Roseville City Council
August 16, 2023

AGENDA
August 16, 2023

CITY COUNCIL
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, CA
www.roseville.ca.us

THE CITY OF ROSEVILLE WELCOMES YOUR PARTICIPATION
If an agenda item is open to public comment, such public comment shall be addressed to the chair of the meeting.

Public Comment
- Speakers have three minutes under Public Comment to speak on issues that
are not listed on the agenda and are within the City's jurisdiction. The Brown Act does not permit any action or discussion on items not listed on the agenda.

Consent Calendar
- If applicable, the Consent Calendar consists of routine items that may be approved by one motion. Any person can remove an item from the Consent Calendar to be discussed separately.

Agenda Items
- Speakers have five minutes to address items that are listed on the agenda.

Americans with Disabilities Act
- Notify the City Clerk or Secretary at least 72 hours in advance if special assistance is required to participate in a meeting including the need of auxiliary aids or services.

Audio/Visual Presentations
- If making a presentation regarding an agenda item, audio/visual materials must be submitted to the City Clerk or Secretary at least 72 hours in advance.

Security procedures are in place to attend Roseville City Council meetings.

All attendees must
successfully pass through a security metal detector.

Any person with a prohibited item will not be
allowed entry.

Prohibited items include, but are not limited to: firearms (even with valid CCW), knives, pepper spray/mace, explosives of any kind/ any weapons and/or dangerous devices of any kind, illegal drugs and alcohol.

Roseville City Clerk 311 Vernon Street, Roseville, CA 916-774-5200 TDD 916-774-5220

1. CALL TO ORDER

2. ROLL CALL

3. PLEDGE OF ALLEGIANCE

4. MEETING PROCEDURES

5. PUBLIC COMMENTS

6. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
Minutes

6.1. Minutes of Prior Meetings
Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos recommending the City Council approve the minutes of the July 19, 2023 City Council meeting, August 2, 2023 City Council Closed Session and August 2, 2023 City Council meeting.

CC #:
2883
File #:
0102-03
CONTACT:

Melissa Lipp 916-774-5286 [email protected]

Bids / Purchases / Services

6.2. Traffic Signal and Roadway Improvements for Roseville Soccer Complex Project - Approve Plans and Specifications and Authorize Staff to Call for Bids Memo from Assistant Engineer Brian Gulewich and Public Works Director Jason Shykowski recommending the City Council approve the plans and specifications for the Traffic Signal and Roadway Improvements for Roseville Soccer Complex Project and authorize staff to call for bids. The scope of this project consists of clearing and grubbing, excavation, concrete and asphalt paving, traffic signal, sidewalk, lighting, storm drain, and waterline improvements. Construction of the project is estimated to cost $8.3 million and will be funded primarily with Traffic Mitigation Fee funds, along with General Fund resources, and Blue Oaks Blvd Fee Funds. Staff will return to Council with a recommended budget adjustment outlining the specific funding amounts with the recommendation to award project construction.

CC #:
2864
File #:
0900-04-02 & 0900-04-03
CONTACT:

Brian Gulewich 916-746-1300 [email protected]

6.3. Lighting Repair and Replacement Project - Contract Purchase Agreement Memo from Preventative Maintenance Coordinator Blaine Wiegel and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-332 APPROVING A CONTRACT

PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND WESCO SERVICES LLC DBA WESCO ENERGY

SOLUTIONS, AND AUTHORIZING THE CITY MANAGER TO EXECUTE
IT ON BEHALF OF THE CITY OF ROSEVILLE (3002760). Staff requests Council approve a resolution authorizing the City Manager to sign a Contract Purchase Agreement with WESCO Services LLC dba WESCO Energy Solutions, to provide lighting repair services and light emitting diode fixture replacements in the amount of $481,248 with a 10% contingency ($48,124.80) for increasing costs of lighting material, for a total not to exceed $529,372.80.

This contract will utilize an Omnia National Intergovernmental Purchasing Alliance cooperative purchasing contract #R192008 for lighting products, services, and job-order-contracting services. Funding will be provided by the Environmental Utilities Department's Dry Creek and Pleasant Wastewater Treatment Plants Lighting Rehabilitation Project budget in the Wastewater Regional Rehabilitation Fund.

CC #:
2861
File #:
0203-09
CONTACT:

Blaine Wiegel 916-746-1833 [email protected]

6.4. Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation Project – Design-Build Construction Agreement and Budget Adjustment
Memo from Environmental Utilities Preventative Maintenance Supervisor Jeremy Snyder and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-336

APPROVING A DESIGN-BUILD CONSTRUCTION AGREEMENT, BY

AND BETWEEN SYBLON REID AND THE CITY OF ROSEVILLE, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE, and adopt ORDINANCE NO.
6699 ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2023- 24 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE.

Staff
requests that the Council adopt a resolution authorizing the City Manager to execute a design-build construction agreement with Syblon Reid to provide installation, testing, communications/networking, programming and Supervisory Control and Data Acquisition integration, and engineering of multiple variable frequency drives and submersible influent pump replacements for the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Pumps and Variable Frequency Drive Replacement Project. The cost of this contract is $3,812,200, with an additional budget of $200,000 for staff secondary labor and technology equipment purchases, for a total of $4,012,200. In addition, staff recommends City Council approve a budget adjustment to fully fund the remaining work on this project using $2,478,200 of available resources in the Wastewater Regional Rehabilitation Fund.

CC #:
2869
File #:
0900-02-02-2 & 0201-01
CONTACT:

Jeremy Snyder 916-413-9236 [email protected]

6.5. Barton Road Water Treatment Plant East Applied Pipeline Project - Approval of Plans and Specifications and Authorization to Call for Bids Memo from Environmental Utilities Assistant Engineer Jonathan Cummings and Environmental Utilities Director Richard Plecker recommending the City Council approve the construction plans and specifications for the Barton Road Water Treatment Plant East Applied Pipeline Project, and authorize staff to advertise the project and accept bids from prospective bidders. The estimated construction cost of the Project is $350,000. Project expenses will be paid from the Water Rehabilitation Fund, which is funded by revenue from water utility sales.

CC #:
2855
File #:
0900-02
CONTACT:

Jonathan Cummings 916-774-5566 [email protected]

6.6. Regional Pump Station 26 and Force Main Capacity Improvements Project -
Award of Contract
Memo from Environmental Utilities Associate Engineer Rana Moore and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-333

APPROVING AN AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND SYBLON REID, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council
approval and award of a
Construction Agreement to Syblon Reid for the Regional Pump Station 26 and Force Main Capacity Improvement Project in the amount of $926,000, and authorization for the City Manager or his designee to approve and pay for contract change orders that could increase the contract amount by no more than 10 percent ($92,600) for a not-to-exceed total contract amount of $1,018,600.

Funding is provided by the South Placer Wastewater Authority and can be accommodated within the existing project budget.

CC #:
2862
File #:
0900-02
CONTACT:

Rana Moore 916-774-5581 [email protected]

6.7. Uniform Rental and Cleaning Services - Contract Purchase Agreement Amendment
Memo from Senior Buyer Joanna Oukrop and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-342 APPROVING A CONTRACT PURCHASE

AGREEMENT AMENDMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE PRUDENTIAL OVERALL SUPPLY, AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002553). Staff requests Council approve an amendment to a contract purchase agreement with Prudential Overall Supply to extend the end date to December 31, 2023, increase the contract total from $152,000 to $177,000, and authorize the City Manager to execute the amendment on behalf of the City. Funding is included in the respective departments' budgets for FY2023-24.

CC #:
2877
File #:
0203-15
CONTACT:

Joanna Oukrop 916-746-1102 [email protected]

6.8. Enterprise Asset Management System - Sole Source Purchase Order Memo from Information Technology Program Manager Alex Vergara and Chief Information Officer Hong Sae recommending the City Council approve a purchase order between the City of Roseville and Allied Network Solutions, Inc.

Staff recommends approval of a sole source purchase order with Allied Network Solutions, Inc. for additional International Business Machines, Inc. licenses, software subscription, and support of the City’s Enterprise Asset Management system. The FY2023-24 cost of $350,000 shall be funded by Environmental Utilities and Electric Departments.

CC #:
2872
File #:
0203-06
CONTACT:

Alex Vergara 916-746-1168 [email protected]

Resolutions

6.9. Body-Worn and In-Car Camera Program - Master Agreement Addendum Memo from Management Analyst Mark Peinado and Police Chief Troy Bergstrom recommending the City Council adopt RESOLUTION NO. 23- 338

APPROVING AN ADDENDUM TO THE MASTER AGREEMENT, BY
AND BETWEEN THE CITY OF ROSEVILLE AND LENSLOCK, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE.

Staff requests approval of the addendum to the
Master Equipment Agreement with LensLock, Inc. to support the Body Worn and In-Car Camera program for use by the Roseville Police Department. The total for Year 1 is $199,967.08, Years 2-5 are $158,317.08 for each year. The total amount of the 5-year agreement is $833,235.40. Funds for the first year are included in the Police Department's FY2023-24 budget in the General Fund and the
Supplemental Law Enforcement Services
Fund.

CC #:
2871
File #:
0323
CONTACT:

Mark Peinado 916-774-5021 [email protected]
Christopher Ciampa 916-774-5088 [email protected]

6.10. Greater Sacramento Economic Council - Economic Development Agreement and Expenditure of Membership Funds for FY2023-24
Memo from Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 23-330

APPROVING AN

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND THE

GREATER SACRAMENTO ECONOMIC COUNCIL, AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE.

Staff also requests Council approve the expenditure of
membership funds for the Greater Sacramento Economic Council in the amount of $60,414 and for the Roseville Area Chamber of Commerce in the amount of $40,000. The total expenditure amount is $100,414. The purpose of the membership with each organization is to attract, grow, support, and expand industry, businesses, and jobs, assist small businesses and entrepreneurs and promote the City as a place to do business. Funding for these memberships was included in the Economic Development Department's FY2023-24 membership budget in the General Fund.

CC #:
2858
File #:
0110 & 0106-01 & 0106-03
CONTACT:

Melissa Anguiano 916-774-5284 [email protected]

6.11. Last Mile Federal Funding Account - Grant Application Memo from Assistant IT Director Art Vogtlin and Chief Information Officer Hong Sae recommending the City Council adopt RESOLUTION NO. 23-343

APPROVING GRANT APPLICATIONS TO THE CALIFORNIA PUBLIC

UTILITIES COMMISSION, AND AUTHORIZING THE CITY MANAGER

OR HIS DESIGNEE TO EXECUTE ALL RELATED FORMS AND
AGREEMENTS ON BEHALF OF THE CITY OF ROSEVILLE.

Staff
requests that City Council adopt a resolution authorizing the City Manager or his designee to submit one or more Last Mile Federal Funding Account grant applications to the California Public Utilities Commission (CPUC), and to execute all related forms and documents necessary to secure grant funds. The grant solicitation offers up to $1.86 billion in statewide grant funding, and CPUC will rank applications within each county of origin to fund the highest ranking broadband projects within a county region. Authorizing staff to submit grant applications is not expected to result in a fiscal impact to the City's General Fund.

CC #:
2879
File #:
0214 & 0800-05
CONTACT:

Art Vogtlin 916-774-5111 [email protected]

6.12. Roseville City School District Emergency Reunification Center - Memorandum of Understanding
Memo from Parks, Recreation and Libraries Manager Jeff Nereson and Parks, Recreation and Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-337 APPROVING A MEMORANDUM OF

UNDERSTANDING, BY AND BETWEEN THE CITY OF ROSEVILLE AND

THE ROSEVILLE CITY SCHOOL DISTRICT, AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approval of the Memorandum of Understanding (MOU) with the Roseville City School District (RCSD) for use of the Mahany Fitness Center (MFC) for an emergency reunification location. The RCSD reimburses the City for costs associated with any additional utilities, custodial services, supplies and staff that would not have been incurred but for the RCSD’s use of the MFC. There is no impact to the General Fund as a result of this MOU.

CC #:
2870
File #:
0705
CONTACT:

Jeff Nereson 916-774-5974 [email protected]

6.13. After School Education and Safety Program - Memorandum of Understanding Memo from Parks, Recreation and Libraries Manager Jeff Nereson and Parks, Recreation and Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-329 APPROVING A MEMORANDUM OF

UNDERSTANDING BETWEEN THE CITY OF ROSEVILLE AND

ROSEVILLE CITY SCHOOL DISTRICT, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approval of the Memorandum of Understanding with the Roseville City School District (RCSD) for the After School Education and Safety Program (ASES). ASES is an after-school tutoring and enrichment program that provides opportunity for up to 120 students at Cirby Elementary School and 100 students at Woodbridge Elementary School at no cost to participating families. The Parks, Recreation & Libraries Department has collaborated with RCSD to implement this after-school program. The RCSD reimburses the City up to $305,000 of the grant funds they receive for this program to offset the City's expense to operate the program.

There is no General Fund impact as the balance is funded within the Youth Development Fund.

CC #:
2854
File #:
0704
CONTACT:

Jeff Nereson 916-774-5974 [email protected]

6.14. Pleasant Grove and Curry Creek Watershed Drainage Mitigation Fee Study – Professional Services Agreement
Memo from Senior Engineer Brian Walker and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 23-331

APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND CIVIL ENGINEERING
SOLUTIONS, INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council
approve a professional services agreement with Civil Engineering Solutions, Inc. for $133,320 to complete the 2023 Pleasant Grove and Curry Creek Watershed Mitigation Fee Update, and authorize the City Manager to execute the agreement. This study will make a recommendation to update the drainage fees collected to mitigate the downstream storm water volume impacts resulting from development in Roseville and update hydrologic methodologies that have changed since the City’s last update in 2018. Funding for the fee update is provided by the Pleasant Grove Drainage Fee Fund, and no General Fund resources will be used.

CC #:
2860
File #:
0800-04
CONTACT:

Brian Walker 916-746-1349 [email protected]

6.15. Opposition to the Release of a Sexually Violent Predator Memo from Deputy City Attorney Travis Cochran and Roseville Police Chief Troy Bergstrom recommending the City Council adopt RESOLUTION NO. 23- 346

OF THE CITY COUNCIL OF THE CITY OF ROSEVILLE OPPOSING

THE RELEASE OF A SEXUALLY VIOLENT PREDATOR INTO THE
INCORPORATED AREAS OF SOUTH PLACER COUNTY.

Staff
recommends that the City Council adopt a resolution opposing the release of William Stephenson, a Sexually Violent Predator, into the incorporated areas of South Placer County, and approving a letter to be sent to Liberty Healthcare for submission to the Department of State Hospitals and the Placer County Superior Court. There is no fiscal impact associated with this action.

CC #:
2884
File #:
0323
CONTACT:

Troy Bergstrom 916-774-5058 [email protected]
Travis Cochran 916-774-5325 [email protected]

6.16. 2021 General Fund Arterial Resurfacing Project - Notice of Completion Memo from Assistant Engineer Joe Arino and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 23-328 ACCEPTING THE PUBLIC WORK KNOWN AS THE 2021 GENERAL

FUND ARTERIAL RESURFACING PROJECT, APPROVING THE
“NOTICE OF COMPLETION”, AND AUTHORIZING THE PUBLIC

WORKS DIRECTOR TO EXECUTE SAID NOTICE ON BEHALF OF THE
CITY OF ROSEVILLE. Staff requests Council approve the 2021 General Fund Arterial Resurfacing Project as complete and adopt a resolution authorizing the Public Works Director to execute the Notice of Completion. The project resurfaced various City arterial streets including Douglas, South Cirby, Cirby, Rocky Ridge, Old Auburn, and Pleasant Grove. The project was funded with General Fund and Highway Users Tax Fund resources.

CC #:
2853
File #:
0900-04-01
CONTACT:

Joe Arino 916-774-5464 [email protected]

6.17. Community Facilities District No. 4 (Public Services), Annexation No. 9 (1028 Main Street Subdivision) - Intention to Annex Territory Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-344 OF INTENTION TO ANNEX TERRITORY TO

COMMUNITY FACILITIES DISTRICT AND TO AUTHORIZE THE LEVY OF SPECIAL TAXES THEREIN CITY OF ROSEVILLE Community Facilities District No. 4 (Public Services) Annexation No. 9 (1028 Main Street Subdivision). Staff requests Council adopt a Resolution of Intention to Annex Territory to Community Facilities District No. 4 (Public Services) and to Authorize the Levy of Special Taxes Therein, and set Wednesday, September 20, 2023 at 6:00 p.m., in the Roseville Civic Center, Council Chambers at 311 Vernon Street, Roseville, California, as the time and place to conduct a public hearing. On March 23, 2023, the Planning Commission approved the developer's request for a Tentative Subdivision Map to subdivide a 2.5-acre parcel into ten (10) single family residential lots. Per the conditions of approval, the subject property shall be annexed into the existing infill Community Facilities District No. 4 (Public Services) prior to approval of the Final Parcel Map, for the purpose of covering the costs of the ongoing maintenance obligations. The annexation of property into Community Facilities District No. 4 (Public Services) will not impact the City's General Fund.

CC #:
2880
File #:
0400-09-01
CONTACT:

Jeannine Thrash 916-774-5473 [email protected]
Dennis Kauffman 916-774-5313 [email protected]

6.18. Utility Self Service Web Portal and Mobile App - Professional Services Agreement
Memo from Electric Utility Billing Operations Manager Andrea Blomquist and Electric Utility Director Daniel Beans recommending the City Council adopt RESOLUTION NO. 23-335 APPROVING A PROFESSIONAL SERVICES

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND E

SOURCE COMPANIES, LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of a professional services agreement with E Source Companies, LLC for consulting services. The total cost of the agreement is $225,050. Funding is included in the Utility Billing - Customer Self-Service Web Portal and Mobile App Project budget in the Electric, Water Rehabilitation, Waste Services Rehabilitation and Wastewater Rehabilitation funds. The recommendation has no impact to the General Fund.

CC #:
2865
File #:
0800-03
CONTACT:

Andrea Blomquist 916-774-5317 [email protected]

6.19. Sierra Vista Specific Plan Parcel WB-52 Park Abandonment Memo from Planning Manager Greg Bitter and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 23-334

OF THE CITY COUNCIL OF THE CITY OF ROSEVILLE DECLARING

ITS INTENTION TO ABANDON SIERRA VISTA SPECIFIC PLAN
PARCEL WB-52 AS A CITY PARK AND SETTING A PUBLIC HEARING FOR SEPTEMBER 20, 2023.

Staff requests Council declare its intention to
abandon Sierra Vista Specific Plan (in the Westbrook area) Parcel WB-52 as a City Park and setting a public hearing for September 20, 2023.

This begins the process
of abandoning Sierra Vista Specific Plan Parcel WB-52 as a City park. There are no direct impacts to the General Fund as a result of this item.

CC #:
2863
File #:
0704 & 1001
CONTACT:

Greg Bitter 916-774-5294 [email protected]

Ordinances (for introduction and adoption - appropriation/urgency measures)

6.20. Council Discretionary Funds - Budget Adjustment
Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos recommending that the City Council adopt ORDINANCE NO. 6700 OF THE

COUNCIL OF THE CITY OF ROSEVILLE AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2023-24 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE.

Staff requests Council adopt an ordinance
approving a budget adjustment in the amount of $19,322 to carry forward $4,322 of unspent FY2022-23 Discretionary Funds for use in FY2023-24 and to appropriate $15,000 of the annual earnings from the Citizen's Benefit Fund for the FY2023-24 allocation to the City Council Discretionary
Funds. There is no fiscal impact to the
City’s General Fund.

CC #:
2856
File #:
0102-04 & 0201-01
CONTACT:

Melissa Lipp 916-774-5268 [email protected]

6.21. Traffic Signal Maintenance Shop Tenant Improvement - Design-Assist Construction Agreement and Budget Adjustment
Memo from Project Coordinator Rebecca McCoy and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 23-341 APPROVING A DESIGN-ASSIST CONSTRUCTION
AGREEMENT, BY AND BETWEEN CARTER/KELLY, INC., AND THE

CITY OF ROSEVILLE, AND AUTHORIZING THE CITY MANAGER TO

EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
; and adopt
ORDINANCE NO. 6703 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2023-24 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a design-assist construction agreement with Carter/Kelly, Inc. for the Traffic Signal Maintenance Shop Tenant Improvement Project . The total
project cost is approximately $1.7 million with a change order authority as needed up to 10% of the project. An additional $513,000 is needed to fully fund project construction. The recommended budget adjustment is for $235,000 from the Traffic Mitigation Fee Fund, $20,000 from the Transit Fund, and $258,000 from the Electric Fund for all demolition, construction, inspection and staff time. No General Fund resources will be used.

CC #:
2876
File #:
0900-04-03 & 0201-01
CONTACT:

Rebecca McCoy 916-774-5706 [email protected]

6.22. Staffing and Salary Updates
Memo from Human Resources Manager Linda Hampton and Human Resources Director Stacey Peterson recommending the City Council adopt ORDINANCE NO. 6701

THE COUNCIL OF THE CITY OF ROSEVILLE

AMENDING
ORDINANCE NO. 6694, THE SALARY ORDINANCE FOR
MANAGEMENT EMPLOYEES, AS AMENDED BY APPENDIX “I” TO BE

EFFECTIVE
AUGUST 26, 2023, AS AN URGENCY MEASURE; and adopt
ORDINANCE NO. 6702 OF THE COUNCIL OF THE CITY OF
ROSEVILLE AMENDING ORDINANCE NO. 6696, THE SALARY

ORDINANCE FOR SEASONAL/TEMPORARY EMPLOYEES, AS
AMENDED BY APPENDIX “R” TO BE EFFECTIVE AUGUST 26, 2023, AS AN URGENCY MEASURE.

Staff requests that Council approve the A & B
Management salary schedules to reflect the addition of Police Social Services Supervisor. Approval is also requested for the Temporary salary schedule reflecting the addition of Community Outreach Specialist; a wage adjustment and title change for Reserve Police Officer I; and the deletion of Police Reserve Officer I. Staff also requests Council approve the reclassification of one vacant Youth Development Program Coordinator and one vacant Parks, Recreation and Libraries Coordinator position to two Child Care Site Coordinator positions; the reclassification of a Development Technician to an Administrative Technician; and the addition of a Police Social Services Supervisor position.

For the remainder of FY2023-24, the
impact is as follows: (1) Environmental Utilities operating funds - $2,693, (2) Youth Development Fund – savings of $21,075, and (3) General Fund - $155,474, which was included in the FY2023-24 budget. All other changes will be absorbed, so no budget adjustments are requested.

CC #:
2875
File #:
0600-01
CONTACT:

Linda Hampton 916-774-5215 [email protected]

Ordinances (for second reading and adoption)

6.23. Second Reading- Roseville Municipal Code Amendment to Employees Annual Charitable Hearts Fund
ORDINANCE NO. 6704 AMENDING SECTION 4.07.030 OF CHAPTER

4.07 OF TITLE 4 OF THE ROSEVILLE MUNICIPAL CODE REGARDING EMPLOYEES ANNUAL CHARITABLE HEARTS FUND, for second reading and adoption.

