Stump with guy wire that crosses creek, supporting large live oak that leans over residence. Remove watersprouts, do not remove stump or disturb guy wire. Notify resident to anticipate guy wire failure as eucalyptus stump decays; guy wire should be evaluated and replaced.

Kielty #44
Single trunk. Slight lean over creek. One-sided. Was suppressed by 13.

Kielty #46
Curving trunk, suppressed by 16 and 14. Horizontal top growth over creek. Slight lean over creek. Kielty #47
Fruiting bodies on trunk. Wood pile stacked against base of trunk. Thin canopy, slight lean South-West. Kielty #48

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Packet Pg. 208
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree

TREE INVENTORY SPREADSHEET
San Carlos Avenue Eucalyptus Removal Project, phase 2-3 Tree Spreadsheet.xlsx
© copyrighted 2019 Callander Associates
Landscape Architecture, Inc.

APPENDIX C
3 of 5
3/14/2019
CALA
MAP ID
DBH
inches
GROUP
see
inventory
map

CATEGORY
TAG
ID # / color
/shape/location

ADDITIONAL

REMOVAL NOT

PREVIOUSLY SCOPED
#

COMMENTS
21 58 F Target, Fair
Structure
16 / silver / rec / tree 31
/ silver / round / tree 179 /
silver / oblong / tree 39 /
blue / round / fence
1 22 11 (living
stem) F
Target, Poor
Structure,
Future
38 / silver / round / tree 1
23 60 F Target, Poor
Structure 38 / silver / rec / tree 1
24 80 F Target, Fair
Structure
36 / silver / rec / tree
36 / blue / round / fence 1
25 50 F Poor Structure 35 / silver / rec / tree 35 /
blue / round / fence 1
26 52 F Poor Structure 34 / silver / rec / tree 1
27 21 G Poor Structure 38 / silver / rec / tree
41 / blue / round / fence
28 36 G Poor structure 39 / silver / rec / tree
39 / blue / round / fence
29 66 G Target, Fair
Structure
41 / silver / rec / tree
38 / blue / round / fence
30 24 H Target, Poor
Structure 42 / blue / round / tree45 degree lean over road. Kielty #42 Old hammock embedded in trunk. Codominants from 12'. Third codominant removed at about 10'. Some decay likely. Some branching over street, larger codominant weighted towards creek / residence. Root flare buried.

Suppressed by 28. Main trunk leans North-East over road and fence line.

Young root sprout leans over road (20'h). Previous large limb removals.

Kielty #40
History of large limb removals. Codominant leans over road. Suppressed by 29. Debris burying root crown closest to fence. Kielty #39 Spreading at top. Numerous lower branches shortened by large pruning cuts, with re-growth. Multiple codominants from 8'. Limbs extend over road. Kielty #41
Several codominants. Predominant lean over creek. Root flare buried.

Some heavy branching over street with evidence of ongoing shortening cuts. Several dead limbs in upper canopy, significant weight over road.

Stump (7'h) with water spouts, about 35' tall, attached to decaying portion of trunk. Leans north-west over fence and road.

Significant dieback, resprouting along trunk. Two codominants and one large limb over fence line. Poor structure from previous pruning: many limbs previously stubbed. Suppressed by 24 and 22.
5 large codominants from 12'. One leans over road. Large spreading limbs above 20'.

Hammock embedded in trunk. Spreading, multiple large limbs from 5'.

Main trunks fairly upright, largest limbs hang over creek. Root flare buried.

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Packet Pg. 209
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree

TREE INVENTORY SPREADSHEET
San Carlos Avenue Eucalyptus Removal Project, phase 2-3 Tree Spreadsheet.xlsx
© copyrighted 2019 Callander Associates
Landscape Architecture, Inc.

APPENDIX C
4 of 5
3/14/2019
CALA
MAP ID
DBH
inches
GROUP
see
inventory
map

CATEGORY
TAG
ID # / color
/shape/location

ADDITIONAL

REMOVAL NOT

PREVIOUSLY SCOPED
#

COMMENTS
31 est. 30 H Target 40 / blue / round / tree
40 / silver / rec / tree 1
32 40 H Fair Structure
54 / blue / round / tree
54 / silver / rec / tree 118
/ silver / oblong / tree
33 12 H Target, Poor
Structure
54a / silver / rec / tree 117
/ silver / oblong / tree 1
34 6 H Target none 1
35 50 H Poor Structure 53 / blue / round / tree
36 est. 30 H Poor Structure 50 / blue / round / tree 1
36A 21 H none 1
37 22 H Target 51a / silver / rec / tree
38 19 H Target 52 / blue / round / tree
52 / silver / round tree
39 14
Target, Poor
Structure,
Future
52a / silver / rec / tree
40 13 Future 54a / silver / rec / tree
41 7 I Poor Structure none 1
41A 6 I none 1
42 12, 4.5 I Poor Structure none 1
Quercus lobata : Significant dieback and lean over creek. Trunk covered in ivy.

Acacia longifolia : Healthy growth, flowering. Trunk grows horizontally.

Healthy, fair form. Slight lean over road. Kielty #52B Volunteer. Very close to creek. Straight, unbranched single trunk for >30'.

Dead leader.

Volunteer. Very close to creek. Straight, unbranched single trunk. Dead leader, epicormic growth. Shares root zone with 43, 42A and 43A Trunk covered in ivy and poison oak for approximately 30 feet. Main branching over creek. Some dieback at top. Kielty #53 Covered in ivy. Leans North-West. Removal may destabilize adjacent oak Single trunk. Lean over road. Lower 20 feet of trunk covered in ivy. Kielty #51
Single trunk. Lean over road. Kielty #52
Significant dieback and resprouting. Relatively small, with large limbs previously removed. Lean over road. Kielty #52A
Covered in ivy to approximately 30 feet on clear single trunk. Canopy obscured from view. Heavy branch over sidewalk has been shortened in past. Re-grown. Slight lean towards San Carlos Avenue Single trunk with slight lean to South-East. Heavy branching over creek.

Clear trunk for approximately 40 feet. Kielty #54
Dead leader, sprouting along trunk. Strong lean towards San Carlos Avenue
Low vigor / mostly dead. Approx. 30'h

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Packet Pg. 210
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree

TREE INVENTORY SPREADSHEET
San Carlos Avenue Eucalyptus Removal Project, phase 2-3 Tree Spreadsheet.xlsx
© copyrighted 2019 Callander Associates
Landscape Architecture, Inc.

APPENDIX C
5 of 5
3/14/2019
CALA
MAP ID
DBH
inches
GROUP
see
inventory
map

CATEGORY
TAG
ID # / color
/shape/location

ADDITIONAL

REMOVAL NOT

PREVIOUSLY SCOPED
#

COMMENTS
42A 4 I none 1
43 13 I Poor Structure none 1
43A 4 I none 1
44 45 J Target 8 / blue / round / tree
45 9 J Fair Structure none 1
46 9 K Future none 1
47 12 K Future none 1
48 20,32,
multiple 4-
12 Target, Poor
Structure none 1
49 50 E Target, Fair
Structure
34 / silver / rec / tree
34 / blue / round / fence
50 40 L Target, Fair
Structure 62 / blue / round / tree
51 60 L Target, Fair
Structure 63 / blue / round / tree
52 55 L Target, Poor
Structure 64 / blue / round / tree
53 12 L Poor Structure 65 / blue / round / fence 1
Umbellularia californica: Shares root zone with 42. Straight, clear trunk.

Ligustrum lucidum : Shares root zone with 43. Straight, clear trunk.

Large branches and codominants with lean over road. Kielty #62 Large branches and codominants with lean over road. Kielty #63 Strongly suppressed by 51 and 52. Re-sprouted from stump of a previous removal. Pronounced lean over private property.