CC #:
2882
File #:
0216-02
CONTACT:

Tobi Thomas 916-746-1368 [email protected]

Reports / Requests

6.24. Out-of-Country Travel - Factory Automation Testing of Ultraviolet Disinfection System
Memo from Environmental Utility Preventative Maintenance Supervisor Jeremy Snyder and Environmental Utilities Director Richard Plecker recommending the City Council approve an out-of-country travel request for three Environmental Utilities Department maintenance personnel to attend factory automation testing at the ultraviolet disinfection equipment manufacturer, Trojan Technologies, in London, Ontario, Canada. This travel is in preparation for the construction of the City’s Ultraviolet Disinfection System Addition Project at the Pleasant Grove Wastewater Treatment Plant. The cost for travel and lodging for staff to witness this testing is estimated to be $8,250. This cost will be funded by the Pleasant Grove Wastewater Treatment Plant Ultraviolet Disinfection System Addition Project, which is funded by the South Placer Wastewater Authority.

CC #:
2867
File #:
0600-02
CONTACT:

Jeremy Snyder 916-413-9236 [email protected]

6.25. Out-of-Country Travel - Sacramento Metropolitan Chamber of Commerce Annual Study Mission Delegation
Memo from Economic Development Manager Wayne Wiley and Economic Development Director Melissa Anguiano recommending the City Council approve one Economic Development Department staff member to attend out- of-country travel for the Sacramento Metropolitan Chamber of Commerce Study Mission in Toronto, Canada in September 2023. This year’s delegation of civic, business and elected leaders will learn from Toronto’s unique approach to revitalizing and strengthening community through the integration of economic growth, community development, health and culture. The cost of event registration, airfare, lodging, and per diem will total approximately $4,400. Funds are available within the Economic Development Department FY2023-24 budget in the General Fund.

CC #:
2868
File #:
0600-02
CONTACT:

Wayne Wiley 916-774-5286 [email protected]

6.26. Response to 2022-2023 Grand Jury Final Report: Spending on Homelessness Within Placer County
Memo from Assistant City Manager Dion Louthan and City Manager Dominick Casey recommending the City Council adopt RESOLUTION NO. 23-340

AUTHORIZING THE MAYOR TO EXECUTE THE RESPONSE TO THE
2022-23 GRAND JURY FINAL REPORT ON BEHALF OF THE CITY OF ROSEVILLE.

Staff requests Council approve a response to the Placer County Grand Jury’s 2022-23 Final Report: Spending on Homelessness Within Placer County, which was issued on June 27, 2023. The report included five (5) findings and two (2) recommendations, based on the Grand Jury’s investigations, as required by law. Of the two (2) recommendations, the Roseville City Council was directed to provide a response to recommendation #2 only. Upon approval by the City Council, the response will be provided to the Presiding Judge of the Placer County Superior Court and to the Placer County Grand Jury. There is no fiscal impact associated with this particular request.

CC #:
2874
File #:
0106-02
CONTACT:

Dion Louthan 916-774-5362 [email protected]

6.27. League of California Cities Annual Conference 2023 – Designation of Voting Delegate
Memo from Government Relations Administrator Mark Wolinski and Deputy City Manager Megan Scheid recommending the City Council
appoint
Councilmember Scott Alvord as the voting delegate and Scott Pettingell, Assistant Finance Director, as the alternate voting delegate to the League of California Cities business meeting of the General Assembly.

The League of
California Cities Annual Conference is being held September 20-22, 2023 in Sacramento. The annual business meeting will be held on Friday, September 22, 2023, when the membership takes action on resolutions that establish League policy.

CC #:
2866
File #:
0106-04
CONTACT:

Mark Wolinski 916-774-5179 [email protected]

END OF CONSENT CALENDAR

7. SPECIAL REQUESTS/REPORTS/PRESENTATION

7.1. Pleasant Grove Boulevard Widening Project - Adoption of Subsequent Initial Study/Mitigated Negative Declaration, Adoption of the Mitigation Monitoring and Reporting Program, Project Approval, Approval of Plans and Specifications, and Authorization to Call for Bids
Memo from Associate Engineer Jesse Khatkar and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 23-345 ADOPTING THE INITIAL STUDY/MITIGATED NEGATIVE

DECLARATION AND THE MITIGATION MONITORING AND

REPORTING PROGRAM FOR THE PLEASANT GROVE BOULEVARD
WIDENING PROJECT. Staff requests Council adopt a resolution adopting the Subsequent Initial Study/Mitigated Negative Declaration and the Mitigation Monitoring and Reporting Program for the Pleasant Grove Boulevard Widening Project; and approve the project as described therein; and approve the plans and specifications; and authorize staff to call for bids.

The project scope
includes
widening Pleasant Grove Boulevard from four to six travel lanes from Woodcreek Oaks Boulevard to Foothills Boulevard and modification to various underground and traffic signal infrastructure to support the widening, all of which will be funded with developer-paid traffic mitigation fee funds. The project also includes the i
nstallation of various underground infrastructure to support the planned Misty Wood Aquifer Storage and Recovery Well Site (future Environmental Utilities Department project) and p
avement rehabilitation of the roadway segment, all of
which will be funded with Water Construction Funds
and State G
as Tax funds.

No
General Fund resources will be used for the project.

CC #:
2881
File #:
0900-04-02 & 0400-06-02
CONTACT:

Jesse Khatkar 916-774-5434 [email protected]

7.2. Council Discretionary Funds - The Gathering Inn
Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos recommending the City Council consider a request for sponsorship from Council Discretionary Funds for The Gathering Inn for their fourth annual "Gathering for Hope" event on November 17, 2023 in the amount of $3,000.

The Gathering Inn is a multi-faceted, multi-location agency serving over 200 homeless men, women, and children every day in Placer County. There is no fiscal impact to the City’s General Fund.

CC #:
2857
File #:
0102-04
CONTACT:

Melissa Lipp 916-774-5268 [email protected]

7.3. Exploratory Work Experience Education Program - Cooperative Vocational Education Agreement
Memo from Human Resources Intern Iulia Tarasova and Human Resources Director Stacey Peterson recommending the City Council adopt RESOLUTION NO. 23-339 APPROVING A COOPERATIVE

VOCATIONAL EDUCATION AGREEMENT, BY AND BETWEEN THE

CITY OF ROSEVILLE AND ROSEVILLE JOINT UNION HIGH SCHOOL

DISTRICT, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council adopt a
resolution authorizing the City Manager to execute a Cooperative Vocational Education Agreement with Roseville Joint Union High School District (RJUHSD).

RJUHSD coordinates Exploratory Work Experience Education (EWEE) programs for students to sample a variety of job opportunities to determine their interest and suitability for the occupation they are exploring. Unpaid internship opportunities provide students valuable, hands-on work experience and creates interest in future public sector employment to make an impact in their own community. By execution of this agreement, the City of Roseville would provide the EWEE students internship learning opportunities and oversight. There is no fiscal impact to the City.

CC #:
2873
File #:
0600
CONTACT:

Iulia Tarasova 916-774-5292 [email protected]

8. APPOINTMENTS

8.1. Board of Appeals and Local Sales Tax Citizens' Oversight Committee - Unscheduled Vacancy Appointments
Memo from City Clerk Technician Katrina Six and City Clerk Carmen Avalos recommending the City Council appoint one (1) individual to the Board of Appeals to a term expiring December 31, 2026 from the applications received from: Bob Bettencourt, Eric Rude, Sherry Rutledge, Louise Santiago, Robert Schmitt, and Patrick Vitalone; and appoint three (3) individuals to the Local Sales Tax Citizens' Oversight Committee to terms expiring June 30, 2027 from the applications received from Bob Bettencourt, Brian Boyd, Jordan Bunnell, Kathryn Kitchell, and Robert Schmitt.

CC #:
2878
File #:
0103 & 0103-41-03 & 0103-22
CONTACT:

Katrina Six 916-774-5267 [email protected]

9. PUBLIC HEARING

NOTICE TO THE PUBLIC
City Council, when considering the matter scheduled for hearing, will take the following actions:

1. 2.

3. 4.

5. 6.

7. 8.

Open the Public Hearing
Presentation by Staff
Presentation by applicant or Appellant
Accept Public Testimony
Appellant or Applicant Rebuttal Period
Close the Public Hearing
City Council Comments and Questions
City Council Action

In the future, if you wish to challenge in court any of the matters on this agenda for which a public hearing is to be conducted, you may be limited to raising only those issues, which you, or someone else raised orally at the Public Hearing or in written correspondence received by the City on or before the hearing.

Public Hearings listed for continuance will be continued as noted and posting of this agenda serves as notice of continuation.

9.1. Sierra Vista Specific Plan Parcel KT-41A & KT-41B (6000 Baseline Road) Erickson Senior Living – Development Agreement Amendment, Major Project Permit Stage 1, Major Project Permit Stage 2, and Lot Line Adjustment Memo from Associate Planner Sean Morales and Development Services Director Mike Isom recommending the City Council adopt the five (5) findings of fact and introduce for first reading an ORDINANCE OF THE COUNCIL OF

THE CITY OF ROSEVILLE ADOPTING A THIRD AMENDMENT OF THE

DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF

ROSEVILLE AND KV SIERRA VISTA, LLC RELATIVE TO THE SIERRA

VISTA SPECIFIC PLAN AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. The proposed project will facilitate the development of a 2.1 million square-foot continuing care retirement community, consisting of approximately 1,200 independent living units, 40 skilled nursing beds, and 200 assisted living/memory care beds. The project entitlements include a Major Project Permit Stage 1 to review the site plan, a Major Project Permit Stage 2 to review the building elevations for Phase 1 of the project, a Development Agreement Amendment and a Lot Line Adjustment. The project is not anticipated to result in any negative impacts to the City’s General Fund. The project will generate construction jobs.

CC #:
2881
File #:
0400-04-12-1 & 0400-07-01
CONTACT:

Sean Morales 916-774-5282 [email protected]

9.2. Infill Parcel 175 Rezone
Memo from Associate Planner Shelby Maples and Development Services Director Mike Isom recommending the City Council consider the Infill Parcel 175 – Bee Shine Carwash Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program and introduce for first reading an

ORDINANCE OF THE CITY COUNCIL OF ROSEVILLE AMENDING
ZONING ORDINANCE NO. 5428 OF THE CITY OF ROSEVILLE

CHANGING THE ZONING OF CERTAIN REAL PROPERTY LOCATED
WITHIN THE CITY OF ROSEVILLE. The proposed project includes a rezone to modify the zoning of 1.23 acres on Infill Parcel 175 from Neighborhood Commercial to Community Commercial. The rezone will allow for the development
of an approximately 4,542 square foot carwash facility with vacuum stalls, parking, and other site improvements. Application costs were borne by the applicant, and the project is required to pay all applicable impact fees. The project is not anticipated to result in negative impacts to the City’s General Fund.

CC #:
2859
File #:
0400-02 & 0400-06-02
CONTACT:

Shelby Maples 916-746-1347 [email protected]

10. COUNCIL REPORTS / PUBLIC COMMENTS

11. ADJOURNMENT

COUNCIL COMMUNICATION
CC #:
2883
File #:
0102-03
Title:

Minutes of Prior Meetings
Contact:

Melissa Lipp 916-774-5286 [email protected]

Meeting Date: 8/16/2023
Item #: 6.1.

RECOMMENDATION TO COUNCIL
Approve the minutes of the July 19, 2023 City Council meeting, August 2, 2023 City Council Closed Session and August 2, 2023 City Council meeting.

BACKGROUND
Not applicable.

FISCAL IMPACT
There is no fiscal impact associated with this request.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The City Council minutes are not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy

Respectfully Submitted,
Melissa Lipp, City Clerk Technician
Carmen Avalos, City Clerk

_____________________________
Dominick Casey, City Manager

ATTACHMENTS:

Description
July 19, 2023

COUNCIL COMMUNICATION
CC #:
2864
File #:
0900-04-02 & 0900-04-03
Title:

Traffic Signal and Roadway Improvements for Roseville Soccer Complex Project - Approve Plans and Specifications and Authorize Staff to Call for Bids Contact:

Brian Gulewich 916-746-1300 [email protected]

Meeting Date: 8/16/2023
Item #: 6.2.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the plans and specifications for the Traffic Signal and Roadway Improvements for Roseville Soccer Complex Project and authorize staff to call for bids.

BACKGROUND
The City’s Parks, Recreations, and Libraries Department (PRL) solicited a traffic study for the development of the Roseville Soccer Complex Project. The study identified the need to construct four new traffic signals that are a part of the City’s Capital Improvement Program (CIP) prior to the park opening.

The traffic signals are located at Blue Oaks Blvd and Hayden Parkway; Blue Oaks Blvd and Westbrook Blvd; Westbrook Blvd and Brookstone Drive (N); and Westbrook Blvd and Brookstone Drive (S). The traffic study also identified the need to add left turn pockets into the Soccer Complex (within the existing medians on Westbrook Blvd) and the western leg of each of the signals on Brookstone (N) and Brookstone (S) to serve the Soccer Complex directly.

Staff has completed the design of the project, which includes the improvements noted above, as well as the widening of Blue Oaks Blvd to the ultimate roadway width at the new traffic signal locations (to prevent any throwaway traffic signal improvements). Plans and Specifications for the project are attached.

The goal of this project is to have all CIP and Soccer Complex development required improvements completed prior to the opening of the Roseville Soccer Complex (estimated late 2025).

The project is expected to begin in the fall of 2023 and be completed by the fall of 2024.

PUBLIC OUTREACH
Public Works staff will be working closely with the City's Public Affairs and Communications team to keep the community informed of any traffic impacts during the construction phase of the project.

FISCAL IMPACT
The total construction cost is estimated to be $8.3 million. All eligible signal and roadway improvements will be funded with Traffic Mitigation Fee funds (TMF). The Roseville Soccer Complex obligations are not a part of the City’s CIP and will be covered using General Fund resources. In addition, some utility work included in the project will be funded with Blue Oaks Blvd. Fee funds. Staff will return to Council with a recommended budget adjustment outlining the specific funding amounts with the recommendation to award project construction. In an attempt to preserve TMF for other ongoing priority projects, $3,217,833 of the TMF obligation for this project was provided by an interfund loan from the General Fund Capital Reserve Fund (approved by Council on June 21, 2023). The 1.5% interest loan will be paid back over 20 years, beginning on June 30, 2024.

ENVIRONMENTAL REVIEW
Development of the Traffic Signal and Roadway Improvements for Citywide Soccer Complex Project was previously evaluated in the West Roseville Specific Plan and Sphere of Influence Amendment EIR (February 14, 2004) (SCH: 2002082057), and identified in the associated the City of Roseville Regional Sports Complex: Subsequent Initial Study/Mitigated Negative Declaration (Adopted August 17, 2022). Based on the results of the subsequent initial study, construction of the Traffic Signal and Roadway Improvements for the Citywide Soccer Complex Project is found to be within the scope of the project covered by the West Roseville Specific Plan and Sphere of Influence Amendment EIR. As discussed in the West Roseville Specific Plan and Sphere of Influence Amendment EIR, the EIR provides environmental analyses of community infrastructure and facilities, including parks, pedestrian bridges, and bike trails, to the extent applicable. Because the project is consistent with the West Roseville Specific Plan and Sphere of Influence Amendment Final EIR and City of Roseville Regional Sports Complex: Subsequent Initial Study/Mitigated Negative Declaration, no new effects would be expected to occur and all applicable mitigation measures from the West Roseville Specific Plan and Sphere of Influence Amendment EIR and City of Roseville Regional Sports Complex: Subsequent Initial Study/Mitigated Negative Declaration will be implemented during the design and construction of the Traffic Signal and Roadway Improvements for Citywide Soccer Complex Project. Because the proposed project meets the requirements identified in Section 15183 of the State CEQA Guidelines, no additional CEQA review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F – Invest in Well-Planned Infrastructure and Growth

Respectfully Submitted,
Brian Gulewich, Assistant Engineer
Jason Shykowski, Public Works Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Project Manual - Roseville Soccer Complex Intersection Improvements Plans - Pages 1-20 - Roseville Soccer Complex Intersection Improvements Plans - Pages 21-39 - Roseville Soccer Complex Intersection Improvements Streets & Bridges
Project Manual

Name of project:

Traffic Signal and Roadway Improvements for Citywide Soccer Complex Project

Department:

Public Works—Engineering

[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

TABLE OF CONTENTS

Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
Standard Construction Specifications SCS
Assembly Bill No. 626 AB 626
Special Provisions (if applicable) SP
Construction Details CD

NTC - 1
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CITY OF ROSEVILLE

DEPARTMENT OF PUBLIC WORKS
Name of Project: TRAFFIC SINGAL AND ROADWAY IMPROVEMENTS FOR CITYWIDE

SOCCER COMPLEX PROJECT
City of Roseville Contract: 500317

NOTICE TO CONTRACTORS

NOTICE IS HEREBY GIVEN THAT sealed Proposal will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until Tuesday, September 12th, 2023 at 3:00 p.m. Late proposals will be rejected. No exceptions.

The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on Tuesday, September 12th, 2023 at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project: TRAFFIC

SINGAL AND ROADWAY IMPROVEMENTS FOR CITYWIDE SOCCER COMPLEX PROJECT.

A pre-bid meeting will be held at NOT APPLICABLE.

A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.

Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all NTC - 2
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addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:

TRAFFIC SINGAL AND ROADWAY IMPROVEMENTS FOR CITYWIDE SOCCER

COMPLEX PROJECT
(Name of Bidder)
(Address of Bidder)

Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.

To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized NTC - 3
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representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.

Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.

The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.

The City has determined that the Contractor shall possess a valid CLASS A, GENERAL ENGINEERING CONTRACTOR’S LICENSE at the time that the bid is submitted, as well as any other license classification as may be required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing NTC - 4
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such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.

The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 7 “Legal Relations and Responsibility” of the Standard Construction Specifications.

Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

NTC - 5
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All questions prior to the deadline for bid submissions shall be directed to the attention of BRIAN GULEWICH, ASSISTANT ENGINEER via PUBLIC PURCHASE. The deadline for submissions of questions and clarifications regarding the Contract Documents is FIVE (5) calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding.

___________________________________
City Clerk, City of Roseville

Dated: _____________________________
Published: ________________________
INT - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in Standard Construction Specifications Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site INT - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.

INT - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.

Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.

The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.

All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.

The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of INT - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.

No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of one- half of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions.

INT - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.

All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.

All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.

Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP- 11).
2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any INT - 6
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.

A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit firm unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.

The City may correct any mathematical errors apparent on the face of the bid.

The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.

Amounts for Allowance bid items must be entered in the exact amount in the Amount column.

INT - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The prices included within the Schedule of Bid Prices shall include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.

The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.

Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the Standard Construction Specifications, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.

Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.

Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.

The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.

The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work INT - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] under a bid item will be performed during the course of the Project or that the Work will be performed at the quantities included in the Schedule of Bid Prices. As provided in the Standard Construction Specifications, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.

The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.

INT - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.

INT - 10
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.

INT - 11
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.

INT - 12
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.

INT - 13
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.

Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.

All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the Standard Construction Specifications, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the Standard Construction Specifications. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance INT - 14
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.

If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to INT - 15
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.

INT - 16
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

PROP - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________

Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.

The Notice to Contractors, Instructions to Bidders, Form of Agreement, Standard Specifications, Standard Construction Specifications, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.

The work to be done is described in the Bidding Documents entitled _______________ ____________________________________________________, City of Roseville, California.

This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.

PROP - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that the Bidder has carefully examined the location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE).

Bids are required for all Bid Items. The amount of the Bid for comparison purposes will be the total of all items awarded.

The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment,

PROP - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance with the Contract Documents.

Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________

If SOLE OWNER, execute here:

I sign as sole owner of the business named above:
_____________________________________________________________________________

If PARTNERSHIP, one or more partners sign here:

The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________

PROP - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] If CORPORATION, execute here:

Corporate Name: _______________________________________ Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:

By
Signature of Authorized Official*

Title

Typewritten or Printed Name

By
Signature of Authorized Official*

Title

Typewritten or Printed Name

If JOINT VENTURE, execute here:

Joint Venture name composed of:

The undersigned certify that they sign this bid with the full and proper authorization so to do:

Signature of Authorized Official*

Title

Typewritten or Printed Name

Signature of Authorized Official*

Title

Typewritten or Printed Name

*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is

PROP - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).

[LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]

PROP - 6
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

LIST OF SUBCONTRACTORS

Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUB-
CONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS
(CITY, STATE)

PROP - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)

TO: City Council
City of Roseville

I am aware of the provisions of Section 3700 of the Labor Code 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 I will comply with such provisions before commencing the performance of the work of this Contract.

_________________________________
_________________________________
(Signature of Bidder)

_________________________________
_________________________________
Business Address

_________________________________
Telephone

PROP - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] BIDDER’S BOND
City Council of the City of Roseville

KNOW ALL MEN BY THESE PRESENTS:

That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR

(Copy here the exact title of work as it appears on the Proposal.) PR
OP - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] N
OW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _____ day of _____________________, 20___.
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Principal
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Surety
__________________________________
__________________________________
Business Address
NOTE: To be considered complete, both the Principal and the Surety must sign this Bidder’s Bond. In addition, signatures of those executing for the Surety must be properly acknowledged.