Large branches and codominants with lean over road. Kielty #64 Volunteer. Good vigor, straight unbranched single trunk. Canopy obscured by #44. Approx. 50'h
Basal sprout or volunteer adjacent to previously cut 10" stump with multiple water sprouts. Good vigor, straight unbranched single trunk.

Approx. 50'h
Volunteer or root sprout. Good vigor, straight unbranched single trunk.

Approx. 40'h
Cluster of basal sprouts with multiple trunks. Good vigor, poor form. Slight lean over Charlton. Some evidence of previous limb removals and breaks. Landscaped at base. >60'h
Very heavy branches in all directions. Many with epicormic growth. Full, healthy canopy. Evidence throughout of limb removals and breaks.

Kielty #34
Volunteer. Very close to creek. Straight, unbranched single trunk. Shares root zone with 43, 42A and 43A
Kielty #8

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree San Carlos Ave Eucalyptus Tree Removal - PHASE III, No. C1722

APPENDIX B

TREE ASSESSMENT BY KIELTY ARBORIST SERVICES

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) San Carlos Ave Eucalyptus Tree Removal - PHASE III, No. C1722

THIS PAGE INTENTIONALLY LEFT BLANK

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) Tree Assessment

Blue Gum Trees at San Carlos Avenue
San Carlos, CA

______________________________________________

Prepared for:

City of San Carlos
Attn: Ms. Lisa Costa Sanders
City of San Carlos Principle Planner
600 Elm Street
San Carlos, CA 94070

Prepared by:

Kielty Arborist Services
P.O. Box 6187
San Mateo, CA 94403

April 19, 2017

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III)

Tree Report
San Carlos Avenue
San Carlos, CA

Table of Contents
==================================================================== Page

Introduction and Assignment 1

Methodology 1 -2

Matheny and Clark Method 2

Observations of Failed Trees 2
-3

Remaining Trees Observations 3

Drill test Observations 3
-4

Summary 4

Recommendations 4

Discussion of Options 4
-5

Public Opinion 5

Wildlife Habitat 5

Riparian Woodland 5

P
ublic Walkway 6

Fire Danger 6

Actions Taken in Neighboring Municipalities 6

Photo Documentation of Priority 1 Trees 7
-8

Glossary 9 -10

Disclosure Statement 11
====================================================================

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) Kielty Arborist Services LLC
Certified Arborist WE#0476A
P.O. Box 6187
San Mateo, CA 94403
650 –515-9783

April 18, 2017

City of San Carlos
Attn: Ms. Lisa Costa Sanders
City of San Carlos Principle Planner
600 Elm Street
San Carlos, CA 94070

RE: Survey of eucalyptus trees along San Carlos Avenue from Prospect north to the San Carlos city limits.

Dear Ms. Costa Sanders,

At your request during the month of February,
March and April of 2017, I visited the above sites
for the purpose of inspecting and commenting on the eucalyptus trees along San Carlos Avenue.

Your request for a tree assessment and recommendations for future tree maintenance has prompted this report.

Method:

All of the trees were observed from the ground. The trees included in this report were located on a map provided by you. Each tree was given an identification number. This number was embossed on a metal tag and nailed to the trees at eye level. The location of the nearest mailbox or landmark was noted. Where possible, the trees were measured at 54 inches above ground level (DBH or diameter at breast height).

A condition rating of 1
– 100 was assigned to each tree representing
form and vitality using the following scale:

1 - 29 Very Poor
30 - 49 Poor
50 - 69 Fair
70 - 89 Good
90 - 100 Excellent
The height of each tree was estimated and the spread was paced off.

A priority of 1 to 4 was assigned to each tree signifying the time frame the work should be carried out.

Blue gum trees along San Carlos Avenue.

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) San Carlos Avenue/3/16/17 (2)

The scale is as follows:
 Priority 1: Urgent - work should be completed immediately. Within the first pruning cycle.
 Priority 2: Significant - work should be completed during the second pruning cycle.  Priority 3: Moderate - work should be completed in the third pruning cycle.  Priority 4: Modest - work should be completed in the fourth pruning cycle.