PROJECT:

ITEM
NO. * ITEM UNIT ESTIMATED

QUANTITY ITEM PRICE SUBTOTAL
1 MOBILIZATION (5%) 1 LS $ $
2 CONSTRUCTION STAKING 1 LS $ $
3 TRAFFIC CONTROL SYSTEM 1 LS $ $
4 CLEARING AND GRUBBING 1 LS $ $
5 CONSTRUCTION AREA SIGNS 1 LS $ $
6 PREPARE AND IMPLEMENT SWPPP 1 LS $ $
7 JOB SITE MANAGEMENT 1 LS $ $
8 MONUMENT PRESERVATION 1 LS $ $
9 REMOVE EXISTING STRIPING 1 LS $ $
10 REMOVE EXISTING PAVEMENT MARKING 2,866 SF $ $
11 REMOVE EXISTING MEDIAN CURB 827 LF $ $
12 REMOVE FLEXIBLE BOLLARD 33 EA $ $
13 ROADWAY EXCAVATION (F) 6,317 CY $ $
14 HOT MIX ASPHALT (TYPE A) 9,080 TON $ $
15 AGGREGATE BASE (CLASS II) 8,024 CY $ $
16 LIME TREATED SUBBASE 23,349 SY $ $
17 PLACE MICROSURFACING (TYPE II) 26,927 SY $ $
18 AGGREGATE (TYPE II, MICROSURFACE) 229 TON $ $
19 MICROSURFACING EMULSION 9,155 GAL $ $
20 MINOR CONCRETE (TYPE 1 BARRIER CURB) 3,264 LF $ $ CONTRACTOR:

SCHEDULE OF BID ITEMS

ROADWAY
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(1 of 3)
21 MINOR CONCRETE (TYPE 2 BARRIER CURB) 2,303 LF $ $ 22 MINOR CONCRETE (CURB & GUTTER (TYPE 2)) 228 LF $ $ 23 MINOR CONCRETE (BUS PAD) 4,922 SF $ $
24 MINOR CONCRETE (BUS TURN OUT CURB) 483 LF $ $
25 MINOR CONCRETE (SIDEWALK) 6,338 SF $ $
26 MINOR CONCRETE (HARDSCAPE) 1,320 SF $ $
27 LANE LINE - DETAIL 13 10,499 LF $ $
28 LEFT EDGE LINE - DETAIL 26 5,567 LF $ $
29 MEDIAN ISLAND - DETAIL 30 10,861 LF $ $
30 THERMOPLASTIC TRAFFIC STRIPE - DETAIL 38 6,447 LF $ $ 31 THERMOPLASTIC TRAFFIC STRIPE - DETAIL 39 6,753 LF $ $ 32 THERMOPLASTIC TRAFFIC STRIPE - DETAIL 40 146 LF $ $ 33 WHITE THERMOPLASTIC PAVEMENT MARKING 3,210 SF $ $ 34 PEDESTRIAN BARRICADE 2 EA $ $
35 OBJECT MARKER (TYPE K-4) 6 EA $ $
36 RELOCATE ROADSIDE SIGN 2 EA $ $
37 INSTALL ROADSIDE SIGN 21 EA $ $
38 DRAINAGE INLET (TYPE C) 3 EA $ $
39 DRAINAGE INLET (TYPE F) 2 EA $ $
40 12" HDPE PIPE 150 LF $ $
41 ADJUST SDMH TO GRADE 5 EA $ $
42 REMOVE INLET 4 EA $ $
43 RELOCATE IRRIGATION VALVES 3 EA $ $

SIGNING AND STRIPING

DRAINAGE

UTILITIES
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(2 of 3)
44 ADJUST WATER VALVE TO GRADE 8 EA $ $
45 EXTEND WATER SERVICE LATERAL 49 LF $ $
46 INSTALL 24" HDPE (RECYCLED WATER MAIN) 823 LF $ $ 47 INSTALL 24" X 24" X 8" TEE (RECYCLED WATER) 1 EA $ $ 48 INSTALL 24" HDPE (POTABLE WATER MAIN) 558 LF $ $ 49 RELOCATE BLOW OFF VALVE (RECYCLED WATER) 1 EA $ $ 50 RELOCATE BLOW OFF VALVE (POTABLE WATER MAIN) 2 EA $ $ 51 INSTALL CP TEST STATION 1 EA $ $
52 INSTALL BLOW OFF 1 EA $ $
53 MODIFY STREET LIGHTING SYSTEM 1 LS $ $
54 FIBER OPTIC INTERCONNECT 1 LS $ $
55 INSTALL TRAFFIC SIGNAL (WESTBROOK AND BROOKSTONE - SOUTH) 1 LS $ $ 56 INSTALL TRAFFIC SIGNAL (WESTBROOK AND BROOKSTONE - NORTH) 1 LS $ $ 57 MODIFY TRAFFIC SIGNAL (BLUE OAKS AND WESTBROOK) 1 LS $ $ 58 MODIFY TRAFFIC SIGNAL (BLUE OAKS AND HAYDEN) 1 LS $ $ TOTAL (BID ITEMS #1 TO #58) $

SIGNALS AND ELECTRICAL
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(3 of 3)

PROP - 11
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID

The undersigned declares:

I am the _________________ of ______________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. The Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

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

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state].

____________________________________
(Signature of Declarant)

PROP - 12
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

DISQUALIFICATION QUESTIONNAIRE

The Bidder shall complete, under the penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes______ No______
If the answer is yes, explain the circumstances in the following space.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

PROP - 13
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

ACKNOWLEDGEMENT OF INSURANCE AND BOND REQUIREMENTS

Included in the Bid Price is full compensation for the requirements set forth in the INSURANCE BROKER INFORMATION PACKET of the Project Manual.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

PROP - 14
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

DISCLAIMER OF WARRANTIES AND ACCURACY OF DATA

Although soil and site investigation reports have been obtained from sources believed to be reliable, no warranty expressed or implied is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information contained therein. These reports are subject to change at any time, may be incomplete, and/or may contain errors. This information is provided for informational purposes only. The City of Roseville provides this information on an “as is” basis. Warranties of any kind, express or implied, or statutory, including but not limited to the implied warranties of merchantability, and fitness for a particular purpose ARE DISCLAIMED to any party viewing these documents or to any third party.

The City of Roseville does not accept and expressly disclaims liability to any party viewing such information, or to any third party whatsoever, for any loss, damage, or injury (including incidental or consequential damages) whether such loss, damage, or injury is the result of negligence, willful or intentional misconduct, or any other cause.

I have read and acknowledged the above disclaimer and agree to hold harmless the City of Roseville on any theory of liability for any loss, damage or injury whether in contract, strict liability or tort arising in any way out of the use or contents of the released information or documents described above or the performance of the work called for herein.

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone

PROP - 15
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END OF PROPOSAL

1 [L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

A G R E E M E N T

THIS AGREEMENT, is made and entered into this _____day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and

W I T N E S S E T H:

WHEREAS, the City Council of the CITY, at a meeting held on the _____day of __________________, 20_____, approved plans and specifications for the ________________ ____________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and

2 [L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.

2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including standard construction specifications, special provisions and construction details);
d. Bonds and insurance required by the specifications; and

3 [L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] e. This contract.

All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.

4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.

Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $________ per day as liquidated damages, in the event of such delay.

5. TIME OF COMPLETION. Time is of the essence of this Agreement.

CONTRACTOR shall complete all Work under the Contract Documents within _____ Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.

6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________

4 [L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.

8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.

10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.

11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.

12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.

14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE

5 [L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR (4) YEARS OF THE DATE OF THE ALLEGED VIOLATION. A

COMPLAINT REGARDING A LATENT ACT OR OMISISON PERTAINING TO STRUCUTRAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the _____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed.

CITY OF ROSEVILLE, a _______________________________ municipal corporation _______________________________

BY: _______________________________ BY: ______________________________ DOMINICK CASEY its: _______________________________
City Manager
and
ATTEST:

BY: ______________________________
its: _______________________________

BY: _______________________________

CARMEN AVALOS
City Clerk

6 [L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] APPROVED AS TO FORM:

BY: _______________________________

MICHELLE SHEIDENBERGER
City Attorney

APPROVED AS TO SUBSTANCE:

BY: _______________________________

JASON SHYKOWSKI
Public Works Director

[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________

NOTICE TO CONTRACTOR:

For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.)

Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid.

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TABLE OF CONTENTS

Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 7
Public Works Payment Bond INS 9

INS - 1
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NOTICE TO INSURANCE BROKER

Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.

The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.

This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.

Please refer to Special Provisions for modifications of the Standard Construction Specifications, if any, and the requirements of this insurance packet.

Please use the standard City of Roseville Bond Forms provided in this package.

The Bonds required must each be in the penal amount of: $______________________.

Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________

Insurance documents must be provided using one of the following methods:
a. By email to [email protected] and [email protected] b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods, please DO NOT send the insurance certificate(s) by mail.

When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.

Thank you.

INS - 2
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INSURANCE REQUIREMENTS

The following sections are quoted from the Standard Construction Specifications:
7-1.06 INSURANCE COVERAGE.

A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and

INS - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss.

INS - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the

INS - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

INS - 6
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6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

INS - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage

INS - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any 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 the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.

G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.

INS - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

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PUBLIC WORKS

FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________)

WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and

WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and

NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its 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, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.

As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________

[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.

No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:

1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.

2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.

SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.

No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

[SIGNATURES NEXT PAGE]

[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________

AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________

(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney

[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

PUBLIC WORKS

LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________)

WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and

WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and

NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.

This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Bond No. __________
Premium $_________

[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________

AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________

(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney

SCS – 1
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CITY OF ROSEVILLE

STANDARD CONSTRUCTION SPECIFICATIONS

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TABLE OF CONTENTS

Page
Adoption of State Specifications SCS 3

Section 1. General SCS 3

Section 2. Bidding SCS 5

Section 3. Contract Award and Execution SCS 9

Section 4. Scope of Work SCS 11

Section 5. Control of Work SCS 11

Section 6. Control of Materials SCS 18

Section 7. Legal Relations and Responsibility SCS 18

Section 8. Prosecution and Progress SCS 32

Section 9. Payment SCS 33

Section 14. Environmental Stewardship SCS 35

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ADOPTION OF STATE SPECIFICATIONS

1. The State of California Department of Transportation (“Caltrans”) Standard Specifications dated 2015, are hereby adopted as the Standard Specifications of the City of Roseville except insofar as they may be modified by these Standard Construction Specifications.

2. Except for Division 1, Section 2, numbering in these Standard Construction Specifications conforms to that in the Caltrans Standard Specifications. The existence of a section in these Standard Construction Specifications means that the corresponding section of the Standard Specifications is modified in some respect. Unless otherwise specified, the modified Standard Specification provisions are deleted entirely, and the provisions of these Standard Construction Specifications are substituted.

DIVISION 1. GENERAL PROVISIONS
SECTION 1. GENERAL

ACCEPTANCE. Shall mean the formal Acceptance by resolution of the Roseville City Council of an entire Contract which has been completed in all respects in accordance with the Plans and specifications and any modifications thereof previously approved, causing a notice of completion to be filed with the County Recorder.

ATTORNEY GENERAL. The City Attorney of the City of Roseville.

CITY ATTORNEY. The City Attorney of the City of Roseville.

CITY CLERK. Shall mean the City Clerk of the City of Roseville.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] DEPARTMENT. Shall mean the Department of Public Works of the City of Roseville, also referred to as the Department of Contract Administration. References made to the Department of Transportation otherwise shall mean the State of California Department of Transportation.

DIRECTOR. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.

ENGINEER. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.

ESTIMATED COST. The estimate prepared by the Public Works Director of quantities of work to be performed.

LIQUIDATED DAMAGE. The amount to be deducted from payments due or to become due to the Contractor for delay, as set forth in the Special Provisions.

PLANS. The official Project Plans, Standard Plans, Improvement Plans, Construction Standards, profiles, typical cross sections, general cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Director which show the location, character, dimensions and details of the work to be performed. All such documents are to be considered as a part of the Plans whether or not reproduced in the Special Provisions.

In the above definition, the following terms are defined as follows:
a. Standard Plans - The Standard Plans of the Department of Transportation of the State of California.
b. Project Plans - The Project Plans are specific details and dimension peculiar to the Work and supplemented by the Standard Plans, insofar as the same may apply.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] c. Construction Standards - The City of Roseville Design and Construction Standards.

STATE. Reference to the State or State of California shall mean City or City of Roseville unless the reference is to a law or regulation of the State, and reference to Sacramento shall mean Roseville unless otherwise noted.

SECTION 2. BIDDING
SECTION 2 SHALL BE DELETED IN ITS ENTIRETY AND REPLACED WITH THE FOLLOWING:

2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder a standard proposal form, which, when filled out and executed shall be submitted as its bid. Bids not presented on forms so furnished will be disregarded.

The proposal form is bound in a book together with the Notice to Contractors, special provisions, and Contract. The proposal shall set forth for each item of work, in clearly legible figures and words, an item price and a total for the item in the respective spaces provided, and shall be signed by the Bidder, who shall fill out all blanks in the proposal form as required therein.

All items shown on the schedule of bid items shall be properly filled in and shall include all costs of labor, materials, equipment, and State, Federal, or other taxes applicable to the transaction. The completed forms shall be without inter-lineations, erasures or alterations of any nature. If the proposal is made by an individual, his or her name and post office address must be shown; if made by a firm or partnership, the name and post office address of each member of the

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] firm or partnership must be shown; or if made by a corporation, the proposal shall show the name of the State under the laws of which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer of said corporation. If the proposal is signed by an agent, a “Power of Attorney” must be filed with the proposal.

The proposal shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a proposal, and identifying the project to which the proposal relates and the time and date of the bid opening therefor. Proposals which are not properly marked may be disregarded. Proposal forms shall be obtained from the Director of Public Works, City of Roseville, California. Proposal forms are not transferable. 2-1.02 REJECTION OF PROPOSALS AND DISQUALIFICATION OF
BIDDERS. Proposals may be rejected if they show any alterations of the forms, additions not called for, conditional bids, incomplete bids, erasures or irregularities of any kind. More than one proposal from an individual, firm, partnership, corporation or association under the same or different names, will not be considered. Reasonable grounds for believing that any Bidder is interested in more than one (1) proposal for the work contemplated, will cause the rejection of all proposals in which the Bidder is interested. The City reserves the right to reject any and all proposals.
2-1.03 PROPOSAL GUARANTY. All bids shall be presented under sealed cover and accompanied by one (1) of the following forms of Bidder's security. a. Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] b. The security shall be in an amount equal to at least ten percent (10%) of the bid amount. A bid will not be considered unless one (1) of the forms of Bidder's security is enclosed with it.
c. A Bidder's bond will not be accepted unless it conforms to a bond form approved by the City Attorney. Upon request “Bidder's Bond” forms may be obtained from the Department.
2-1.04 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the Director. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline for submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and City is under no obligation to return the bids.
2-1.05 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in his or her bid, the Bidder shall give the Department written notice within five (5) calendar days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City’s sole discretion. 2-1.06 PREVIOUS DISQUALIFICATION, REMOVAL OR OTHER
PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local project because of a violation of law or a safety regulation. 2-1.07 COMPETENCY OF BIDDERS. If two (2) or more prospective Bidders desire to bid jointly as a joint venture on a single project, they must file an affidavit of joint venture with the Bid on a form approved by the City Attorney, and such affidavit of joint venture will be valid only for the specific project for which it is filed. If such affidavit of joint venture is not filed as aforesaid and approved by the City Attorney prior to the time for awarding bids on the specific project for which it is submitted, a joint bid submitted by said Bidders will be disregarded. No bid will be accepted from or a Contract awarded to any Bidder to whom a proposal form has not been issued pursuant to Section 2-1.06. 2-1.08 GUARANTY AND WARRANTY. The Contractor shall guarantee and warrant all materials supplied as being fit for the purpose intended. The Contractor shall guarantee and warrant all work performed as having been accomplished in a proper and workman-like manner. The guarantee and warranty required by this section shall continue for a period of one (1) year after Acceptance of the Work.

Should any failure of the work occur within a period of one (1) year, after Acceptance of the project by the City Council due to faulty materials, poor workmanship, or defective equipment, the Contractor shall promptly make the needed repairs at his or her expense.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The City is hereby authorized to make such repairs if the Contractor fails to make or undertake with due diligence the aforesaid repairs within ten (10) calendar days after being given written notice of such failure; provided, however, that in case of emergency where in the opinion of the Engineer, providing a reasonable attempt has been made to notify the Contractor, delay would cause serious loss or damages, or a serious hazard to the public, the repairs may be made or lights, signs, and barricades erected without prior notice to the Contractor, and the Contractor shall pay the entire cost thereof. At the completion of the work the faithful performance bond may be reduced at the discretion of the City Council to not less than ten percent (10%) of the Contract price to cover said guarantee.

Additional guarantees or warranties may be required by the Special Provisions.

SECTION 3. CONTRACT AWARD AND EXECUTION

3-1.04 CONTRACT AWARD. The right is reserved to reject any and all proposals. The award of the Contract, if it be awarded, will be to the lowest responsible Bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within sixty (60) calendar days after the public opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, the Roseville City Council may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) calendar days after the public opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred and four (104) calendar days after public opening of the proposals. The above time periods within

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.

All bids will be compared on the basis of the Director's estimate of the quantities of work to be done.
3-1.05 CONTRACT BONDS. The successful Bidder, simultaneously with the execution of the Contract, will be required to furnish a payment bond in an amount equal to one hundred percent (100%) of the Contract price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract price; said bonds shall be in a form approved by the City Attorney and shall be secured by a surety company satisfactory to the City Attorney. If the Contract price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 3-1.18 CONTRACT EXECUTION. The Contract, in form and contents satisfactory to the City, shall be executed by the successful Bidder and returned, together with the Contract bonds and certificates of insurance within fifteen (15) calendar days after written notice that the Contract has been awarded, or as otherwise directed, in writing, by the City.

No proposal shall be considered binding upon the City until the execution of the Contract by the City.
3-1.20 FAILURE TO EXECUTE CONTRACT. Section 3-1.20, “Failure to Execute Contract” is added as follows:
“Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] and insurance as provided herein within fifteen (15) calendar days, or within a different timeframe specified by City in writing, after such Bidder has received notice that the Contract has been awarded to him or her, shall be just cause for the annulment of the award and the forfeiture of the Bidder’s security to the City as Liquidated Damages. The successful Bidder may file with the Roseville City Council a written notice, signed by the Bidder or his or her authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to him or her. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds and insurance within the time prescribed by Section 3-1.18.”

SECTION 4. SCOPE OF WORK

There are no amendments to the Standard Specifications.

SECTION 5. CONTROL OF WORK

5-1.02 CONTRACT COMPONENTS. These Standard Construction Specifications, the Standard Specifications, the Standard Plans, the Improvement Plans, Construction Standards, Project Plans, project Special Provisions (and any addenda), the Agreement, Contract Change Orders, and all supplementary documents are all essential parts of the Contract between Contractor and the City. A requirement occurring in one (1) is as binding

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] as though occurring in all. They are intended to be complementary, and to describe and provide for a complete work.

In resolving inconsistencies among two (2) or more sections of the Contract Documents, precedence shall be given in the following order:

A. Special Provisions
B. City of Roseville Standard Construction Specifications C. City of Roseville Design and Construction Standards
D. State Standard Specifications and Amendments to the State Standard Specifications, Standard Special Provisions, and Plans
E. Drawings
Should it appear that the work to be done or any of the matters relative thereto are not sufficiently detailed or explained in these specifications, the special provisions, or the Plans, the Contractor shall apply in writing to the Director for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of these specifications, the special provisions or the Plans, reference shall be made to the Director, whose decision thereon shall be final.

In the event of any discrepancy, between any drawing and the figures written thereon, the figures shall be taken as correct. Detail drawings shall prevail over general drawings. 5-1.20B(5) CITY OF ROSEVILLE ENCROACHMENT PERMITS. Section 5-

1.20B(5), “City of Roseville Encroachment Permits” is added as follows:
“The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director.”
5-1.20B(6) CITY OF ROSEVILLE BUSINESS LICENSE. Section 5-1.20B(6), “City of Roseville Business License” is added as follows:
“The Contractor shall obtain a business license from the City prior to commencing work.”
5-1.20B(7) OTHER PERMITS. Section 5-1.20B(7), “Other Permits” is added as follows:
“The Contractor in coordination with the Director shall procure any necessary permits which the City has not specifically mentioned as obtaining.” 5-1.31 JOB SITE APPEARANCE. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply:

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

The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in price paid for the various Contract items of work involved, and no additional compensation will be allowed therefore.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 5-1.38 MAINTENANCE AND PROTECTION RELIEF. Section 5-1.38 is deleted.
5-1.43 POTENTIAL CLAIMS AND DISPUTE RESOLUTION. Section 5-

1.43 is deleted in its entirety and replaced with the following:
5-1.43A NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to payment for any additional compensation for any act or failure to act by the City, including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless he or she shall have given the City due written Notice of Potential Claim as hereinafter specified.

The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within three (3) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.

If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit a complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) calendar days after such work is performed. Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.

If there is a dispute over any claim, the Contractor shall continue to work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be governed by all applicable provision of the Agreement.

The Contractor shall maintain cost records of all work that is the basis of any dispute. On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.

These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.

Each Contractor claim shall include full and complete information concerning the Claim.

Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.

The City will review any timely Notice of Potential Claim and supporting information submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.

If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these Standard Construction Specifications, including but not limited to Section 5-1.43B.

It is the intention of this Section 5-1.43A that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that he or she shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 5-1.43B CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) calendar days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time specified herein, such Claim shall be deemed rejected in its entirety.

Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) calendar days after the City issues its written statement.

If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor 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 City shall schedule a meet and confer conference within thirty (30) calendar days for settlement of the dispute.

Within ten (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 City shall provide the Contractor a written statement identifying the portion of the Claims that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claims shall be processed and made within sixty (60) calendar 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 City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (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

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall be responsible for 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 resolved in accordance with Section 9-1.22. 5-1.46 FINAL INSPECTION AND CONTRACT ACCEPTANCE. When the Director has made the final inspection and determines that the Contract work has been completed in all respects in accordance with the Plans and specifications, the Director will recommend that the Roseville City Council formally accept the work, and immediately upon and after such Acceptance by the City, the Contractor will be responsible for the work done for a period of one (1) year.

SECTION 6. CONTROL OF MATERIALS

6-1.03 LOCAL MATERIALS. Local material sites used by the Contractor shall be graded so that, at the time of final inspection of the Contract, they will drain and will blend in with the surrounding terrain.

SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

7-1.02K(2) WAGES. The provisions of paragraphs 1and 2 of Section 7-1.02K(2) of the Standard Specifications are amended to read as follows:
“Pursuant to the provisions of California Labor Code Section 1773, the City has identified the source, stated below, of the general prevailing rate of wages applicable to the

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

The wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm , and are incorporated herein as part of the Contract.

Pursuant to California Labor Code Section 1773.2, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.” 7-1.02K(6)(b) EXCAVATION SAFETY. For trenches or excavation five feet (5') or deeper, the Contractor shall obtain from the Division of Industrial Safety, a permit authorizing such construction.
7-1.02O VEHICLE CODE. Pursuant to the authority contained in Vehicle Code Section 591, the Department has determined that, within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Vehicle Code Divisions 11, 12, 13, 14, and 15. Attention is directed to the statement in Section 591 that this section shall not relieve the Contractor nor any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of equipment and the protection of the public from injury and damage from such equipment. 7-1.03 PUBLIC CONVENIENCE. Section 7-1.03 of the Standard Specifications is amended in part as follows:

1. Delete paragraph 10 (“Install signs, lights, flares . . .”) and substitute the following:

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] “In order to expedite the passage of public traffic through or around the work, the Contractor shall install signs, lights, flares, temporary railing (type K), barricades, and other facilities for the sole convenience and direction of public traffic as may be required.

Also, as may be required, the Contractor shall furnish competent flaggers whose sole duties shall consist of directing the movement of public traffic through or around the work. The cost of furnishing and installing such signs, lights, flares, temporary railing (type K), barricades, flaggers, and other facilities shall be included in the lump sum paid for traffic control and no additional compensation will be allowed therefor.

In addition to the requirements previously specified for furnishing facilities and flaggers to expedite the safe passage of the public through or around the work, the Contractor shall at his or her expense furnish and erect within or adjacent to the work such warning, regulatory, or guide signs, markers, or devices as are necessary.”

2. Add a paragraph at the end of the section to read as follows:
“In addition to the requirements hereinbefore specified for furnishing facilities and flaggers for expediting the passage of public traffic through or around the work, the Contractor shall furnish and erect, within or adjacent to the limits of the Contract, such warning, regulatory, and guide signs as may be required. The Contractor shall furnish, install and remove all such signs. Payment for furnishing, installing and removing all such signs shall be included in the lump sum price paid for traffic control and no additional compensation will be allowed therefor.”
7-1.04 PUBLIC SAFETY. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] shall have the authority and be solely and completely responsible for conditions on the job site, including safety of all persons and property during performance of the Work. Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce worksite safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all subcontractors adhere to the minimum CAL/OSHA safety requirements and that each subcontractor has an effective CAL/OSHA IIP (Illness and Injury Protection Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.

The services of the Director in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's Work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near the construction site. If a City employee observes a safety violation, the City employee will report the violation to the Contractor who is then responsible for assuring the violation is abated.

The Contractor is hereby informed that Work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous Work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to Work underground.

All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] of CAL/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by his or her operations.

In accordance with California Labor Code Section 6705, the Contractor shall submit to the City specific plans to show details of provisions for worker protection from caving ground.

This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's subcontractors. The detailed plan showing design of shoring, bracing, sloping or other provisions shall be prepared by a registered civil or structural engineer in the State of California as required. Acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and his or her registered engineer.

Notwithstanding any classifications relative to the Tunnel Safety Orders, Work within confined spaces on this project is subject to the definitions and applicable provisions of California Code of Regulations Section 8400 et seq., Title 8.

The Contractor shall so perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction. Contractors or subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Nothing in these Standard Construction Specifications is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor tight or explosion proof electrical installation is required by code, this shall be provided. In accordance with the provisions of Labor Code Section 6707, the Contractor shall provide adequate sheeting, shoring and bracing for employee protection, as provided in the proposal as separate Bid Items.
7-1.05 INDEMNIFICATION. The City of Roseville and its officers, agents, employees, and volunteers, including but not limited to the Director, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or any things used or employed in performing the work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, his or her workers, or anyone employed by the Contractor or his or her subcontractors.

The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the work or at any time before its completion and final Acceptance.

To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save harmless the City of Roseville and its officers, agents, employees, and volunteers from all claims, suits, or actions of every name, kind, and description, brought forth, or on account of, injuries to or death of any person including, but not

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] limited to, workers and the public, or damage to property resulting from the performance of the Contract, except as otherwise provided by statute.

The duty of the Contractor to defend, indemnify, and save harmless includes, but is not limited to, the duties to defend as set forth in Civil Code Section 2778. The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.

It is the intent of the parties that the Contractor will defend, indemnify, and hold harmless the City of Roseville, its officers, agents, employees, and volunteers from any and all claims, suits, or actions as set forth above regardless of existence or degree of fault or negligence, on the part of the City, the Contractor, the subcontractor or employee of any of these; except the duty does not apply where the injury or damage is due to the sole or active negligence or willful misconduct of the City.

The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.

In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages.

The retention of money due the Contractor shall be subject to the following:

A. The City will give the Contractor thirty (30) calendar days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.

B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 9-1.16F, “Retentions,” of the Standard Construction Specifications.

C. If the City had retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with the matter for which such retention was made, the City shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 7-1.06 INSURANCE COVERAGE. Section 7-1.06 Insurance in the Standard Specifications shall be deleted in its entirety and replaced with the following:

A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers'

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

5. Builder’s Risk/Course of Construction Insurance (If Required by Risk Management): The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any 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 the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.

G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

SECTION 8. PROSECUTION AND PROGRESS

8-1.04 START OF JOB SITE ACTIVITIES. The Contractor shall begin work by the date specified in the “Notice to Proceed” letter, and the Contractor shall thereafter diligently prosecute the work to completion.

The Contractor shall notify the Director, in writing, of his or her intent to commence work at least seventy-two (72) hours before work is begun. The notice shall specify the date on which the Contractor intends to begin work. If a project has more than one (1) location of work, a separate notice shall be given for each location.

Should the Contractor begin work in advance of issuance of a “Notice to Proceed,” any work performed in advance of such issuance shall be considered to have been done at Contractor's own risk and as a volunteer.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 9. PAYMENT

9-1.11C PAYMENT INCLUSIONS. The following is added to Section 9-1.11C Payment Inclusions:
“No additional compensation will be made to the Contractor for claims of increased overhead costs occurring within the originally specified construction Contract period plus any time extensions granted by Change Order. No compensation for extended performance will be granted unless the delay exceeds more than half of the float time available at the time of the delay.”
9-1.16E(4) STOP NOTICE WITHHOLDS. The City may, at its option and at any time, retain out of amounts due the Contractor, sums sufficient to cover claims (including costs and attorneys’ fees), filed pursuant to California Civil Code Section 9350 et seq. 9-1.16F RETENTIONS. The Department shall retain five percent (5%) of the Contract price as part security for the fulfillment of the Contract by the Contractor. 9-1.16G PAYMENT OF WITHHELD FUNDS. Section 9-1.16G, “Payment of Withheld Funds” is added as follows:
“Except as otherwise prohibited by law, the Contractor may elect to receive all payments due under the Contract pursuant to without any retention. If the Contractor so elects, a deposit with the City of securities with a value equivalent to the retention that would otherwise be withheld by the City shall be made. Said security shall be as provided in California Public Contract Code Section 22300, and shall be approved by the City both as to sufficiency and form. In the alternative, the Contractor may elect to deposit such securities in an escrow account and enter into a standard form Escrow

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Agreement for Security Deposits in Lieu of Retention. Blank Agreements are available from the Public Works Director and the City Attorney's Office.” 9-1.17 PAYMENT AFTER CONTRACT ACCEPTANCE. “Final Payment” shall be made in accordance with this section. The Contractor shall, after the completion of the Contract, submit a final estimate of the amount of work done thereunder and the value of such work. Upon approval of the estimate by the Director, the City of Roseville shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty five (35) calendar days from the date of Acceptance of the work by the City Council, and thirty-five (35) calendar days after filing of the Notice of Completion with the County of Placer.

No certificate given or payments made under the Contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the Contract, either wholly or in part, and no payment (including the final payment) or certificate shall be construed to be an Acceptance of any defective work or improper materials. Final payment shall not release the Contractor from one (1) year guarantee of the work as provided in Section 7-1.17, “Acceptance of Contract” and Section 2-1.12 “Guarantee and Warranty” of these Specifications.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 14. ENVIRONMENTAL STEWARDSHITP

14-8.02 NOISE CONTROL. The provisions of Section 14-8.02 of the Standard Specifications are amended by adding the following:
“The Contractor shall additionally conform to the provisions of Roseville Municipal Code Chapter 9.24 where such provisions are more restrictive than these specifications.”
14-9.01 AIR QUALITY GENERAL. The provisions of Section 14-9.01, “Air Quality General” of the Standard Specifications are amended by adding the following:
“Material to be disposed of shall not be burned unless the Contractor has obtained a permit to burn combustible material resulting from clearing and grubbing operations from the Placer County Air Pollution Control District and City of Roseville Fire Marshall. A copy of the permits shall be filed with the Director
before beginning any burning. All such burning shall be conducted in strict conformance with the provision stipulat ed in said permits and at such times and in such manner as to prevent fire from spreading to areas adjoining the right-of-way.” 14-11.02A ASBESTOS REMOVAL AND DISPOSAL. Section 14-11.02A, “Asbestos Removal and Disposal” is added as follows:
“The Contractor shall comply with all rules, regulations, statutes and ordinances regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601 and 40 C.F.R. Part 61, Subpart M.

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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease work and notify the City.”

END OF STANDARD SPECIFICATIONS

AB 626 - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] TEXT OF AB 626
Assembly Bill No. 626

CHAPTER 810

An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.

[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.

Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.

This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.

This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.

This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on 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.

AB 626 - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

By increasing the duties of local agencies and officials, this bill would impose a state- mandated local program.

This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.

This bill would specify that these provisions constitute a matter of statewide concern.

The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.

This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.

The people of the State of California do enact as follows:

SECTION 1. Section 9204 is added to the Public Contract Code, to read:

9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.

AB 626 - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (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

AB 626 - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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. (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.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) 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.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) 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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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SECTION 3.

If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

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Table of Contents
SECTION 1: SCOPE OF SPECIAL PROVISIONS ...................................................................... 2 SECTION 4. SCOPE OF WORK ................................................................................................ 3 SECTION 5. CONTROL OF WORK ........................................................................................... 3 SECTION 6. CONTROL OF MATERIALS .................................................................................. 6 SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ............................ 6 SECTION 8. PROSECUTION AND PROGRESS ....................................................................... 7 SECTION 9. PAYMENT ............................................................................................................. 9 SECTION 12. TEMPORARY TRAFFIC CONTROL .................................................................. 15 SECTION 13: WATER POLLUTION CONTROL ....................................................................... 18 SECTION 14: ENVIRONMENTAL STEWARDSHIP .................................................................. 20 SECTION 15. EXISTING FACILITIES ...................................................................................... 21 SECTION 17. CLEARING AND GRUBBING ............................................................................ 21 SECTION 19: EARTHWORK ................................................................................................... 21 SECTION 37. SEAL COATS .................................................................................................... 23 SECTION 39. ASPHALT CONCRETE ..................................................................................... 33 SECTION 51: CONCRETE STRUCTURES ............................................................................. 33 SECTION 52: REINFORCEMENT ............................................................................................ 33 SECTION 64: PLASTIC PIPE ................................................................................................... 34 SECTION 70: MISCELLANEOUS DRAINAGE FACILITIES ...................................................... 34 SECTION 73: CONCRETE CURBS AND SIDEWALKS ........................................................... 34 SECTION 77. LOCAL INFRASTRUCTURE ............................................................................. 35 SECTION 86. SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS ...................................... 36 SECTION 87. ELECTRICAL SYSTEMS .................................................................................. 37 SECTION 90. CONCRETE ...................................................................................................... 37 SP - 2

SPECIAL PROVISIONS

FOR THE CITY OF ROSEVILLE

ROSEVILLE WESTBROOK SPORTS COMPLEX INTERSECTION IMPROVEMENTS SECTION 1: SCOPE OF SPECIAL PROVISIONS
The work described in these Special Provisions shall be done in conformance with the City of Roseville Standard Construction Specifications, City of Roseville (City) Design and Construction Standards and Details, and the 2022 State of California (Caltrans) Standard Specifications, except insofar as they may be modified by these Special Provisions.

Numbering in these Special Provisions conforms to that in the Caltrans Standard Specifications. The existence of a section in these Special Provisions means that the corresponding section in the Caltrans Standard Specifications is modified in some respect. Unless otherwise specified, when these Special Provisions reference a section number of the Caltrans Standard Specifications, that implies that the referenced Caltrans Standard Specification section is deleted in its entirety, and the provisions of these Special Provisions are substituted.

The construction materials, payment, etc., for items of work shown in the proposal and on the Project Plans, but not specifically mentioned in these Special Provisions are referred to the City Standard Construction Specifications and Caltrans Standard Specifications for conformance.

Project must comply with the latest edition of the CA MUTCD except as modified by the Project Plans and these Special Provisions.

Project must comply with the Americans with Disabilities Act (ADA) Standards adopted by the City of Roseville and as directed by the Engineer.

Abbreviation or Term- Intent and Meaning
AGENCY- The Department of Public Works, City of Roseville CITY-The City of Roseville and its applicable Departments DEPARTMENT -The Department of Public Works, City of Roseville ADMINISTRATOR -The Director of Public Works
ENGINEER- The Director of Public Works, and agents or assistants duly authorized by the Director of the Public Works to act on his behalf
Replace the following definitions in section 1-1.07B:

Director: Director of Public Works, City of Roseville
Engineer: City Engineer, and agents or assistants duly authorized by the Director of the Public Works to act on his behalf
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DISCREPANCIES AND OMISSIONS
Any discrepancies or omissions found in the Contract Documents must be reported to the Engineer immediately. The Engineer will clarify discrepancies or omissions, in writing, within a reasonable time.

In resolving inconsistencies among two or more sections of the Contract Documents, precedence is given in the following order:

1. Special Provisions

2. City of Roseville Standard Construction Specifications

3. City of Roseville Design and Construction Standards

4. Caltrans Standard Specifications and Plans (2022 editions, unless otherwise noted on the Project Plans)

5. CA MUTCD (latest edition)

6. Drawings
Addenda takes precedence over all sections referenced therein. Figure dimensions on Drawings take precedence over scale dimensions. Detailed Drawings take precedence over general Drawings.

SECTION 4. SCOPE OF WORK
4-1.13 CLEANUP. In addition to the Caltrans Standard Specifications:

Remove all temporary pavement delineation.

Prior to submitting the final payment request, remove all reference markings (i.e., U.S.A. markings, striping reference points, utility reference points) placed during the course of work by pressure washing. On micro-surfaced roadways segments, remove markings by hand painting all reference markings with black paint. Paint must be in rectangular blocks.

SECTION 5. CONTROL OF WORK
5-1.05 ORDER OF WORK. Prepare a traffic control plan that complies with section 12.

Comply with the phases of construction shown on the Contractor's Traffic Control Plan for the performance of work. Non-conflicting work in subsequent phases may proceed concurrently with work in preceding phases.

Contact Underground Service Alert (U.S.A.) as your first order of work. (See section 5-1.36C).

The second order of work shall be to order the traffic signal poles.

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Install Best Management Practices (BMP) as the third order of work. You must maintain BMPs in place until the project is complete, or as directed by the Engineer.

Install new replacement fiber optic conduit, pull boxes, and cable as shown as your fourth order of work. Submit a work plan and schedule for this work for City review and approval. The submittal must include a standalone kick-off meeting for fiber optic work, installation in new replacement fiber conduit and pull boxes, testing of fiber-optic cable (pre-installation, post-installation, post-splicing), installation of new replacement fiber optic cable, cutting existing fiber optic cable, splicing of new fiber optic cable to existing fiber-optic cable, and removal of existing fiber-optic cable.

Complete the new fiber optic cable splicing over one weekend. Communications must be online at all times.

Coordinate with City and City IT contractor for temporary redundant communication link before cutting existing fiber-optic cable.

Contact Underground Service Alert to mark out and locate existing utility facilities. You are responsible for repairing and restoring damaged utility facilities to a condition satisfactory to the utility owner at your expense.

You are responsible for all material and/or equipment to complete the project.

Existing right-of-way control cannot be removed until day of turn-on. SIGNAL AHEAD signs may be placed prior to the day of turn-on, but must be bagged until the signal turn-on. SIGNAL AHEAD pavement legends cannot be installed until just before the signal turn-on, as directed by the Engineer.

Prior to commencing the work on the project intersections, the Contractor shall notify and coordinate with the City and Pacific Gas & Electric (PG&E) all of the scheduled work two (2) weeks in advance of the planned work. A representative of the utility company and City of Roseville Traffic Engineering Department shall be present during the installation of traffic signal foundation operations and mast arm layout. The inspector shall be present during traffic signal foundation installation. The use of powered equipment (including vacuum excavation) will not be allowed within two (2) feet radially of PG&E gas lines with the exception of powered equipment used to remove pavement or concrete as required. The Contractor shall locate and mark the gas lines within the limits of construction.

In addition to the gas line, the Contractor shall contact Underground Service Alert to mark out and locate all existing utility facilities within the project area. The Contractor is responsible for repairing and restoring any damaged utility facilities to a condition satisfactory to the utility owner at no cost to the City of Roseville.

The Contractor is responsible for all material and/or equipment needed to perform the project. Should the City have to supply the Contractor with material and/or equipment to do the work, the Contractor will be charged accordingly.

Payment for work specified in this section is included in the payment for the bid items involved.

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5-1.07 LINES AND GRADES. The Contractor is responsible for all layout and staking. The City shall not provide these services. The Contractor shall be responsible for the accuracy of his/her own layout and staking work. The Contractor shall be responsible for the preservation of all established signal lines, grades, and layout points. Stakes damaged or destroyed by the Contractor, his/her employees, subcontractors, utility company employees, or the public shall be replaced by the Contractor at the Contractor's expense. Signal pole, cabinet, signs, and striping locations shall be verified by the City prior to installation.
5-1.20B Permits, Licenses, Agreements, and Certifications. In addition to the Caltrans Standard Specifications:

Obtain a business license from the City of Roseville before starting work. The Contractor shall include in his bid the cost of obtaining said license, and no additional compensation shall be allowed therefor.

Contractor shall obtain an encroachment permit from the City of Roseville. Encroachment permit fees will be waived, and no additional compensation shall be allowed.

You may use water from City of Roseville fire hydrants with a permit from the City's Environmental Utilities Department.

5.1-36 PROPERTY AND FACILITY PRESERVATION. In addition to the Caltrans Standard Specifications:

Identify impacts to existing City-maintained landscape and irrigation and privately maintained landscape and irrigation before starting work. Irrigation systems that supply water to undisturbed existing landscape must remain functional during construction. City of Roseville Parks Inspector may require Contractor to hand water landscaping in the event irrigation is impacted. Do not cut and cap irrigation. Coordinate with the City of Roseville Parks inspector and private property owner prior to construction.

Contractor shall maintain, modify, and promptly replace or repair all landscaping and irrigation systems damaged during construction, either purposely or accidentally, to their original condition at the Contractor’s sole expense to the satisfaction of the City. This includes impacts beyond the project boundaries if irrigation becomes non-functional due to work within the project area. All repairs shall be consistent with, and made in compliance with, the latest edition of the Parks Construction Standards. Perform all repairs at your expense. No additional compensation shall be allowed. 5-1.36C Nonhighway Facilities. The City of Roseville is a member of Underground Service Alert (U.S.A.). Notify U.S.A. (1-800-642-2444 or 8-1-1) at least 72 hours before starting work.

There are underground and overhead utility facilities within the work area including, but not limited to, telephone, electrical, gas, water, and sanitary sewer transmission facilities.

The locations of existing utilities as shown are approximate. There is no guarantee as to the accuracy or extent of the utilities shown.

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Locate existing underground utilities and substructures by potholing prior to installing foundations.

All existing utilities are to remain in service during construction.

It is understood and agreed that the Contractor has considered in his/her bid all of the permanent and temporary utility appurtenances in their present and/or relocated positions as shown or as described in these Special Provisions.
5-1.46 FINAL INSPECTION AND CONTRACT ACCEPTANCE. Work is subject to inspection and approval by the City of Roseville Engineer or their representative. Notify the Engineer, along with all affected utility companies, at least 2 business days before the start of work to coordinate and schedule inspection.

Inspection is available on an 8-hour day and a 40-hour business week basis. For this project, business hours are between 7:00 a.m. and 4:00 p.m. and business days are Mondays through Fridays. Requests for authorization to perform work outside the business hours and days must be submitted to the Engineer in writing and at least 48 hours in advance. You must reimburse the City at a rate of $175 per hour and the Engineer at $225 per hour for all inspection outside of the business hours and business days, and on designated holidays and weekends.

Provide a competent person during business hours to assist the Engineer, when required, for measuring quantities for payment purposes. You must cooperate with the Engineer for checking and measuring.

When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday, respectively, shall be a designated holiday.

SECTION 6. CONTROL OF MATERIALS
6-1.02 CITY-FURNISHED MATERIALS.In addition to the Caltrans Standard Specifications:

City-furnished material may be picked up by at the City's Corporation Yard located at 2005 Hilltop Circle, Roseville, CA 95678 (916-774-5787, Senior Electronic Technician).

Payment for transporting and handling of material provided in this section is included in the payment for the bid items involved.

SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 7-1.03 PUBLIC CONVENIENCE.In addition to the Caltrans Standard Specifications, you must:

1. Submit a traffic control plan at or before the pre-construction meeting to the City.

Construction will not begin until the City accepts the traffic control plan.

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2. Include, but not limited to, in the traffic control plan:

2.1. Street closures and detours

2.2. Construction, warning

2.3. Detour and restriction signs, including "No Parking" signs

2.4. Temporary striping and pavement markers

2.5. Barricades

2.6. Flashing arrow signs

2.7. Lighted message boards

2.8. Portable delineators

2.9. Traffic cones

2.10. Covers

2.11. Lights

2.12. Flares

2.13. Flaggers.

3. Submit a revised traffic control plan to the Engineer if you want to revise the approved traffic control plan during construction.

4. Cooperate, keep current, and notify the local police, City public information, Public Works and fire departments, ambulance services, post office, and trash collectors of his/her construction operation and traffic control changes 3 days before work begins or traffic changes are made. Cooperate with local authorities for handling traffic in the work area and make his own arrangements for keeping the working area clear of parked vehicles.

5. Cover vehicle signal faces while the traffic signal system is turned off. Covers must be City- approved durable canvas signal head covers or other approved equal. 7-1.04 PUBLIC SAFETY. In addition to the Caltrans Standard Specifications, you must:

1. Cooperate with and notify the local police and fire departments, refuse, ambulance services, transit, and Public Works Street Division of proposed construction operations 2 days before work begins.

2. Notify and coordinate their schedule with schools that may be in or adjacent to the project area.

SECTION 8. PROSECUTION AND PROGRESS
8-1.04 START OF JOB SITE ACTIVITIES. Revise the first paragraph of section 8-1.04B of the Caltrans Standard Specifications to:

Begin work within 15 days after receiving the "Notice to Proceed" letter executed by the Director of Public Works or authorized staff.
8-1.05 TIME. In addition to the Caltrans Standard Specifications:

Complete work, including all punch list items, within 90 working days of the first working day.

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8-1.10 LIQUIDATED DAMAGES. In addition to the Caltrans Standard Specifications:

The Contractor must pay liquidated damages of $1,500.00 per hour, each and every hour’s delay past 12:01 a.m. on the Monday of the scheduled weekend work for fiber optic cable splicing and network transition.

The Contractor must pay liquidated damages of $6,700.00 per day, each and every calendar day’s delay in finishing the work (regardless of weather conditions) in excess of the number of working days to complete the entire project.

Any payment made after the completion date is not construed as a waiver of liquidated damages. 8-1.10B Failure to Complete Work Parts within Specified Times . In addition to the Caltrans Standard Specifications:

Stop placement of micro-surfacing 2 hours prior to the last scheduled working hour for the road work.

The Contractor must pay liquidated damages of $1,000 per hour for each hour, or portion of an hour, that micro-surfacing is placed beyond 2 hours prior to the last scheduled working hours.

Stop work with sufficient time needed to reestablish approved traffic control and required number and direction of open lanes. The Contractor must pay liquidated damages of $1,000 per hour for each hour, or portion of an hour, that traffic control and required open lanes are not provided.

The roadway must be fully opened to traffic by the end of the road work's last working hour. The Contractor must pay liquidated damages of $1,000 per hour for each hour, or portion of an hour, after the last working hour is exceeded and that a travel lane remains closed due to the Contractor’s operations.