Matheny and Clark 12 Point Assessment Method:

The
Matheny and Clark International Society of Arboriculture approved - 12 point hazard assessment method was used to help prioritize work that is needed. The hazard rating system rates each tree with a possible four points in three categories. The 3 categories represen t a) part, the section of tree causing the possible hazard that may fail; b) chance; the likelihood that the part will fail; c) target, what will be damaged if the part fails. An explanation of the ratings is as follows.

Part Chance Target
1 = Small limbs or branches 1 = Not likely 1 = Open space or fencing 2 = Larger lateral limbs 2 = Slight chance 2 = Wires and not heavily used roads 3 = Trunks or leaders 3 = Failure likely 3 = Heavily used roads 4 = Entire tree or large trunks 4 = Failure eminent 4 = Homes

Using the hazard assessment method chosen for this project, the trees rated with the higher combined hazard rating, the higher the risk of that tree failing. A total rating of “12” would be considered a high probability for damage and or injury. A rating of “3” would be considered a very low chance of failure and or injury. This hazard rating method will help you prioritize the recommended tree work. Lastly, a brief comments section is provided for each tree.

A mallet test and (if needed) a drill test should be performed on the trunks of the trees. Lastly, a comment section is provided for each tree, which includes trimming recommendations. Photo documentation is provided for all priority 1 trees.

Observations of Failed Trees:

During severe winter storms one large eucalyptus #28A failed. The tree was located on the northwest side of the street near the entrance of the school and one of the school pickup and drop-off locations. The tree fell at a school non-use time avoiding any student injury. The weather was severe and the tree failed without warning.

The up-rooted root ball was quite
shallow and of small diameter. The tree had a limited rooting area with asphalt surrounding the tree.

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) San Carlos Avenue/3/16/17 (3)

Tree #22 failed on New Year’s Day 2006. The very large eucalyptus, 91.6 inch DBH failed onto the corner of Cordilleras and San Carlos Avenue. The tree crushed a vehicle with a large leader hitting the hood of the tree
and another large leader hitting the trunk. The vehicle was destroyed however the driver had no physical injuries. Weather was severe (winter storm), the tree was declared a high risk
in a report earlier that year.

Remaining Trees Observations:

The remaining trees on site have not been well maintained. Many trees have been removed by home owners. All of the remaining trees are Tasmanian blue gum eucalyptus (Eucalyptus globulus).

Several of the trees have been struck by vehicles in the past with large scars as a result. Damage to the pedestrian walkway is evident (northeast of Alameda). A large number of the trees are located
slightly off the street in the riparian woodland to the rear of the houses on Carmelita. The eucalyptus trees have a history of limb and leader.

Site of the failure of tree #22. The large blue gum failed onto Cordilleras.

Drill Test Observations:

A drill test was performed of trees with obvious decay areas. Trees #13, #15 and #44 were drill tested. The purpose of the drill test was to help verify the amount of sound wood surrounding the decayed areas. A Resi700 drill attachment was used for the test. The Resi is a non-digital instrument made by the same producers of the Resistograph a highly regarded decay detection device. The Resi attached to a cordless drill borers a 1/16 of an inch 12 inch long hole in the trunk of the tree. A sliding scale measures the depth of the drill bit. When a decayed area is encountered the drill will surge forward indicating a loss of wood resistance. The method is considered an accepted practice by Best Management Practices and ANSI standards.

The results of the drill test are as follows:

Tree #13 Drill point #1 has 12 inches (depth of

drill) of sound wood.

Drill point #2 has 8 inches of sound wood.

Tree #15 Drill point #1 has 11 inches of sound
wood.

Drill point #2 has 6 inches of sound
wood.

Tree #44 Drill point #1 has 4 inches of sound

wood.

Dill point #2 has 6 inches sound wood.

Blue gum #44 has a 12 foot long and 3 foot wide decayed area. Flags denote drill point locations.

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) San Carlos Avenue/3/16/17 (4)

The three drilled trees all had dry solid cores. The solid core is common for damaged blue gums.