After the working hours of the road work are exceeded by 1 hour of the last working hour, the Contractor must pay liquidated damages of $2,000 per hour for each hour, or, portion of an hour, that a travel lane remains closed due to the Contractor’s operations.

The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel must be off the pavement and all lanes open to traffic to be considered as meeting full compliance.

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SECTION 9. PAYMENT
9-1.00 COST BREAK-DOWN. Submit a cost break-down and schedule of values in compliance with section 9-1.16B for each lump sum bid item to the Engineer.

Payments for the lump sum bid item is be determined based on the percentage of work complete at the time the progress payment is prepared as determined by the Engineer.

Bid Item No. 1: Mobilization
Mobilization consists of preparatory work and operations, including, but not limited to, those necessary: for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings and other facilities necessary for the work; and, for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site and as referenced in the General Provisions.

Bid Item No. 2: Construction Staking
The lump sum bid item for construction staking includes work described in section 5-1.26.

Bid Item No. 3: Traffic Control System
The lump sum bid item for traffic control system includes work described in section 7-1.03, section 12-4.02 and the City’s acceptance of the Contractor-prepared project specific traffic control plan, including designation of an individual dedicated traffic control coordinator, traffic control plan submittals, project signs, construction signs, implementation, and maintenance of the approved traffic control plans and devices for all work in construction zones throughout the duration of the project. This includes any flagging costs and arrow boards used in the traffic control plan. This includes performing pedestrian safety plan submittals and implementing and maintaining the approved pedestrian safety plans for work in construction zones throughout the duration of the project. This includes any signage, barricades, cones, temporary barriers, k-rail, surface-mounted channelizers, temporary ramps, and all devices and appurtenances required to implement pedestrian safety.

Two (2) project signs shall be provided.

Bid Item No. 4: Clearing and Grubbing
The lump sum bid item for clearing and grubbing includes work described in section 17-2, consulting with Arborist, pruning prior to construction, and complying with City and County requirements relating to construction activities near oak trees.

Bid Item No. 5: Construction Area Signs
The lump sum bid item for construction area signs includes work described section 12-3.11.

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Bid Item No. 6: Prepare and Implement Storm Water Pollution Prevention Plan The lump sum bid item for Prepare and Implement Storm Water Pollution Prevention Plan includes work described in section 13, including developing and implementing the water pollution prevention plan, obtaining permit coverage, payment of permit fees, installing and maintaining BMPs, rain event action plans, sampling and testing, stormwater annual reports, providing a water pollution control manager, conducting water pollution control training, and monitoring, inspecting, and correcting water pollution control practices, and complying with the approved project storm water pollution prevention plan.

Bid Item No. 7: Job Site Management
The lump sum bid item for job site management includes work described in section 13-4, including, but not limited to, spill prevention and control, material management, waste management, non-stormwater management, and dewatering activities, including identifying, sampling, testing, handling, and disposing of hazardous waste resulting from your activities.

Bid Item No. 8: Monument Preservation
The lump sum bid item for monument preservation includes work described in section 5-1.36 for survey monuments.

Bid Item No. 9: Remove Existing Striping
The lump sum bid item for remove existing striping and markers includes work described in sections 81-8 and 84-9.

Bid Item No. 53: Modify Street Lighting System
The contract lump sum price paid for Modify Street Lighting System shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing street lighting system modifications, complete in place, as shown on the Project Plans, as specified in Section 86, "General" and Section 87, "Electrical Systems" of the Technical Specifications, and as directed by the Engineer.

All work shown in the Project Plans for street lighting system work shall be included in Bid Item No. 54. This work includes the furnishing, removal, and/or installation of:
· Foundation
· Standards and Poles
· Conduit
· Conductors and Cables
· Pull Wire/Tracer Wire
· Pull Boxes
· Luminaires and Hardware
· Photoelectric Units
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Bid Item No. 54: Fiber Optic Interconnect
The contract lump sum price paid for Fiber Optic Interconnect shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing signal modification, complete in place, as shown on the Project Plans, as specified in Section 86, "General" and Section 87, "Electrical Systems" of the Technical Specifications, and as directed by the Engineer.

All work shown in the Project Plans for fiber optic traffic signal interconnect work shall be included in Bid Item No. 54. This work includes the furnishing, removal, and/or installation of:
· 3” Conduit for Fiber Optic Cables
· 12-Strand Fiber Optic Tactical Cables
· 72-Strand Fiber Optic Cables
· FL36 With Extension (FL36E) pull boxes for Fiber Optic Cables · FL36 pull boxes for Fiber Optic Cables
· Conduit Sweeps
· Coyote In-Line Runt Fiber Optic Splice Closures
· Fiber Optic Splicing
· 12-Port High Density Fiber Optic Termination Panels
· AFL Fuseconnect LC9SMU-6 Fiber Optic Connector
· Fiber Optic Patch Cables
· Fiber Optic Testing
Bid Item No. 55: Install Traffic Signal (Westbrook Boulevard and Brookstone – South) The contract lump sum price paid for Install Traffic Signal (Westbrook Boulevard and Brookstone – South) shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing signal modification, complete in place, including traffic control, as shown on the Project Plans, as specified in Section 86, "General" and Section 87, "Electrical Systems" of the Technical Specifications, and as directed by the Engineer.

The cost break-down and schedule of values for Bid Item No. 55, as a minimum, shall include the following items when applicable:

ITEM UNIT MEASURE
Foundation Type Each
Standards and Poles Type Each
Conduit Size/Installation Method Linear Foot
Conductors and Cables Size/Type Linear Foot
Pull Wire/Tracer Tape Type Linear Foot
Innerduct Type Linear Foot
Pull Boxes Type Each
Detector Loops Type Each
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Detector Handholes Type Each
Luminaires & Hardware Type Each
Photoelectric Units Type Each
Signal Heads & Hardware Type Each
Pedestrian Signal Heads & Hardware Type Each
Pedestrian Push Buttons Type Each
Controller Pad Type Each
IISNS & Hardware Type Each
PTZ CCTV Camera Type Each
Ethernet Switch Type Each
Signal Cabinet Type Each
Signal Controller Type Each
Battery Backup System Type Each
EVP Detector Type Each
EVP Phase Selector Type Each
Electrical Service Cabinet Type Each
Bid Item No. 56: Install Traffic Signal (Westbrook Boulevard and Brookstone – North) The contract lump sum price paid for Install Traffic Signal (Westbrook Boulevard and Brookstone – North) shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing signal modification, complete in place, including traffic control, as shown on the Project Plans, as specified in Section 86, "General" and Section 87, "Electrical Systems" of the Technical Specifications, and as directed by the Engineer.

The cost break-down and schedule of values for Bid Item No. 56, as a minimum, shall include the following items when applicable:

ITEM UNIT MEASURE
Foundation Type Each
Standards and Poles Type Each
Conduit Size/Installation Method Linear Foot
Conductors and Cables Size/Type Linear Foot
Pull Wire/Tracer Tape Type Linear Foot
Innerduct Type Linear Foot
Pull Boxes Type Each
Detector Loops Type Each
Detector Handholes Type Each
Luminaires & Hardware Type Each
Photoelectric Units Type Each
Signal Heads & Hardware Type Each
Pedestrian Signal Heads & Hardware Type Each
Pedestrian Push Buttons Type Each
Controller Pad Type Each
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IISNS & Hardware Type Each
PTZ CCTV Camera Type Each
Ethernet Switch Type Each
Signal Cabinet Type Each
Signal Controller Type Each
Battery Backup System Type Each
EVP Detector Type Each
EVP Phase Selector Type Each
Electrical Service Cabinet Type Each
Bid Item No. 57: Modify Traffic Signal (Blue Oaks Boulevard and Westbrook Boulevard) The contract lump sum price paid for Modify Traffic Signal (Blue Oaks Boulevard and Westbrook Boulevard) shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing signal modification, complete in place, including traffic control, as shown on the Project Plans, as specified in Section 86, "General" and Section 87, "Electrical Systems" of the Technical Specifications, and as directed by the Engineer.

The cost break-down and schedule of values for Bid Item No. 57, as a minimum, shall include the following items when applicable:

ITEM UNIT MEASURE
Foundation Type Each
Standards and Poles Type Each
Conduit Size/Installation Method Linear Foot
Conductors and Cables Size/Type Linear Foot
Pull Wire/Tracer Tape Type Linear Foot
Innerduct Type Linear Foot
Pull Boxes Type Each
Detector Loops Type Each
Detector Handholes Type Each
Luminaires & Hardware Type Each
Photoelectric Units Type Each
Signal Heads & Hardware Type Each
Pedestrian Signal Heads & Hardware Type Each
Pedestrian Push Buttons Type Each
IISNS & Hardware Type Each
PTZ CCTV Camera Type Each
Ethernet Switch Type Each
Signal Cabinet Type Each
Signal Controller Type Each
Battery Backup System Type Each
EVP Detector Type Each
EVP Phase Selector Type Each
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Bid Item No. 58: Modify Traffic Signal (Blue Oaks Boulevard and Hayden Boulevard) The contract lump sum price paid for Modify Traffic Signal (Blue Oaks Boulevard and Hayden Boulevard) shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing signal modification, complete in place, including traffic control, as shown on the Project Plans, as specified in Section 86, "General" and Section 87, "Electrical Systems" of the Technical Specifications, and as directed by the Engineer.

The cost break-down and schedule of values for Bid Item No. 58, as a minimum, shall include the following items when applicable:

ITEM UNIT MEASURE
Foundation Type Each
Standards and Poles Type Each
Conduit Size/Installation Method Linear Foot
Conductors and Cables Size/Type Linear Foot
Pull Wire/Tracer Tape Type Linear Foot
Innerduct Type Linear Foot
Pull Boxes Type Each
Detector Loops Type Each
Detector Handholes Type Each
Luminaires & Hardware Type Each
Photoelectric Units Type Each
Signal Heads & Hardware Type Each
Pedestrian Signal Heads & Hardware Type Each
Pedestrian Push Buttons Type Each
IISNS & Hardware Type Each
PTZ CCTV Camera Type Each
Ethernet Switch Type Each
Signal Cabinet Type Each
Signal Controller Type Each
Battery Backup System Type Each
EVP Detector Type Each
EVP Phase Selector Type Each
9-1.02 MEASUREMENT. In addition to the Caltrans Standard Specifications:

Payment for all bid items at a price per unit of measurement will be based upon actual quantities of work as measured upon completion unless otherwise noted. The City does not expressly or by implication agree that the actual amount of work or materials of any class will correspond to the estimated quantities given in the proposal.

The Contractor must make no claim for anticipated profits, or loss of profit, for damages, or for any extra payment whatever because of any difference between the amount of work actually done or materials furnished and the estimated amount.

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9-1.16 PROGRESS PAYMENTS. In addition to section 9-1.16 of the Caltrans Standard Specifications, submit all request for progress payments using the forms included in Appendix B:

Form CC1: Progress Payment Request. Completed and signed by the contractor and attached as a cover sheet to his/her request for payment. This form will be mandatory on all contract payment request.

Form CC2: Progress Payment Request - Detail. This form may be used by the contractor to provide the detail required to verify the payment quantities.

Form CC3: Quantity Change Verification Form. This form is required before any payment can be made based on actual quantities exceeding estimated quantities. 9-1.17D FINAL PAYMENTS AND CLAIMS. In addition to the Caltrans Standard Specifications:

The Contractor must submit Form CC4: Final Release Form. This form must accompany all request for final payment (See Appendix B).

SECTION 12. TEMPORARY TRAFFIC CONTROL
12-2 TRAFFIC CONTROL PLAN. At the pre-construction meeting, submit a traffic control plan showing traffic control measures and/or, if approved, detours for vehicles and pedestrians affected by the construction work. A minimum of 5 working days will be required to review and provide you with comments on the plan. Revise the plan per the City's comments until the plan is accepted by the Engineer. You will not be allowed to begin work until the Engineer has accepted the Traffic Control Plan.

The Traffic Control Plan must cover all stages of work, per site, and include (but not limited to) the following information and detail: (1) Street closures and detours, including pedestrian access and detours; (2) construction, warning, detour and restriction signs, including "No Parking", “Loose Gravel”, “Construction Area Speed Limit Signs,” and “Bump Ahead” signs; (3) temporary striping and pavement markers; (4) barricades; (5) flashing arrow signs; (6) lighted message boards; (7) portable delineators; (8) traffic barrels/channelizers; (9) lights, flares, flaggers, spacings, and taper lengths; (10) temporary railing (Type K) and crash cushions; and, (11) temporary pavement.

A copy of the accepted Traffic Control Plan must be kept at the job site at all times, including the names of Sub-Contractors required to implement the Traffic Control Plan.

Cooperate with and notify the local police and fire department, ambulance services, post office, refuse collectors, Roseville Transit, Dry Creek School District, Roseville City School District, Eureka School District, Roseville Joint Union High School District, Roseville Transit, and residents of proposed construction operations and traffic control operations a minimum of 5 business days before SP - 16
work begins in each work area. If changes are made to the Traffic Control Plan, the Contractor must re-notify at least 3 business days before work begins. Provide a 24-hour telephone number for emergencies and/or problems.

The Contractor is responsible for notifying residents and businesses of the proposed construction.

Distribute notifications to residents and businesses within a 100 feet radius of the job limits, including residents and businesses located on streets adjacent to the construction.

N o t i f i c a t i o n s t o a f f e c t e d r e s i d e n t s a n d b u s i n e s s e s w i t h i n t h e p r o j e c t a r e a m u s t c o n s i s t o f t w o ( 2 ) phases.

The first phase notifies the affected residents and businesses of the upcoming construction through the use of “door hanger” type formatted notifications. The notification must state the street name, the working hours, and the anticipated begin and completion dates for each street. Distribute the door hanger notifications a minimum of 5 business days before work begins.

At the pre-construction meeting, provide a copy of the proposed notification to the Engineer for acceptance. City contact information must be included on the door hanger notification.

Tuck notifications neatly in doorjambs, handles, or partially under mats. Notifications must not be glued, stapled, tacked, or otherwise attached to property. Stay on designated walkways during delivery of notifications and be polite to citizens encountered.

The second phase consists of posting “No Parking” signs on barricades 72 hours before work begins.

The “No Parking” signs must include the exact day that the resurfacing and/or other work requiring when "No Parking" signs will take place. A warning indicating that vehicles will be towed away at the owners’ expense must be included on the “No Parking” signs. In addition, post the 24-hour telephone number on the “No Parking” signs. At the pre-construction meeting, submit a sample “No Parking” sign to the Engineer for acceptance. Place temporary “No Parking” signs before construction begins. Place barricades a maximum of 100 feet apart, on both sides of the affected street. (Not required for streets already marked “No Parking”).

Place “Construction Speed Limit” signs on both sides of the affected street one (1) hour before opening the street to traffic. Do not reduce the speed limit for the “Construction Speed Limit” signs more than 10 mph below the posted speed. At the pre-construction meeting, submit a sample “Construction Speed Limit” sign to the Engineer for acceptance. Place signs a maximum of 500 feet apart on both sides of the affected street.

Tape temporary traffic stripe on concrete surface must comply with section 12-6 of the State Standard Specifications. The Contractor is responsible for replacing or reapplying tape as directed by the Engineer. Removal of temporary traffic stripe (tape) must provide a clean uniformed surface.

Emergency access to driveways, intersections, and residential streets must be maintained at all times.

If vehicles are parked in the working area, do not attempt to move the vehicle. Notify the Engineer immediately, and the Engineer will make proper arrangements to remove the vehicle.

SP - 17
Lane and street closure are not permitted without advance warning devices and signs as approved in the traffic control plan.

Full compensation for work specified in section 12-2 is included in the payment for the bid item traffic control system.
12-3.02 TRAFFIC CONES. During the hours of darkness, traffic cones must be affixed with reflective cone sleeves.

Reflective cone sleeves must comply with the following:

1. Removable flexible reflective cone sleeves must be fabricated from the reflective sheeting specified, have a minimum height of 13 inches and be placed a maximum of 3 inches from the top of the cone. The sleeves must not be in place during daylight hours.

2. Permanently affixed semi-transparent reflective cone sleeves must be fabricated from the semi-transparent reflective sheeting specified, have a minimum height of 13 inches, and be placed a maximum of 3 inches from the top of the cone. Traffic cones with semitransparent reflective cone sleeves may be used during daylight hours.

3. Permanently affixed double band reflective cone sleeves must have 2 white reflective bands.

The top band must be 6 inches in height, placed a maximum of 4 inches from the top of the cone. The lower band must be 4 inches in height, placed 2 inches below the bottom of the top band. Traffic cones with double band reflective cone sleeves may be used during daylight hours.

The type of reflective cone sleeve used is at the option of the Contractor. Use only one type of reflective cone sleeve for all traffic cones.

The Contractor is responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. The Contractor must provide and maintain all traffic control and safety items. The Contractor assumes sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. Apply requirement continuously 24 hours/day and not be limited to normal working hours.

Full compensation for work specified in section 12-3 is included in the payment for the bid item Traffic Control System.
12-3.11 CONSTRUCTION AREA SIGNS.In addition to the Caltrans Standard Specifications:

The base material of construction area signs must not be plywood.

Full compensation for work specified in section 12-3.11 is included in the payment for the bid item Construction Area Signs.

SP - 18
12-4.02A(2) Definitions. In addition to the Caltrans Standard Specifications:

Designated holidays recognized by the City include:

1. Third Monday in January (Martin Luther King's Birthday)

2. Day after Thanksgiving Day
12-4.02C(3)(m) City Street Closure Hour Charts and City Street Lane Requirement Charts.

Lane closures on Blue Oaks Boulevard and Westbrook Boulevard are permitted as long as there is one lane in each direction open during the hours of 4:30 p.m. to 12:00 a.m. and 12:00 a.m. to 8:00 a.m., or as approved by Engineer.

Install 2 portable changeable message signs to be placed on Blue Oaks Boulevard prior to construction area signage. Submit message to be displayed in portable changeable message sign 2 weeks before work for City approval. Place portable changeable message sign as directed by the Engineer 14 calendar days prior to start of work. Change the message as directed by the Engineer.

All channelizers or traffic barrels used for night work or remaining in the roadway overnight must have reflective sleeves.

SECTION 13: WATER POLLUTION CONTROL
13-01.01 GENERAL. In addition to the Caltrans Standard Specifications:

Contractor shall place and maintain BMPs in compliance with all applicable State amd City of Roseville requirements. Provide a schedule of values as directed in section 9-1.16B for BMP items identified in the SWPPP.

All work to place and maintain BMP’s shall be included inBid Item No. 6.

Add to section 13-1.04:

Submit a storm water pollution prevention plan cost break-down which itemizes the lump sum bid item for water pollution control work. You are responsible for the accuracy of the quantities and values used in the cost break-down submitted. Partial payment for the bid item storm water pollution prevention plan will not be made until the storm water pollution prevention plan cost break-down is approved by the Engineer.

Items in this section must be considered by the Contractor for selection to meet the applicable "Minimum Requirements" as defined required by the State.

The sum of the amounts for the items of work listed in the storm water pollution prevention plan cost break-down must be equal to the lump sum bid item price for storm water pollution prevention plan.

Overhead and profit must be included in the individual items listed in the cost break-down.

SP - 19
Adjustments in the items of work and quantities listed in the approved cost break-down must be made when required to address amendments to the SWPPP, except when the adjusted items are paid for as extra work.

No adjustment in compensation will be made to the lump sum bid item price paid for storm water pollution prevention plan control due to differences between the quantities shown in the approved cost break-down and the quantities required to complete the work as shown on the approved SWPPP. No adjustment in compensation will be made for ordered changes to correct SWPPP work resulting from your own operations or from your negligence.

At the Engineer’s discretion, the approved cost break-down may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in compensation may be determined, at the Engineer’s discretion, in the same manner specified for increases and decreases in the quantity of a contract item of work in section 9-1.06.

At your request and approved by the Engineer, changes to the water pollution control practices listed in the approved cost break-down, including addition of new water pollution control practices, will be allowed. Changes must be included in the approved amendment of the SWPPP.

If the requested changes result in a net cost increase to the lump sum bid item price for storm water pollution prevention plan, an adjustment in compensation will be made without change to the water pollution control item. The net cost increase to the water pollution control item will be paid for as extra work as provided in section 4-1.05.

Payment for placing, maintaining, removing, and disposing of construction site best management practices is included in the payment for Bid Item No. 6 Prepare and Implement Storm Water Pollution Prevention Plan.

Add to section 13-3.01A:

This project's risk level is 2.

Replace the 1st paragraph of section 13-3.01C(2)(a) with:

Within 15 days of contract approval, submit 3 copies of your SWPPP.

Replace the 4th paragraph of section 13-3.01C(2)(a) with:

Allow 15 days for the Department to review. The Engineer will provide comments and notify you of the date when the review stopped if revisions are required. Resubmit a revised SWPPP within 15 days of receiving the Engineer's comments. The Department's review resumes when a complete SWPPP has be resubmitted. After the plan has been approved by the Engineer, the QSP shall submit the SWPPP, Permit Registration Documents and required information to the RWQCB’s SMARTS website as part of the Notice of Intent (NOI). The SMARTS website can be found at
https://smarts.waterboards.ca.gov/smarts/faces/SwSmartsLogin.xhtml SP - 20
Add between the 5th and 6th paragraphs of section 13-3.01C(2)(a):

The following RWQCBs will review the authorized SWPPP:

1. Central Valley RWQCB Region 5
Replace the 6th paragraph of section 13-3.01C(2)(a) with:

If the Regional Water Quality Control Board requires time for review, allow 30 days for review.

Do not start job site activities until:

1. SWPPP is approved by the Engineer

2. A waste discharge ID number is issued

3. SWPPP review requirements have been fulfilled
13-4 JOB SITE MANAGEMENT. In addition to Caltrans Standard Specifications:

Replace the paragraphs of section 13-5.04 with:

Not Used
Replace the paragraphs of section 13-6.04 with:

Not Used
Replace the paragraphs of section 13-7.03D with:

Not Used
SECTION 14: ENVIRONMENTAL STEWARDSHIP
14-8 NOISE AND VIBRATION. In addition to the Caltrans Standard Specifications:

Apply noise level requirements to all equipment used, including, but not limited to, trucks, transit mixers or transient equipment that may not be owned by the Contractor. Do not use loud signals shall in favor of light warnings, except as required by safety laws for the personnel protection.

The noise level from your operations, between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday, and between the hours of 8:00 a.m. and 8:00 p.m. Saturday and Sunday, must not exceed 86 dBA at a distance of 50 feet. This requirement does not relieve the Contractor from responsibility for complying with local ordinances regulating noise level.

Comply with the Roseville Municipal Code, Chapter 9.24 “Noise Regulations”. It can be viewed at the City of Roseville City Clerk’s Office or City of Roseville’s website at www.roseville.ca.us.

Payment for noise and vibration is included in the payments for the various items of work.

SP - 21
SECTION 15. EXISTING FACILITIES
15-1.03 CONSTRUCTION. In addition to the Caltrans Standard Specifications, repair or replace existing striping damaged at your expense. This includes striping or pavement markings damaged by trenching or detector loop installation.

SECTION 17. CLEARING AND GRUBBING
17-2.03D. DISPOSAL OF MATERIALS.In addition to the Standard Specifications:

Do not reuse surplus materials from your operations. Dispose of surplus materials outside the City rights-of-way and easements. Surplus materials include 8” signal heads, plastic heads, and abandoned conductors. The disposal of such materials must comply with local ordinances and regulations of the City of Roseville. All costs, charges and fees associated with such disposal shall be borne by the Contractor. Surplus materials are not to be confused with salvaged materials, which shall remain the property of the City and shall be delivered to the City at no extra charge. 17-2.03D. DISPOSAL OF MATERIALS. Payment for disposing surplus materials is included in the payment for the various items of work.

SECTION 19: EARTHWORK
19-1.01 GENERAL In addition to the requirements of Section 19-1.01 of the State Standard Specifications, the following shall apply:

The Contractor shall perform all excavation required for the complete Project, to the lines and grades as shown on the Project Plans, as described in these Special Provisions, and as directed by the Engineer.
19-1.03B Unsuitable Material. In addition to the Caltrans Standard Specifications:

Should unsuitable material be encountered which, in the opinion of the Engineer, cannot be stabilized, remove the unsuitable material to the dimensions and limits as directed. Use extra care in excavating unsuitable materials so as not to aggravate the conditions. If, in the opinion of the Engineer, your methods and equipment are increasing the amount of unsuitable materials to be excavated, you will be required to take necessary steps to correct the situation. Should the problem continue, you will pay all costs beginning from the time correction steps were last implemented.

When unsuitable material is removed and disposed of, the resulting space must be filled with material suitable for the planned use. Remove unsuitable materials from the job site.

SP - 22
19-2 ROADWAY EXCAVATION. In addition to Caltrans Standard Specifications:

Dispose of excavated material not reused. Make arrangements for disposing of the materials outside the public right-of-way. Arrangements include, but not be limited to, entering into agreements with property owners and obtaining necessary permits, licenses, and environmental clearances. Before disposing of any material, submit evidence that the Contractor has entered into agreements with the property owners of the site involved and has obtained the permits, licenses, and clearances to the Engineer.

Stockpile material suitable for use as backfill a sufficient distance from the side of the excavation and not overload to prevent material from sliding into the excavation. Prevent surface water from entering the excavation.

Cover excavations adjacent to the roadway at the end of each day. You may use steel plates to cover excavations not backfilled adjacent to the roadway.

You may use excess excavated material suitable for use elsewhere. Dispose of surplus or unsuitable material at a predetermined site at your expense.

Remove and dispose of water that enter excavations. Dispose of water in a manner to prevent damage or nuisance to adjacent properties.

Existing pavement to remain must be saw cut in a neat, straight, parallel line. All pavement damaged during the work must be cut out in a rectangular pattern, removed, and paved at your expense.

The maximum lift of backfill material depends upon the type of backfill material, relative compaction required, and proposed compaction method to be used, but the loose lift thickness of any material must not exceed 8 inches.

If potential hazardous or other questionable material is encountered, contact the City’s Resident Engineer immediately. Mark the site. Allow the City 24 hours to investigate and render an opinion and actions. Comply with section 14 when handling potential hazardous or other questionable materials. Depending on the volume, contain removed material in drums, or drop boxes, and temporarily stored within the fenced area. The storage duration will only be long enough to obtain analytical laboratory results and confirm disposition instructions on the material. For each discovery, it is anticipated the material will be stored for less than 30 days. 19-2.04 PAYMENT. Removing concrete curb, gutter, sidewalk, driveway, and curb ramp is included in the payment for Roadway Excavation. Roadway Excavation is a final pay item.

SP - 23
SECTION 37. SEAL COATS
37-3 SLURRY SEALS AND MICRO-SURFACINGS
Replace section 37-3.03 with:
37-3.03 MICRO-SURFACINGS
37-3.03A General
37-3.03A(1) Summary
Section 37-3.03 includes specifications for applying micro-surfacing.

Applying a micro-surfacing shall consist of mixing a polymer modified, cationic micro-surfacing emulsion (MSE), aggregate, mineral filler, set-control additives, and water and spreading the mixture on a pavement surface where shown on the plans, in conformance with the provisions in these Special Provisions and State Revised Standard Specifications, and as directed by the Engineer. 37-3.03B Material
37-3.03B(1) Micro-surfacing Emulsion (MSE)
Micro-surfacing emulsion (MSE) shall be homogenous and shall conform to the provisions of these Special Provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process.

The MSE shall conform to the following requirements when tested in conformance with the following test methods:

Polymer Modified, Cationic Micro-Surfacing Emulsion (MSE) Specific Designation Test Method Requirement
Viscosity SSF @ 25°C AASHTO T59 15 – 90 seconds
Sieve, max AASHTO T59 0.30 percent
Settlement, 5 days, max ASTM D6930 or AASHTO T59 5 percent Storage Stability, 1 day, max AASHTO T59 1 percent
Residue by Evaporation, min California Test 331 64 percent Specification Designation for Residue
Specific Designation Test Method Requirement
Penetration @ 25°C, 100g, 5s,

0.1 mm
AASHTO T49 40 – 90
Softening Point, min AASHTO T53 61°C
G*, @ 20°C, 10 rad/seca AASHTO T315 Report Only
Phase angle @ 50°C, 10 rad/sec,
PA (max) – PA baseb
AASHTO T315 Report Only
Stiffness, @ -12°C, MPa and M-
value
AASHTO T315 Report Only
Torsional Recovery, % California Test 332 >21%
Polymer Content, % (by weight) California Test 402 >3.5% 25mm plates for the 50°C test.
8mm plates for the 20°C test.
37-3.03B(2) Water and Additives
Water shall be of such quality that the asphalt will not separate from the MSE before the micro-surfacing is placed on the pavement. If necessary for workability, a set-control agent that will not adversely affect the micro-surfacing product may be used.

SP - 24
37-3.03B(3) Mineral Filler
Mineral filler shall be Portland cement or hydrated lime that is free of lumps. Portland cement shall be either Type I, Type II, or combination thereof. The type of mineral filler shall be determined by the Contractor based on laboratory mix designs. The mineral filler will be considered part of the aggregate gradation requirement.
37-3.03B(4) Aggregate
The aggregate used for micro-surfacing shall be Type II. The material shall be free from vegetation matter and other deleterious substances. Aggregate shall be free of lumps and oversize particles. The aggregate shall be 100% crushed with no rounded particles, volcanic in origin and black in color. The use of gray or light-colored aggregate shall not be allowed. The Contractor shall specify in the bid proposal the name and location of the black rock aggregate quarry and shall provide certification at the preconstruction conference that the rock was crushed a minimum of 90 days prior. The Contractor shall submit samples of the black rock aggregate to the Engineer for review and acceptance.

Aggregate, prior to the addition of the MSE, shall conform to the provisions of these Special Provisions.

If aggregates are blended, each component aggregate shall conform to the Sand Equivalent and Durability Index requirements of these Special Provisions when tested in conformance with the respective California Tests.

The percentage composition by mass of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202:

Type II
Sieve Size Percent Passing
3/8 inch (9.5 mm) 100
#4 (4.75 mm) 94 – 100
#8 (2.36 mm) 65 – 90
#16 (1.18 mm) 40 – 70
#30 (600 µm) 25 – 50
#200 (75 µm) 5 – 15
The aggregate (excluding mineral filler) shall conform to the following quality requirements:

Type II
Test California Test Requirement
Sand Equivalent (min) 217 70
Durability Index (min) 229 75
Percentage of Crushed Particles
(min)1
205 100%
Los Angeles Rattler
Loss at 500 Rev. (max)2
211 35%
1 CT205, Section D, is amended to read: “Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle.”2 Los Angeles Rattler shall be performed on the parent aggregate before crushing.

If the results of the aggregate grading do not meet the specified gradation, the micro-surfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice. However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a percentage passing (PP) range value +/- 1 in any of the Sieve sizes, but not greater SP - 25
than +/-4, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Sieve Sizes Percentage
Passing
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
3/8 inch (9.5 mm) 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #4 (4.75 mm) 94 – 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #8 (2.36 mm) 65 – 90 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #16 (1.18 mm) 40 – 70 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #30 (600 µm) 25 – 50 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 #200 (75 µm) 5 – 15 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 PAYMENT TO CITY $5.00 per ton $7.50 per ton $10.00 per ton $15.00 per ton If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the micro- surfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice.

However, if requested in writing by the Contractor and approved by the Engineer, the Micro-surfacing represented by the tests containing a sand equivalent Value below 70, but not less than 65, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Sand Equivalent Payment to City
70 or over NONE
68 – 69 $5.00 per ton
66 – 67 $7.50 per ton
65 $10.00 per ton
If the results of the Durability Index test for aggregate do not meet the specified requirement, the micro- surfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice.

However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a durability index value below 75, but not less than 70, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Durability Index Payment to City
75 or over NONE
73 – 74 $5.00 per ton
71 – 72 $7.50 per ton
70 $10.00 per ton
When the results of 2 or all 3 of the aggregate grading, the Sand Equivalent, and Durability Index tests do not conform to the specified requirements, both or all three payments to the City shall apply. The City shall deduct these amounts from any moneys due or to become due to the Contractor.

Any progress payment made after the completion date shall not be construed as a waiver of material deductions.

No single aggregate grading, durability index or Sand Equivalent test shall represent more than 300 tons or one day's production, whichever is smaller.

SP - 26
37-3.03B(5) Mix Design
At least 7 working days before the micro-surfacing placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project.

The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits:

Micro-surfacing Mix Design
Material Proportion Limits
Residual Asphalt 7.5% to 10.5% by dry mass of
aggregate
Mineral Filler 0% to 3% by dry mass of aggregate
Additive As needed
Water As needed
Adjustments may be required during construction based on field conditions.

The mix design and aggregate tests shall be performed by a laboratory capable of performing the applicable International Slurry Surfacing Association (ISSA) tests. The proposed micro-surfacing mixture shall conform to the specified requirements when tested in conformance with the following tests:

Test ISSA Test Method Requirements
Wet Cohesion
@ 30 minute (Set) (min)
@ 60 minute (Traffic) (min)
TB* 139
12 kg-cm
20 kg-cm
Excess Asphalt TB* 109 540 g/m2
Wet Stripping (min) TB* 114 90%
TB* = Technical Bulletin
Test ISSA Test Method Requirements
Wet Track Abrasion
6-day soak loss (max)
1-hour soak
TB* 100
810 g/m2
538 g/m2
Displacement
Lateral (max)
Specific Gravity after 1000
cycles of 56.8 kg (max)
TB* 147A
5%

2.10 Classification Compatibility TB* 144 (AAA, BAA) 11 Grade Points Mix Time @ 25°C TB* 113 Controllable to 120 seconds
TB* = Technical Bulletin
The laboratory that performed the tests and designed the mixture shall sign the laboratory report. The report shall show the results of the tests on individual materials and shall compare their values to those required by these Special Provisions. The report shall clearly show the proportions of aggregate, filler (minimum and maximum), water (minimum and maximum), set control additive, and MSE solids content (minimum and maximum) based on the dry mass of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit mass of the aggregate (bulking effect) in conformance with the requirements of ASTM Designation C 29M. Previous laboratory reports covering the same SP - 27
materials may be accepted provided the material test reports were completed within the previous 12 months. The mix design shall further show the recommended changes in mineral filler, water, and additive proportions for high temperature weather conditions by reporting proportions of materials required for 60 seconds of mix time with materials heated to 100°F. This 100°F mixing report will not be required for projects requiring nighttime application.

The component materials used in the mix design shall be representative of the micro-surfacing materials proposed by the Contractor for use on the project.

Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with the provisions of these Special Provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer.

The completed mixture, after addition of water and set control agent, if used, shall be such that the micro- surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in these Special Provisions, the micro-surfacing mixture shall be sufficiently cured to support unrestricted traffic.
37-3.03C Construction
37-3.03C(1) Surface Preparation
Before placing the micro-surfacing, the pavement surface shall be cleaned by sweeping, flushing or by other means necessary to remove loose particles of paving, dirt, vegetation, and other extraneous material.

When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement.
37-3.03C(2) Weather Conditions
The micro-surfacing mixture shall not be placed when the ambient temperature is below 50°F or during unsuitable weather. Micro-surfacing shall not be placed if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours. 37-3.03C(3) Equipment
37-3.03C(3)(a) General
The equipment used by the Contractor for pavement cleaning and excess aggregate removal shall include a self-propelled rotary power broom, mobile pick-up broom or top dumping mobile pick-up broom. 37-3.03C(3)(b) Mixing and Spreading Equipment
The micro-surfacing shall be mixed in continuous pugmill mixers of adequate size and power for the type of micro-surfacing to be placed. All indicators shall be in conformance with the provisions of these Special Provisions and shall be in working order prior to commencing mixing and spreading operations.

Mixer-spreader trucks shall be equipped to proportion the MSE, water, aggregate, mineral filler, and set- control additives by volume. Rotating and reciprocating equipment on mixer-spreader trucks shall be covered with metal guards.

The mixer-spreader truck shall not be operated unless low-flow and no-flow devices and revolution counters are in good working condition and functioning and metal guards are in place. Indicators required by these Special Provisions shall be visible while walking alongside the mixer-spreader truck.

SP - 28
Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest one-tenth of a revolution.

In addition to the requirements of the fourth paragraph of section 5-1.33, “Equipment,” of the State Standard Specifications, the identifying number of mixer-spreader trucks shall be at least 3 inches in height, located on the front and rear of the vehicle.

The micro-surfacing mixture shall be spread by means of a spreader box conforming to sections 37-

3.03C(3)(b)(i) and 37-3.03C(3)(b)(ii).
37-3.03C(3)(b)(i) Spreader Box
The mixture shall be agitated and spread uniformly in the surfacing box by means of motor driven twin- shafted paddles or spiral augers fixed in the spreader box. A front seal shall be provided to insure no loss of the mixture at the road contact point. The rear seal shall act as a final strike-off and shall be adjustable.

The spreader box and rear strike-off shall be so designed and operated that a uniform consistency is achieved to produce a free flow of material to the rear strike-off. The spreader box shall have suitable means provided to side shift the box to compensate for variations in the pavement geometry, the box shall be adjustable. Spreader box skids shall be maintained in such manner as to prevent chatter (wash boarding) in the finished mat. The spreader box in use shall be clean and free of micro-surfacing and MSE at the start of each work shift.

The spreader box shall have a series of strike-off devices at the rear of the box. The leading strike-off device shall be fabricated of steel, stiff rubber or other suitable material. The number of strike-off devices shall be determined by the Contractor. The first strike-off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform micro- surfacing finished surface. The final strike-off device shall be fabricated of flexible material suitable for the intended use and shall be designed and operated to ensure a uniform texture is achieved in the finished surface of the micro-surfacing. The final strike-off device shall be cleaned or changed daily if problems with longitudinal scouring occur.

Flexible fabric drags attached to the rear of the spreader box shall not be used. 37-3.03C(3)(b)(ii) Wheel Path Depression (Rut) Box
The wheel path depression (rut) box shall be designed to have adjustable strike-off devices to regulate the depth and shall have a width of between 5 feet and 6 feet. Hydraulic augers, or similar devices, shall be installed and shall be capable of moving the mixed material from the rear to the front of the filling chamber. These devices shall also be capable of guiding the larger aggregate into the center, deeper section of the wheel path depression, and forcing the finer material toward the outer edges of the spreader box.

The micro-surfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engineer.

Flexible fabric drags attached to the rear of the wheel path depression (rut) box shall not be used.

SP - 29
37-3.03C(3)(c) Mixer and Spreader Truck Calibration
Each mixer/spreader truck used on the project shall be calibrated in accordance with California Test 109.

The trucks shall be calibrated for rock, emulsion, cement, additives, and any mineral filler used.

Calibrations shall take place a maximum of 10 days prior to application of micro-surfacing. The Contractor shall notify the Engineer a minimum of 3 working days prior to calibration so that City representatives may make arrangements to observe.

For all material calibrated, 3 consecutive runs per gate setting shall be completed and these 3 test runs must not deviate from their combined mathematical average by more than 2.0%.

Calibrations will take place at most once a week or as required by the Engineer and no machine will be allowed to work on the project until the calibration has been completed and/or accepted 3 working days before the start of work. Weigh back tickets shall be submitted at the end of each work day that micro- surfacing is placed.
37-3.03C(4) Proportioning
Aggregate, mineral filler, MSE, water, and additives, including the set-control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than 1 kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend.

The aggregate shall be proportioned using a belt feeder operated with an adjustable cutoff gate. The height of the gate opening shall be determinable. The MSE shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump's calibrated condition in conformance with California Test 109 prior to usage.

The delivery rate of aggregate and MSE per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer-spreader truck used on the project in conformance with California Test 109 and in conformance with the provisions of these Special Provisions.

The aggregate belt feeder shall deliver aggregate to the pugmill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2.0 percent of the mathematical average of 3 runs of at least 3 tons each. The emulsion pump shall deliver MSE to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each.

The MSE storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and aggregate belt feeder when the MSE level is lowered to a point where the pump suction line is exposed.

A temperature-indicating device shall be installed in the emulsion storage tank at the pump suction level.

The device shall indicate the temperature of the MSE and shall be accurate to within 10°F.

The belt delivering the aggregate to the pugmill shall be equipped with a device to monitor the depth of aggregate being delivered to the pugmill. The device for monitoring the depth of aggregate shall SP - 30
automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation.
37-3.03C(5) Application Rate of Aggregate
Micro-surfacing spread rates must be within the ranges shown on the following table:

Micro-surfacing Type Application Range
(lb of dry aggregate/sqyd)
Type II 15 – 18
Type III 20 – 30
The micro-surfacing mixture shall be uniformly spread on the existing surfacing within the rate specified without spotting, re-handling, or otherwise shifting of the mixture. 37-3.03C(6) Repair Wheel Path Depressions
When wheel path depressions have a cross section that is deformed 1/2 inch or more, the individual wheel paths shall first be filled utilizing a wheel path depression (rut) box. The depth of the wheel path depression shall be determined after the adjacent ridges have been removed, when applicable. The maximum single application for wheel path depressions shall be 1 inch. Wheel path depressions of depths greater than 1 inch shall require multiple applications in each depression. A pneumatic tired roller shall be used after all rut filling operations. The roller shall make 2 passes at slow speed no more than 7 mph. Wheel path depressions having a cross section greater than 1/2 inch and less than 1 inch shall be paid for under the contract bid item “Micro-surfacing (Type III)”.

Wheel path depression repair shall be constructed with a slight crown to allow for initial compaction by traffic on the micro-surfacing.

Freshly filled wheel path depressions shall be compacted by traffic for a minimum of 12 hours before additional lifts of micro-surfacing material are placed for rut filling purposes or as surface courses. 37-3.03C(7) Placement
Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product, this shall be required for approval in writing 5 working days prior to the start of work.

Through traffic lanes shall be spread in full lane widths only. Longitudinal joints common to 2 traffic lanes shall be butt joints with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the micro-surfacing. Other suitable methods to avoid double placement of the micro-surfacing will be allowed. Hand tools shall be available to remove spillage.

The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the MSE and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities.

SP - 31
Adequate means shall be provided to protect the micro-surfacing from damage by traffic until such time that the mixture has cured sufficiently so that the micro-surfacing will not adhere to or be picked up by the tires of vehicles.

If the micro-surfacing is not capable of supporting unrestricted traffic at the expiration of the road closure hours, the Contractor shall pay the liquidated damaged per the provisions of these Special Provisions.

Placement of the micro-surfacing shall cease before the expiration of road closure hours as specified in these Special Provisions.
37-3.03C(8) Sweeping
Initial sweeping shall begin 1 day after the micro-surfacing placement. Care shall be taken to avoid unraveling the micro-surfacing. Excessive sweeping will not be allowed.

Seven sweepings shall be considered as included in the contract price paid for micro-surfacing. The first sweeping shall be performed the day after the application is applied. The second sweeping shall be performed 3 days after the micro-surfacing application is applied. The third sweeping shall be performed 5 days after the micro-surfacing application is applied. The forth sweeping shall be performed 7 days after the micro-surfacing is applied. The fifth sweeping shall be performed 10 days after the micro-surfacing is applied. The sixth sweeping shall be performed 15 days after the micro-surfacing is applied. The seventh sweeping shall be performed during the punch list process.

Prior to each sweeping, the Contractor shall contact the Engineer with the street’s sweeping schedule.

After sweeping takes place, the Contractor shall contact the Engineer for acceptance of the street sweeping.

If the sweeping is not done to the schedule listed above, the Contractor shall pay the liquidated damaged per the provisions of these Special Provisions.

The Contractor shall remove all loose aggregate from the curbs, gutters, driveways, and sidewalks prior to sweeping the roadway surface. The Contractor will be responsible to sweep abutting adjacent areas and haul routes. The Contractor shall have 1 working day to sweep the adjacent areas and haul route when requested in writing by the Engineer.

The Contractor shall sweep the micro-surfaced streets and adjacent areas with a self-propelled vacuum or regenerative air sweeper. Any additional sweepings required to remove excess material shall be performed as directed by the Engineer at no additional expense to the City.

If rain is anticipated on sweeping days, the contractor shall re-schedule sweeping and notify the Engineer of the rescheduled date.
37-3.03C(9) Test Strip
The Contractor shall construct a test strip for evaluation by the Engineer 10 working days prior to the micro-surfacing application. The test strip shall be 500 feet to 1000 feet long and shall consist of the application courses specified. The test strip shall be constructed at the same time of day or night that the full production of micro-surfacing will be placed and may be constructed in 2 days or nights when multiple course applications are specified. The location of the test strip shall be specified by the City. The crew utilized to place the test strip shall be same as the crew that places microsurfacing for the remainder of the project.

SP - 32
The micro-surfacing test strip shall have a break time and shall be able to be open to cross traffic no greater than 1 hour after the micro-surfacing is placed. This time will be reflected on the global projects break time and capability of being open to cross traffic. The global project shall have this break time and shall be able to be open to cross traffic no greater than 1 hour after placement of the micro-surfacing. If the test strip does not meet this requirement the test strip will be rejected and shall be removed at the Contractors expense.

The Engineer will evaluate the completed test strip after 12 hours of traffic on the completed test strip to determine if the mix design and placement procedure are acceptable. If the mix design or the placement procedure is determined by the Engineer to be unacceptable, the test strip will be rejected, the Contractor shall make modifications, and a new test strip shall be constructed and evaluated by the Engineer. The cost of materials and placement of the test strips, which have been rejected, shall be borne by the Contractor and will not be considered as part of the contract work. If ordered by the Engineer, rejected test strips shall be removed at the Contractors expense. 37-3.03C(10) Repair of Early Distress
If bleeding, raveling, delamination, rutting, or washboarding occurs within 60 days after placing the micro-surfacing, the Contractor shall diligently pursue repairs by any method approved by the Engineer.