The wood becomes very hard and brittle. The blue gums do not normally have normal decay with softened wood, the wood generally gets very solid. The cores of the tree loose the flexibility often causing failures. When the dead section extends into the root zone failure is more likely.

Summary:

The large blue gums that line San Carlos Avenue are mature and need of removal or heavy trimming. Trees have damaged walkway and have suppressed native trees in the area. Failure of the trees are quite un-predictable and the lack of pervious root zone is a contributing factor to the trees chances of failure. Remove the eucalyptus trees as trimming within ANSI standards or Best Management Practices cannot improve the trees form or lessen the trees chances of failure.

Recommendations:

The three options for maintenance are availed for the maintenance staff:

Continue to maintain the trees as was done in the past reducing the trees crowns to reduce wind sail and lessen the chances of limb failure.  Reduce the trees radically to the height of an aerial lift truck (approximately 50 feet).

Re-trim the trees that survive the trimming every three years as the new watersprout growth will not be well attached.
 Remove the entire row of eucalyptus trees and re-plant with another species of tree.

Removal and replacement is the only methods that eliminates all hazards and liabilities associated with the trees.

Discussion of options:

The three methods discussed all have valid arguments and can be easily defended. The unpredictability of the species which was evident in past failures contributes to the argument of total removal of all of the trees.

Option 1: is the continued trimming of the trees as has been done for the last 40 years that I know of. The recent failure of the trees has exposed this maintenance option as one that had limited success at best. With the continuance of this option continued failure may be a reality.

Option 2: is the heavy heading and topping of the trees. This method is not an accepted practice and far exceeds ANSI and Best Management Practices. The denuded trees should re-sprout with rapidly growing water sprout growth. The watersprouts will be connected in the outer edges of the bark and will have ho heartwood for strength. The watersprouts will have a propensity for breakage and trimming of the sprouts will be required every three years. Some trees will die from this type of trimming. Root loss may continue as the overall vigor of the trees will be reduced. Heavily trimmed trees are susceptible to eucalyptus long horned borer which not only kills heavily trimmed trees but rapidly damages the structural integrity of the trees. Aragon High School recently lost 4-5 blue gums to this insect on trees that were heavily trimmed.

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) San Carlos Avenue/3/16/17 (5)

Option 3: is the removal and replacement of all of the eucalyptus trees along San Carlos Avenue and the riparian areas. This method is the only method that will eliminate all hazards and liabilities associated with the trees.

Using a combination of all three options is an option however at this point due to the unpredictability of the trees it would be difficult to decide which trees are most likely to fail. I strongly recommend removal of the trees as the trees unpredictable nature of the trees and the advancement of the riparian wood land. Future failure of these trees or parts of these trees is
likely.

Public Opinion:

During the many hours spent on the Avenue I discussed the trees with home owners, residents and people walking on the street. The strong majority of the curious people on the street were
quite concerned with the safety of the trees. People that witnessed the failed tree or saw the damage that had occurred were alarmed by the damages to property and were grateful that no one was injured. Removal of the trees was the common opinion of the people on the street.

Wildlife Habitat:

The trees were inspected several times during the survey work for animal life using the trees as
habitat. One large nesting bird was located during the survey. The red tail hawk or red shouldered hawk had an active nest high in the trees canopy. The young hawk has left the nest and the nest is no longer active. Two more abandoned nests were observed with no birds visiting the nests. Large nesting birds
would include but are not limited to birds of prey (hawks, falcons, owls or kites). Three squirrel nests were identifies in the lower canopy of trees. Squirrel nests are usually removed unless they are occupied during the pruning or removal process.

Riparian Woodland:

The creek bank area southeast of San Carlos Avenue east of Alameda to the Doctor’s office east of Cordilleras has a riparian woodland on both sides of the creek. The native trees that line the creek area include coast live oak, California buckeye and bay laurel. The natives have good vigor and a suppressed growth habit from the large eucalyptus trees that have encroached in the woodland. Several of the trees have poor form (suppressed) due the competition for light with the blue gums. The oak woodland would flourish with the
eucalyptus being removed. The allopathic tendencies, debris from the trees and root and light competition all contribute to the suppression of the natives in the oak woodland.