The Contractor shall not be relieved from maintenance until repairs have been completed. 37-3.03D Payment
The payment quantity for micro-surfacing bid items paid for by weight is the weight determined by combining the weights of the aggregate and micro-surfacing emulsion. The payment quantity for micro- surfacing does not include the weights of added water, mineral filler, and additives.

Weight shall be determined from calibrations and revolutions per day and verified with weight back tickets. The revolutions for each truck shall be submitted to the construction inspector prior to the start of work and the final revolution count shall be submitted to the construction inspector at the end of the day for every day micro-surfacing is applied, work shall not be permitted until these requirements are met.

All weight tickets including aggregate and emulsion tickets shall be turned in on a daily basis. For materials that is stockpiled prior to the start of the project, those tickets are required on a daily basis and at the end of the business day. In that case, upon project completion, weight back tickets are required for the emulsion and leftover stockpile aggregate shall be deducted and removed.

Full compensation for conforming to all requirements specified in section 37-3.03, “Micro-Surfacings” shall be considered as included in the contract unit price paid per ton for “Micro-Surfacing (Type II)”.

The Contractor shall use a spread rate of 17 pounds of dry aggregate per square yard to determine the contract bid item for “Micro-surfacing Type II”.

SP - 33
SECTION 39. ASPHALT CONCRETE
Add to section 39-2.02A(1):

Type A HMA must comply with the provisions in section 71 of the City of Roseville Construction Standards for 1/2" maximum medium gradation.

Replace Reserved in 39-2.02A(2) with:
processed RAP: RAP that has been fractionated.
substitution rate: Amount of RAP aggregate substituted for virgin aggregate in percent. binder replacement: Amount of RAP binder in OBC in percent. surface course: Upper 0.2 feet of HMA exclusive of OGFC.

Replace Reserved in section 39-2.02B(3) with:

The grade of asphalt binder for Type A HMA must be PG 64-10.

Replace the 1st paragraph in section 39-2.02B(4)(b) with:

The aggregate gradation for Type A HMA must comply ½-inch.

SECTION 51: CONCRETE STRUCTURES
51-7.01A GENERAL. In addition to the Caltrans Standard Specifications:

Drainage inlets, drainage manholes, inlet structures, pipe outlet access control racks, concrete inlet structures, and other miscellaneous concrete structures must comply with section 101 of the City of Roseville Construction Standards.

Concrete aprons at drainage inlets must comply with section 73. 51-7.01D PAYMENT. Constructing drainage inlets, with grates, is included in the payment for Drainage Inlet (Type C).

SECTION 52: REINFORCEMENT
Add to section 52-1.04:

Payment for steel reinforcement in a drainage inlet is included in the payment for various types of drainage inlets.

SP - 34
SECTION 64: PLASTIC PIPE
64-1.01 GENERAL. In addition to the Caltrans Standard Specifications:

High-density polyethylene (HDPE) must comply with conform to the provisions in sections 31 and 101 of the City of Roseville Construction Standards.

SECTION 70: MISCELLANEOUS DRAINAGE FACILITIES
70-1.01 GENERAL. In addition to the Caltrans Standard Specifications:

High-density polyethylene (HDPE) must comply with conform to the provisions in sections 31 and 101 of the City of Roseville Construction Standards.

SECTION 73: CONCRETE CURBS AND SIDEWALKS
Replace 1st paragraph of section 73-1.02A with:

Concrete for curbs, sidewalks, and their appurtenances must be minor concrete containing at least 505 pounds of cementitious material per cubic yard. The maximum aggregate size must be 1 inch. 73-1.03A GENERAL. In addition to the Caltrans Standard Specifications:

Dowel bars must be epoxy-coated. Comply with section 40-1.02C(3).

Apply bonding agent between curb and existing concrete surface. Comply with section 41-1.02D.

Construct curbs and sidewalks monolithically. Only fixed form method is permitted unless authorized.

Clean the concrete surface by abrasive blasting and blow loose material from visible cracks with high- pressure air.

Restore curb markings as follows:

1. "S" indicates sanitary sewer lateral

2. "W" indicates water service lateral

3. Arrows and roman numerals indicate ties to water main valves

4. "High" indicates pressure gas main
SP - 35
73-2.01 GENERAL. In addition to the Caltrans Standard Specifications:

Comply with the following City of Roseville Standard:

1. ST-17 for Type 2 curb and gutter and sidewalk

2. ST-18 for Type 1 and Type 2 barrier curb

3. ST-29 for bus turnout/bus pad
Add to section 73-3.01:
73-3.01D Quality Assurance
73-3.01D(1) Flat Gutter Water Test
Test the curbs with gutters and paved surfaces on slopes of 0.75% or flatter. Water ponding greater than 0.25-inch must be corrected by removing and replacing the curb with gutter and paved surface at your expense until water ponding does not exceed 0.25-inch.

SECTION 77. LOCAL INFRASTRUCTURE
77-1.01 GENERAL. Comply with section 15 for adjusting utilities.

Water items must comply with section 81 of the City of Roseville Construction Standards.

Sanitary sewer items must comply with section 91 of the City of Roseville Construction Standards. 77-1.01C SUBMITTALS. Submit materials required to establish compliance with this Section.

Submittals must include the following:

1. Certified drawings showing all important details of construction and dimensions.

2. Descriptive literature, bulletins, and/or catalogs of the equipment.

3. The total weight of each item.

4. A complete bill of materials.

5. Additional submittal data, where noted with individual pieces of equipment.

6. Test Reports: Provide certified hydrostatic test data, per manufacturer’s standard procedure or MSS-SP-61 for all valves.

7. Certificates: For each valve specified to be manufactured, tested, and/or installed in accordance with ANSI/AWWA and other standards, submit an affidavit of compliance with the appropriate standards, including certified results of required tests and certification of proper installation.

8. Manufacturer’s installation and application data.

9. Operating and maintenance data: Operating and maintenance instructions shall be furnished to the Engineer. The instructions must be prepared specifically for this installation and include all required cuts, drawings, equipment lists, descriptions and other information required to instruct operating and maintenance personnel unfamiliar with such equipment.

10. Warranty: All equipment must meet one year warranty.

SP - 36
77-1.01D QUALITY ASSURANCE. Provide the services of a qualified and factory-trained service representative of the manufacturer to provide operational and maintenance instruction, for a 1-day, 8- hour period for combination air/vacuum valves.

Inspection of the units may be made by the Engineer or other representative of the Owner after delivery. The equipment is subject to rejection at any point due to failure to meet any of the specified requirements, even though submittal data may have been accepted previously. Equipment rejected after delivery shall be marked for identification and shall be removed from the jobsite at once. 77-1.01D (2) QUALIFICATIONS. Valves and appurtenances must be products of well-established firms who are fully experienced, (minimum of 10 years), reputable, and qualified in the manufacture of the particular equipment to be furnished.

The equipment must be designed, constructed, and installed in accordance with the best practices and methods, as applicable.

All units of the same type must be the product of one manufacturer. 77-1.03 CONSTRUCTION. Notify the City and the Engineer at least 10 working days before the intended shutdowns. Keep the duration of shutdowns to a minimum. The main line is limited to a continuous 48-hour shutdown for tie-in. Any 8-inch line can be shutdown for no more than 4 hours and must occur at night, unless authorized by the City. All parts for reconnection must be on-site and ready for installation before shutdown. After dewatering, contractor will have 48 hours to complete tie-in work before the main needs to be refilled and ready to be returned to service. All valve operations (including shutdowns) must be conducted by City staff only. If intermittent shutdowns are required while working next to pipelines, coordinate with the City as specified.

SECTION 86. SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS
In addition to Section 86 of Roseville Construction Standards and the Standard Specifications 86-

2.14C Functional Testing, the following applies:

Functional Testing
All signal systems shall be ready for functional testing five working days prior to signal turn-on.

IISNS
T h e I I S N S m a s t a r m s h a l l b e i n c o n f o r m a n c e w i t h R o s e v i l l e S t a n d a r d D e t a i l T S - 1 1 a n d T S - 1 2 .

Engineered sign mast arm and pole loading calculations must be provided to the City prior to sign mast arm installation.

Signal Interconnect Cable Testing
All fiber optic signal interconnect cables installed and/or modified as part of this project shall be fully tested per section 86-2.08 of the Roseville Construction Standards. Testing procedures shall be verified with the City.

SP - 37
Utility Locating
The Contractor is solely responsible to provide all labor and equipment necessary to locate existing underground facilities beyond the information provided by U.S.A. Markings include, but are not limited to, metal detectors, wire locations, and potholing.

SECTION 87. ELECTRICAL SYSTEMS
In addition to Section 86 of Roseville Construction Standards and the Caltrans Standard Specifications 87-1.03B Conduit Installation, the following applies:

Conduit Installation (Horizontal Directional Drilling Method) Install all conduit under existing pavement using the Horizontal Directional Drilling Method. Install a conduit to a minimum depth of 4 feet and maximum depth of 6 feet. If you must install a conduit less than 4 feet in depth or greater than 6 feet in depth, the installation must be authorized.

The diameter of the bore hole must be no larger than 1.5 times the outside diameter of the conduit.

Water-based mineral slurry or wetting solution may be used to lubricate the boring tool and stabilize the soil surrounding the boring path.

Disposal of residue must comply with section 13-4.03D of the Caltrans Standard Specifications.

The horizontal directional drilling equipment must have directional control of the boring tool and have an electronic boring tool location detection system. During operation, the equipment must be able to determine the location of the tool both horizontally and vertically.

Do not use slurry cement backfill.

Use a mandrel to prove the conduit is free and clear of dirt, rocks, and other debris after installation.

SECTION 90. CONCRETE
90-1.02J CURING COMPOUND. In addition to the Caltrans Standard Specifications:

Concrete curing compound must be clear with fugitive red dye complying with section 71-5 of the City of Roseville Construction Standards.

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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS

AIR QUALITY NOTES

KIMLEY-HORN (KH) GENERAL NOTESCITY OF ROSEVILLE GENERAL NOTES

EROSION AND SEDIMENTCONTROL NOTES (SWPPP)

FIRE DEPARTMENT NOTES (COMMERCIAL)
””
“”
2 GN-01GENERAL NOTES
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS

GRADING NOTES (SWPPP)

RECYCLED WATER ONSITE NOTES

TREE PRESERVATION NOTES

TRAFFIC SIGNAL NOTES
3 GN-02GENERAL NOTES
“ ”
””“” “”
””“ ”
a.“ ”“ ”b. “”
“”
“”
” ”“ ”
…………………………””………………………””…………………………”
…
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SECTION A-AWESTBROOK BLVD"WS" STA 11+20 TO 14+46"WN" STA 12+86 TO 16+43NTS SECTION B-BBLUE OAKS BLVD - WEST OF WESTBROOK BLVD"BW" STA 18+70 TO 22+69NTS SECTION D-DBLUE OAKS BLVD & WESTBROOK BLVD - EAST LEG"BW" STA 28+10 TO 30+74NTS SECTION E-EBLUE OAKS BLVD & HAYDEN PKWY - WEST LEG"BE" STA 22+73 TO 25+17NTS SECTION F-FBLUE OAKS BLVD & HAYDEN PKWY - EAST LEG"BE" STA 26+70 TO 30+50NTS SECTION C-CBLUE OAKS BLVD & WESTBROOK BLVD - WEST LEG"BW" STA 22+69 TO 26+25NTS Know what'sbelow.before you dig.Call
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
4 TX-01TYPICAL SECTIONS

CURB & GUTTER CALLOUT POINTS
LEGEND

GENERAL NOTESPAVEMENT STRUCTURAL SECTIONS
TYPE 1 BARRIER CURB
TYPE 2 BARRIER CURB

BLUE OAKS BLVDLOWER BANK DR

WESTPARK DR

BLUE OAKS BLVD

HAYDEN PKWY

BLUE OAKS BLVD

WESTBROOK BLVD

BLUE OAKS BLVD

ALIGNMENT CURVE TABLE

ALIGNMENT LINE TABLE
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
5 HC-01HORIZONTAL CONTROL

BASIS OF BEARING

ALIGNMENT TABLE
MATCHLINE "BE" LINESTA 27+00 SEE ABOVE
MATCHLINE "BW" LINESTA 29+50 SEE BELOW
MATCHLINE "BW" LINESTA 29+50 SEE ABOVE
MATCHLINE "BE" LINESTA 27+00 SEE BELOW
NORTH
SS

WESTBROOK BLVD

BROOKSTONE DR (SOUTH)A
A

CURVE TABLE

LINE TABLE

ALIGNMENT CURVE TABLEALIGNMENT LINE TABLE
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
6 L-01

LAYOUT - WESTBROOK SOUTH

GENERAL NOTES

CONSTRUCTION NOTES
NORTH

DEMOLITION NOTES

BASIS OF BEARING
LEGEND

S

WESTBROOK BLVD

BROOKSTONE DR (NORTH)
A
A

CURVE TABLELINE TABLEALIGNMENT LINE TABLE
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
7 L-02

LAYOUT - WESTBROOK NORTHCONSTRUCTION NOTES
NORTH

DEMOLITION NOTES

GENERAL NOTES
LEGEND

S
S

BLUE OAKS BLVD

WESTBROOK BLVD
C
C
D
D
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
8 L-03LAYOUT - BLUE OAKS
MATCHLINE "BW" LINESTA 21+50 SEE SHEET L-04MATCHLINE "BW" LINESTA 32+50 SEE SHEET L-04

CONSTRUCTION NOTESDEMOLITION NOTES
NORTH

GENERAL NOTESLEGEND

S

BLUE OAKS BLVD

CLOUD DANCE DRB
B

BLUE OAKS BLVD

LOWER BANK DR
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
9 L-04LAYOUT - BLUE OAKSDEMOLITION NOTES
MATCHLINE "BW" LINESTA 32+50 SEE SHEET L-03
MATCHLINE "BW" LINESTA 21+50 SEE SHEET L-03

CONSTRUCTION NOTESNORTH
LEGEND

GENERAL NOTES
SS

BLUE OAKS BLVD

HAYDEN PKWY
E
E
F
F
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
10 L-05LAYOUT - BLUE OAKS
MATCHLINE "BE" LINESTA 20+50 SEE SHEET L-06MATCHLINE "BE" LINESTA 31+50 SEE SHEET L-06

CONSTRUCTION NOTESDEMOLITION NOTES
NORTH
LEGEND

GENERAL NOTES
S
S
S
S
S S

BLUE OAKS BLVD

CITRA DR

BLUE OAKS BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
11 L-06LAYOUT - BLUE OAKS
MATCHLINE "BE" LINESTA 31+50 SEE SHEET L-05
MATCHLINE "BE" LINESTA 20+50 SEE SHEET L-05
NORTH
NORTH

DEMOLITION NOTESCONSTRUCTION NOTES

GENERAL NOTES
LEGEND

BLUE OAKS BLVD

SBLUE OAKS BLVDCURVE TABLE

LINE TABLE

S BLUE OAKS BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
12 CD-01CONSTRUCTION DETAILS
MATCHLINE "BW" LINESTA 22+00 SEE ABOVE
MATCHLINE "BW" LINESTA 22+00 SEE BELOWLEGEND
NORTH

CONSTRUCTION NOTES

SS S BLUE OAKS BLVD
S

BLUE OAKS BLVD

CURVE TABLE

BLUE OAKS BLVD

LINE TABLE
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
13 CD-02CONSTRUCTION DETAILS
MATCHLINE "BE" LINESTA 20+00 SEE ABOVE
MATCHLINE "BE" LINESTA 20+00 SEE BELOW
LEGEND
NORTH
NORTH
NORTH

CURVE TABLE

BLUE OAKS BLVD

BLUE OAKS BLVD

BLUE OAKS BLVD

LINE TABLE
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
14 CD-03CONSTRUCTION DETAILS
LEGEND
NORTH
NORTH
NORTH

CURB CUT DETAIL
S S

WESTBROOK BLVD

BROOKSTONE DR (NORTH)
SS
S

WESTBROOK BLVD

BROOKSTONE DR (SOUTH)
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
15 DU-01DRAINAGE AND UTILITY
NORTH
NORTH
LEGEND

GENERAL NOTES

DRAINAGE NOTESUTILITY NOTES
S
S

BLUE OAKS BLVD

WESTBROOK BLVD
65708090
0+001+002+003+004+00
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
16 DU-02DRAINAGE AND UTILITY
MATCHLINE "BW" LINESTA 21+50 SEE SHEET DU-03MATCHLINE "BW" LINESTA 32+50 SEE SHEET DU-03 NORTH

UTILITY NOTES GENERAL NOTES

DRAINAGE NOTES
LEGEND
PROFILE - 24" RECYCLED WATER LINE

S BLUE OAKS BLVDCLOUD DANCE DR

BLUE OAKS BLVD

LOWER BANK DR
65708090
4+005+006+007+008+008+50
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
17 DU-03DRAINAGE AND UTILITY
MATCHLINE "BW" LINESTA 32+50 SEE SHEET DU-02
MATCHLINE "BW" LINESTA 21+50 SEE SHEET DU-02
NORTH

GENERAL NOTESUTILITY NOTES

DRAINAGE NOTES
LEGEND
PROFILE - 24" RECYCLED WATER LINE

SSBLUE OAKS BLVD

HAYDEN PKWY
708090100
708090100
0+001+002+003+004+005+005+58
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
18 DU-04DRAINAGE AND UTILITY
MATCHLINE "BE" LINESTA 21+00 SEE SHEET DU-05MATCHLINE "BE" LINESTA 32+50 SEE SHEET DU-05

UTILITY NOTES

GENERAL NOTESDRAINAGE NOTESLEGEND
PROFILE - 24" DOMESTIC WATER LINE
S
S
S
S

S SBLUE OAKS BLVDCITRA DRCITRA DR

BLUE OAKS BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
19 DU-05DRAINAGE AND UTILITY
MATCHLINE "BE" LINESTA 32+50 SEE SHEET DU-04
MATCHLINE "BE" LINESTA 21+00 SEE SHEET DU-04
NORTH
NORTH

GENERAL NOTESUTILITY NOTESDRAINAGE NOTES
LEGEND
S

WESTBROOK BLVD

BROOKSTONE DR (NORTH)
S

WESTBROOK BLVD

BROOKSTONE DR (SOUTH)
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
20 SS-01SIGNING AND STRIPING

GENERAL NOTES

STRIPING NOTESNORTH
NORTH

SIGNING NOTES
LEGEND

BLUE OAKS BLVD

WESTBROOK BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
21 SS-02SIGNING AND STRIPING

STRIPING NOTES
NORTH
MATCHLINE "BW" LINESTA 21+50 SEE SHEET SS-03MATCHLINE "BW" LINESTA 32+50 SEE SHEET SS-03

LEGENDGENERAL NOTES

SIGNING NOTES
DETAIL 13(PER CALTRANS 2010 STANDARD PLAN)
DETAIL 30(PER CALTRANS 2010 STANDARD PLAN)

BLUE OAKS BLVDCLOUD DANCE DR

BLUE OAKS BLVD

LOWER BANK DR
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
22 SS-03SIGNING AND STRIPING

STRIPING NOTES
NORTH

GENERAL NOTES
MATCHLINE "BW" LINESTA 32+50 SEE SHEET SS-02
MATCHLINE "BW" LINESTA 21+50 SEE SHEET SS-02

SIGNING NOTES LEGEND
MATCHLINE "BW" LINESTA 44+00 SEE SHEET SS-04

BLUE OAKS BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
23 SS-04SIGNING AND STRIPING
NORTH

GENERAL NOTESLEGEND
MATCHLINE "BW" LINESTA 44+00 SEE SHEET SS-03SIGN SCHEDULE

ENDSLANERIGHT

PASSNOTDO

SIGNING NOTESSTRIPING NOTESDEMOLITION NOTES

ONLYONEWAY

ENDSPAVEMENT

TO REQUESTGREENWAITON
STRIPING SCHEDULEPAVEMENT MARKINGSCHEDULEPATTERN ORLEGENDINSTALLNo.TOTAL SQ.FT.LIMIT LINE1810523949TYPE VI - LANE DROP ARROWTYPE III - LEFT-TURN ARROW22922 TYPE III - RIGHT-TURN ARROW9377BIKE LANE MARKING5105

BLUE OAKS BLVD

HAYDEN PKWY
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
24 SS-05SIGNING AND STRIPING

STRIPING NOTES
MATCHLINE "BE" LINESTA 20+50 SEE SHEET SS-06MATCHLINE "BE" LINESTA 31+50 SEE SHEET SS-06

GENERAL NOTES
NORTH

SIGNING NOTES LEGEND

BLUE OAKS BLVD

CITRA DR

BLUE OAKS BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
25 SS-06SIGNING AND STRIPINGMATCHLINE "BE" LINESTA 31+50 SEE SHEET SS-05 MATCHLINE "BE" LINESTA 20+50 SEE SHEET SS-05

STRIPING NOTES

GENERAL NOTES

SIGNING NOTES
NORTH
NORTH
LEGEND
S

BROOKSTONE DR (SOUTH)

WESTBROOK BLVD
S

BROOKSTONE DR (SOUTH)

WESTBROOK BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS

GENERAL NOTES
NORTH
CONSTRUCTION NOTES:
26 TS-01

TRAFFIC SIGNAL PLAN - WESTBROOK BLVD &BROOKSTONE DR (SOUTH)

EVP ASSIGNMENTS

PROPOSED PHASE SEQUENCE
DETAIL 'A'4-SECTION VEHICLEHEADDETAIL 'B'FLASHING YELLOW ARROWSIGNAL HEADREMOVAL PLAN

DETAIL 'C'
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
27 TS-02

TRAFFIC SIGNAL SCHEDULE - WESTBROOK BLVD &

BROOKSTONE DR (SOUTH)

POLE AND EQUIPMENT SCHEDULECONDUCTOR SCHEDULE
SDMHS

SWESTBROOK BLVD

BROOKSTONE DR (NORTH)
SDMH

WESTBROOK BLVD

BROOKSTONE DR (NORTH)
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
28 TS-03

TRAFFIC SIGNAL PLAN - WESTBROOK BLVD &BROOKSTONE DR (NORTH)NORTH

EVP ASSIGNMENTS
PROPOSED PHASE SEQUENCECONSTRUCTION NOTES:CONSTRUCTION NOTES:

REMOVAL PLAN
DETAIL 'A'4-SECTION VEHICLEHEAD DETAIL 'B'FLASHING YELLOW ARROWSIGNAL HEAD

DETAIL 'C'
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
29 TS-04

TRAFFIC SIGNAL SCHEDULE - WESTBROOK BLVD &

BROOKSTONE DR (NORTH)

CONDUCTOR SCHEDULEPOLE AND EQUIPMENT SCHEDULE

BLUE OAK BLVD

WESTBROOK BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
30 TS-05

TRAFFIC SIGNAL PLAN - BLUE OAKS BLVD & WESTBROOK
BLVD
NORTH
CONSTRUCTION NOTES:

EVP ASSIGNMENTS

PROPOSED PHASE SEQUENCE

DETAIL 'A'
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
31 TS-06

TRAFFIC SIGNAL SCHEDULE - BLUE OAKS BLVD &

WESTBROOK BLVD

POLE AND EQUIPMENT SCHEDULECONDUCTOR SCHEDULE

E EEEEEEEE
E
E
E
E
EE
EEEEE

BLUE OAKS BLVD

HAYDEN PKWY
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
32 TS-07

TRAFFIC SIGNAL PLAN - BLUE OAKS BLVD & HAYDEN
PKWY
NORTH

EVP ASSIGNMENTS
PROPOSED PHASE SEQUENCECONSTRUCTION NOTES:

DETAIL 'A'
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
33 TS-08

TRAFFIC SIGNAL SCHEDULE - BLUE OAKS BLVD &

HAYDEN PKWY

POLE AND EQUIPMENT SCHEDULE
E
E
E
E
E
E
E
E
E
E
E
E

CONDUCTOR SCHEDULE
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
34 TS-09TRAFFIC SIGNAL DETAILS
SS

BROOKSTONE DR (SOUTH)
S

WESTBROOK BLVD
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
35 IC-01

INTERCONNECT PLAN - WESTBROOK BLVD
CONSTRUCTION NOTES:

BROOKSTONE DR (SOUTH)

DURANGO WY

WESTBROOK BLVD
NORTH

CASTLE ROCK WAY

WESTBROOK BLVD

OCTAVE WAY

PAYSON AVE
NORTH
NORTH
SS S
S
S
S

BROOKSTONE DR (NORTH)
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
36 IC-02

INTERCONNECT PLAN - WESTBROOK BLVDNORTH
NORTH

WESTBROOK BLVD

WESTBROOK BLVD

BLUE OAKS BLVD
CONSTRUCTION NOTES:

WESTBROOK BLVD

BROOKSTONE DR (NORTH)
NORTH
S
S
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
37 IC-03

INTERCONNECT PLAN - BLUE OAKS BLVD
NORTH
NORTH

BLUE OAKS BLVD

LOWER BANK DRWESTBROOK BLVD

BLUE OAKS BLVD

WESTPARK DR
CONSTRUCTION NOTES:

S
SSS
S
S S
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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
38 IC-04

INTERCONNECT PLAN - BLUE OAKS BLVD
NORTH
NORTH

BLUE OAKS BLVD

CITRA DR

BLUE OAKS BLVD HAYDEN PKWY
CONSTRUCTION NOTES:

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39WESTBROOK SPORTS COMPLEXINTERSECTION IMPROVEMENTS
39 FO-01FIBER OPTIC SPLICE DIAGRAMS

COUNCIL COMMUNICATION
CC #:
2861
File #:
0203-09
Title:

Lighting Repair and Replacement Project - Contract Purchase Agreement Contact:

Blaine Wiegel 916-746-1833 [email protected]

Meeting Date: 8/16/2023
Item #: 6.3.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute Contract Purchase Agreement #3002760 with WESCO Services LLC dba WESCO Energy Solutions, to provide lighting repair services and light emitting diode (LED) fixture replacements at the Pleasant Grove Wastewater Treatment Plant.