Debris from the blue gums is one of the contributing factors to a suppressed riparian woodland (woodland to left).

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III)

San Carlos Avenue/3/16/17 (6)

Fire Danger:

Eucalyptus trees are known to have very flammable oils in the wood, stems and leaves. Debris below the trees is a common source of fire as the peeling bark and small failed limbs pile up at the trees base (see photo on page 5). The debris behind the fence is not seen by the public and a is very good source
of the start of a fire. Debris fires are common with the species.

Public Walkway:

The pu
blic pathway on the southeast side of San Carlos
Avenue between Alameda and Cordilleras has been
destroyed. The expanding trunks, root damage and the
receding soil at the fence line all have contributed to the destruction of the walk way. ADA requirements for the
walkway cannot be achieved with the trees in place.

Tree #12 with destroyed pathway. The location of the
tree makes ADA requirement difficult to fulfill.

Actions Taken By Other Municipalities:

Several municipalities are taking action due to the failure of large trees, litigation from failed parts of trees, neighboring complaints and fire danger. This is a few of the local municipalities
who have taken action:
 City of Burlingame lost 5 large eucalyptus trees in 2017 on a busy street. The trees were well maintained with multiple trimming events. The city is looking at heavier than normal trimming or removal.
 Town of Hillsborough is looking at rows of large eucalyptus due to litigation from limb failure.
 Hillsborough School District is looking at removal of a large row of eucalyptus.  San Bruno is making an attempt to have home owners trim and maintain eucalyptus trees in the public right of way. Neighbor’s complaints are the reason for the action.  Los Altos Hills Fire District will remove any eucalyptus tree on a property at no cost to the home owner to help reduce fire danger.

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) San Carlos Avenue/3/16/17 (7)

Photo Documentation of the #1 Priority rated trees along San Carlos Avenue:

Tree #12
blue gum eucalyptus with a diameter at breast
height of 52.4. The eucalyptus has a condition rating of 45 percent (poor). The tree is located at the corner of Alameda and San Carlos Avenue. The height of the tree is 65 feet with a total crown spread of 70 feet.

The tree has fair vigor, poor
form, the canopy one sided to South East, root crown covered with asphalt, lifted curb failing. Limb failure is likely.

Blue gum #13 with a diameter at breast height of 53.4
inches. The tree is located on the pathway east of
Alemeda. The condition ration of this tree 40 percent
(poor). The estimated height of the tree is 55 feet with a total crown spread of 50 feet. The tree has Poor
vigor, poor form, decline in canopy, a large scar on
trunk, the root crown covered with asphalt, very poo r
crotch at 6 feet with a seam
from the poor crotch.

Tree #15 is a blue gum with a diameter at breast height of

32.6 inches. . The tree is located on the pathway east of Alemeda. The condition ration of this tree 35 percent
(poor). The estimated height of the tree is 55 feet with a total crown spread of 50 feet. The tree has Poor vigor, poor form, decline in canopy, a large scar on trunk, the root crown covered with asphalt, decay on street side from
vehicle damage, oozing from scar and asphalt to
the base.

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Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) San Carlos Avenue/3/16/17 (8)

Tree #44
with a diameter at breast height of 64.8 inches. The tree is located west of Cordilleras behind the existing fence. The condition rating is a 30 percent (Poor). The estimated height of the gum tree is 70 feet with a total crown spread of 40 feet. The tree has fair vigor, poor form, is codominant at 5 feet with poor crotch and has decay at base.

The information included in this report is believed to be true and based on sound arboricultural principles and practices.

Sincerely,

Kevin Kielty
Certified Arborist WE#0476A

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Packet Pg. 223
Attachment: San Carlos Ave Eucalyptus Tree Removal Project Plans and Specs (SC Ave Eucalyptus Tree Removal - Phase III) Tree Survey Kevin R. Kielty
Certified Arborist - WE0476A
650-515-9783