BACKGROUND
The Pleasant Grove Wastewater Treatment Plant (PGWWTP) is currently utilizing incandescent lighting that requires large amounts of electricity. All plant fixtures are reaching or past the end of life. This repair/replacement project will upgrade many fixtures while retrofitting others to lower wattage, resulting in lower electricity costs. The projected annual savings for work outlined in the project proposal is $141,227 which provides a complete return on investment in just under three years (2.91yrs). This will reduce energy consumption at the PGWWTP by 461,357-kilowatt hours (kWh) per year.

FISCAL IMPACT
The estimated cost for this service is $481,248 with a 10% contingency ($48,124.80) for increasing lighting material costs, for a total not to exceed $529,372.80. Funding will be provided from the Environmental Utilities Department's Dry Creek and Pleasant Wastewater Treatment Plants Lighting Rehabilitation Project budget in the Wastewater Regional Rehabilitation Fund.

ENVIRONMENTAL REVIEW
The proposed project involves the repair of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Blaine Wiegel,
Preventative Maintenance Coordinator
Richard Plecker, Environmental Utilities Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-332
Contract
Proposal
CEQA Exemption
RESOLUTION NO. 23-332

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY

OF ROSEVILLE AND WESCO SERVICES LLC DBA WESCO ENERGY SOLUTIONS,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON

BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a contract purchase agreement (3002760) to provide lighting repair services and light emitting diode (LED) fixture replacements at the Pleasant Grove Wastewater Treatment Plant, by and between the City of Roseville and WESCO Services LLC dba WESCO Energy Solutions, has been reviewed by the City Council.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract amount.

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said contract purchase agreement is approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

______________________________
MAYOR

ATTEST:

________________________
City Clerk

Notice of Exemption

To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678

Project Title: Lighting Repair and Replacement Project – Contract Purchase Agreement

Project Location(s): 5051 Westpark Drive, Roseville, CA 95747. Assessor’s Parcel Number 017-101-025-000.

Project Description: The Environmental Utilities Department (EU) requests that the City Council adopt a resolution authori zing a Contract Purchase Agreement to provide lighting repair services and light emitting diode (LED) fixture replacements at the Pleasant Grove Wastewater Treatment Plant (PGWWTP). The PGWWTP is currently utilizing incandescent lighting that requires large amounts of electricity. All plant fixtures are reaching or past the end of life. This repair/replacement project will upgrade many fixtures while retrofitting others to lower wattage, resulting in lower electricity costs and reduce energy consumption at the PGWWTP by 461,357- kilowatt hours (kWh) per year. The project would not result in an expansion of use.

Public Agency Approving Project: Roseville City Council

Agency/Individual Carrying Out Project: City of Roseville Environmental Utilities Department

Reason why this Project is Exempt: The project qualifies for a Class 1 Categorical Exemption as described in Section 15301 and Section 15302 of the California Environmental Quality Act (CEQA) guidelines which states:

“Class 1 (Existing Facilities) consists of … the repair … of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use… Examples include, but are not limited to: (a) Interior or exterior alterations involving such things as interior part itions, plumbing, and electrical conveyances.”

The project consists of replacing and repairing e xisting incandescent lighting with LED fi xtures, which would decrease energy consumption and cost. The project would not result in expansion of use. Consequently, the Class 1 Categorical Exemption applies.

Lead Agency Contact Person: Blaine Wiegel , Roseville Department of Environmental Utilities (916-746-1833).

Signature: Date: 07-31-2023
Jessica Lynch, Environmental Coordinator
City of Roseville

COUNCIL COMMUNICATION
CC #:
2869
File #:
0900-02-02-2 & 0201-01
Title:

Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation Project – Design-Build Construction Agreement and Budget Adjustment Contact:

Jeremy Snyder 916-413-9236 [email protected]

Meeting Date: 8/16/2023
Item #: 6.4.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a design-build construction agreement with Syblon Reid for the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Pumps and Variable Frequency Drive Replacement Project.

Staff additionally recommends that the City Council adopt an ordinance to approve a budget adjustment for the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Pumps and Variable Frequency Drive Replacement Project.

BACKGROUND
The Environmental Utilities Department (EUD) released Request for Proposals No. 08-114 to solicit proposals for complete design-build services for the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Pumps and Variable Frequency Drive Replacement Project. The Project includes installation, testing, communications/networking, programming and Supervisory Control and Data Acquisition (SCADA) integration, and engineering of multiple Variable Frequency Drives (VFD’s) and influent pump replacements. EUD’s technical staff evaluated proposals from qualified vendors on qualifications, experience, and cost. Syblon Reid was ranked first in overall scoring.

The Project was initiated to replace end-of-life electrical equipment and pumps at the influent pump station at the Pleasant Grove Wastewater Treatment Plant. The VFD’s are no longer supported and spare parts are unavailable. Additionally, the original equipment manufacturer no longer exists that would be able to provide service and/or parts. The pumps are beginning to require significant repair more often, have become less reliable, and the rebuild costs, due to the age of the equipment, has increased significantly.

FISCAL IMPACT
EUD’s Pleasant Grove Wastewater Treatment Plant Influent Pump Station Pumps and Variable Frequency Drive Replacement Project requires an additional $2,478,200

from available
resources in the Wastewater Regional Rehabilitation Fund to complete the work. The recommended budget adjustment increases the Project’s total budget to $4,012,200 – to cover the design-build agreement with Syblon Reid of $3,812,200 plus an additional budget $200,000 for staff secondary labor and technology equipment purchases.

Overall costs for the Project will be shared between the South Placer Wastewater Authority (SPWA) partners, which include the City of Roseville, the South Placer Municipal Utilities District (SPMUD) and Placer County (County). The City’s Wastewater Regional Rehabilitation Fund will be reimbursed for approximately 35 percent of the Project’s actual cost from its partners SPMUD and the County. For this $2,478,200 budget request, EUD will be reimbursed approximately $867,370. The resultant fiscal impact of this budget request to the available resources in the Wastewater Regional Rehabilitation Fund will be $1,610,830 after the City is reimbursed. Overall, the City’s share of the project’s total lifetime budget will be approximately $2,607,930, which is the total lifetime budget less the estimated 35% reimbursed from the SPWA partners.

ENVIRONMENTAL REVIEW
The proposed project involves the repair and maintenance of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Jeremy Snyder, Preventative Maintenance Supervisor
Richard D. Plecker, Environmental Utilities Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-336
Design-Build Construction Agreement
Ordinance 6699
Budget Adjustment
Successful Proposal (part 1 of 2)
Successful Proposal (part 2 of 2)
Request for Proposal - RFP 08-114
CEQA Exemption
RESOLUTION NO. 23-336

APPROVING A DESIGN-BUILD CONSTRUCTION AGREEMENT, BY AND BETWEEN

SYBLON REID AND THE CITY OF ROSEVILLE, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a Design-Build Construction Agreement for the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation project, by and between Syblon Reid and the City of Roseville, has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 20__, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

______________________________
MAYOR

ATTEST:

________________________
City Clerk

[L:\agreement\form agreements\Design Build Agreement.docx; 2/3/2022]

DESIGN-BUILD CONSTRUCTION AGREEMENT
(PROJECT:
___Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation )
This Design-Build Construction Agreement ("Agreement") is made and entered into this ____ day of ______________, 20_23__, by and between the City of Roseville, a municipal corporation ("CITY") and ___
Syblon Reid, a CA General Partnership_ ("CONTRACTOR").

RECITALS
WHEREAS, CITY has issued a Request for Proposals pursuant to which CITY solicited proposals from design-build contractors to construct the ___Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation____ project ("Project"); and WHEREAS, CONTRACTOR has submitted a Proposal, dated ___June 7, 2023______ attached hereto and made a part hereof as Exhibit F, and CITY has selected CONTRACTOR to provide design and construction services as set forth in this Agreement; and WHEREAS, CONTRACTOR is ready, willing and able to perform the aforementioned services
required in accordance with the terms and conditions of this Agreement; and NOW, T
HEREFORE, CITY and CONTRACTOR agree as follows:

ARTICL
E 1
DEFI

NITIONS

1.1 " A
pplicable Laws" means all laws, codes, ordinances, rules and regulations of governmental authorities having jurisdiction over the Site and/or the Work.

1.2 "A
pplication for Payment" means the document prepared by CONTRACTOR and submitted to CITY showing CONTRACTOR’s entitlement to progress payments, the requirements of which are more fully described in Section 5.3 hereof.

1.3 “A
rchitect/Engineer” means a licensed professional(s) (and/or entity(ies)) retained by CONTRACTOR, with the approval of CITY, who provides architectural, design and/or engineering services as may be required by the Work. The Architect/Engineer shall be registered in the State of California and the architect and/or engineer of record for the Work pursuant to their design responsibilities. The Architect/Engineer shall be the Architect/Engineer(s) stated in the Proposal, unless substituted by CONTRACTOR based upon CITY’s written pre-approval.

1.4 "A
uthorized Representatives" means the Design-Build Team and those individuals appointed by CITY and CONTRACTOR from time to time in accordance with the provisions of Section 3.1.1.
2 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

1.5 "Business Day" means any day when the office of the City Clerk of the City of Roseville is open for business.

1.6 "Certificate of Substantial Completion" means a certificate prepared by CONTRACTOR in accordance with Section 5.12 and forwarded to CITY.

1.7 "
Certificate of Final Completion" means a certificate prepared by CONTRACTOR and forwarded to CITY stating that the Project is finally complete and that CONTRACTOR is entitled to Final Payment in accordance with Article 5 hereof.

1.8 "
Change Directive" means a written order signed by CITY directing a change in the Work. A Change Directive shall state a proposed basis for adjustment, if any, in the GMP or Schedule. CITY may order changes in the Work within the general scope of the Contract, and a Change Directive shall be used in the absence of total agreement on the terms of a Change Order.

1.9 "
Change Order" means a written order signed by CONTRACTOR and CITY authorizing a change in the Work, which also may adjust the GMP and/or the Schedule, and which shall constitute a Modification. The GMP and/or Schedule may be changed only by Change Order.

1.10 "Change Proposal" means a proposal for a Change Order submitted by CONTRACTOR to CITY, either at the request of CITY, or at CONTRACTOR's own initiative.

1.11 "
Construction Allowance Items" [reserved]

1.12 "
Construction Documents" means the plans and specifications prepared by the Design- Build Team for the Project, approved by CITY, and incorporated into this Agreement by reference after such approval, to be used to construct the Project. The Construction Documents shall set forth in detail all items necessary to complete the construction of the Project in accordance with the Contract Documents (subject to their completion following commencement of the Construction Phase). All amendments and modifications to the Plans and Specifications must be approved by CITY prior to incorporation into this Agreement. CONTRACTOR’s attention is hereby directed to the confidentiality requirements of Section 2.2.

1.13 "
Construction Notice to Proceed" means the notice given by CITY to CONTRACTOR stating that the Site is available to CONTRACTOR and directing CONTRACTOR to commence construction of the Project in accordance with Section 4.2.1.

1.14 "
Construction Phase" means the period beginning with the issuance of the Construction Notice to Proceed and ending on the date of Final Completion of the Project.

1.15 "Construction Work" means that portion of the Work consisting of the provision of labor, materials, equipment and services in connection with the construction of the Project as set forth in the Contract Documents.
3 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

1.16 "Contingency Costs” means those items of Cost of the Work attributable to a contingency for which CITY is responsible and which are payable by CITY to CONTRACTOR pursuant to a Change Order as provided in Article 6.

1.17 "Contract Documents" means this 1) Agreement, 2) its Exhibits, and 3) the Construction Documents, all of which, together with this Agreement, form the entire integrated agreement between CITY and CONTRACTOR. In the event of a conflict between any of these documents, this Agreement controls, followed by its Exhibits.

1.18 "Contract" or “Agreement” means this Design -Build Construction Agreement, its exhibits, and all amendments and/or modifications hereto executed by the parties.

1.19 "Contract Time" means the period of time, including authorized adjustments, allotted in the Schedule for the Final Completion of the Work.

1.20 "CONTRACTOR" means the individual or entity identified in the preamble to this Agreement.

1.21 "CONTRACTOR Event of Default" shall have the meaning set forth in Section 12.1 hereof.

1.22 "Cost of the Work" consists of those items of Work, which are paid for by CITY to CONTRACTOR, and consist of those categories of costs set forth as allowable on Exhibit A.

1.23 "CPM" means a critical path method schedule in the form of precedents, networks and time sequences.

1.24 "Day" or "Days" means calendar days.

1.25 "Delay Costs” means those items of Cost of the Work attributable to an Excusable Delay for which CITY is responsible and which are payable by CITY to CONTRACTOR pursuant to a Change Order as provided in Article 6.

1.26 “Design-Build Team” includes the following: Architect/Engineer; CONTRACTOR; and/or others as coordinated by CONTRACTOR and CITY.

1.27 "Design Development Documents" means the drawings, specifications and other documents prepared by the Design-Build Team for CITY's review and approval prior to the preparation of the Construction Documents. The Design Development Documents shall illustrate the scale and relationship of Project components, outline the nature and structural exterior and three dimensional scale of the Project and shall fix and describe in detail the configuration and character of the Project concerning all items of the Project necessary for the complete and final preparation of the Construction Documents in accordance with the requirements of the Contract Documents, including architectural and electrical systems, materials and such other elements as may be appropriate. CONTRACTOR’s attention is hereby directed to the confidentiality requirements of Section 2.2.
4 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

1.28 "Design Materials" means any and all documents, shop drawings, electronic information, data, plans, drawings, sketches, illustrations, specifications, descriptions, models and other information developed, prepared, furnished, delivered or required to be delivered by CONTRACTOR to CITY under the Contract Documents or developed or prepared by CONTRACTOR specifically to discharge its duties under the Contract Documents.

CONTRACTOR’s attention is hereby directed to the confidentiality requirements of Section 2.2.

1.29 "Design Work" means that portion of the Work consisting of t he design services required to be provided in connection with the design of the Project as set forth in the Contract Documents, which shall be performed consistent with the standards of professional care set forth herein.

1.30 "Excusable Delay" shall have the meaning set forth in Section 4.4.2 hereof.

1.31 "Fee", if applicable, means the fee payable to CONTRACTOR pursuant to this Contract and as part of the GMP, if shown on Exhibit A attached hereto.

1.32 "Final Completion" means the point at which the Work has been completed in accordance with the terms and conditions of the Contract Documents, including completion of all Punch list items.

1.33 "Force Majeure" means labor dispute (excluding labor shortage), fire, unusual delay in transportation or delivery, unavoidable casualty, flood (assuming CONTRACTOR has taken reasonable precautions), earthquake, epidemic, civil disturbance, war, freight embargo, riot, sabotage (by persons other than CONTRACTOR or Subcontractors), material shortage or any other similar act or condition, in each case only to the extent the event in question is beyond the reasonable control of and without the fault or negligence of CONTRACTOR.

1.34 "Governmental Approvals" means those CITY approvals necessary for the completion of the Project, including, but not limited to, modification of existing zoning, vacation of certain streets and/or alleys, and modifications to or variances from applicable building or zoning regulations.

1.35 "Guaranteed Maximum Price" or "GMP" means the amount set forth on Exhibit A hereto, which may be increased or decreased in accordance with the provisions of the Contract Documents.

1.36 "Hazardous Materials" means those items identified on Exhibit C hereto.

1.37 "Indemnified Parties" includes, but is not limited to, CITY, its agents, officers, employees, and volunteers.

1.38 "Liquidated Damages" means the damages payable by CONTRACTOR to CITY in the event CONTRACTOR does not achieve Final Completion of the Project by the date required on the Schedule, as adjusted, as more fully described in Section 4.6 hereof. 5 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

1.39 "Modification" means an amendment to this Agreement executed by the parties after the date hereof.

1.40 "Party" shall mean CITY or CONTRACTOR individually, and "Parties" shall mean CITY and CONTRACTOR collectively.

1.41 "Payment and Performance Bonds" means the payment bond and performance bond issued by an admitted Surety covering the faithful performance and completion of the Construction Work, including payment for all materials and labor furnished or supplied in connection with the Construction Work, by CONTRACTOR. Such bonds shall be in the form described in Exhibit E.

1.42 "Project" means the design and construction of the project described in the Recitals, together with all on-site infrastructure, site improvements and appurtenances to be designed, if any, constructed and installed in connection therewith, as more fully set forth and described in the Contract Documents and as required thereby or reasonably inferred therefrom.

1. 43 "Project Manager" means the person assigned by the director of the CITY administering department to monitor the Project and Work.

1.44 "Punch List" means those minor items of Work to be completed after Substantial Completion and prior to Final Completion, which do not prevent the Project from being used for the purpose for which it is intended and which will not prevent beneficial occupancy or use.

1.45 "Retention" means the amount withheld from progress payments from CITY to CONTRACTOR from time to time, as more fully described in Article 5 hereof.

1.46 "Schedule" means the schedule pursuant to the Proposal and/or other Contract Documents to which CONTRACTOR has agreed to complete the Work. The Schedule shall be adjusted pursuant to the provisions of the Contract Documents. In the event the Schedule is not contained within the Proposal, then CONTRACTOR shall provide to CITY, within fifteen (15) days of issuance of a notice to proceed by CITY, with a complete milestone schedule identifying, among other things, critical paths (if any) and total calendar days until Substantial and Final Completion. In the event the Schedule is contained in the Proposal, the start of the Schedule shall be adjusted by the CONTRACTOR to reflect the date of the Notice To Proceed.

1.47 "Scheduled Date of Substantial Completion" means the date CONTRACTOR has agreed to achieve Substantial Completion of the Project in accordance with the Schedule, as adjusted.

1.48 "Scope Change Costs" means those items of Cost of the Work attributable to changes in scope of the Work and payable by CITY to CONTRACTOR pursuant to a Change Order, as provided in Article 6.
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1.49 "Separate Contractors" means those individuals or entities (including, but not limited to, concessionaires) who have entered into arrangements with CITY for the provision of labor, materials or other services in connection with the Project.

1.50 "Site" is the real property on which the Project will be located.

1.51 "Subcontract" means an agreement between CONTRACTOR and another person or entity engaged to perform a portion of the Work.

1.52 "Subcontractor" means an individual or entity who has entered into an agreement with CONTRACTOR or another Subcontractor for the provision of labor, materials or other services required to be performed by CONTRACTOR under the Contract Documents.

1.53 "Substantial Completion" means the stage in the progress of the Work when the Work or a designated portion thereof is sufficiently complete in accordance with the Contract Documents so that CITY may use the Project for its intended purpose.

1.54 "Surety" means one or more issuers of the Payment and Performance Bonds, each of which shall be admitted and licensed to do business in the State of California.

1.55 "Unexcusable Delay" shall have the meaning set forth in Section 4.4.

1.56 "Work" or "Scope of Work" means the Project, inclusive of all labor, materials and services required to be performed or provided by CONTRACTOR officers, employees, agents, Subcontractors or Suppliers pursuant to the provisions of this Agreement and its Exhibits (including, the entirety of Exhibit F).

ART
ICLE 2

SCOPE OF WORK / PROJECT REQUIREMENTS

2.1 Performance of Work. CONTRACTOR shall perform the Work in accordance with this Agreement. CONTRACTOR covenants and agrees that it shall be responsible for performing and completing, and for causing all Subcontractors (including Architect/Engineer) to perform and complete, the Work in accordance with the Contract Documents, standard professional and trade practices, and Applicable Laws. CONTRACTOR will retain an Architect/Engineer for design services required by the Work and the Architect/Engineer shall be the engineer of record. CONTRACTOR covenants that the Work and the materials provided thereunder shall be appropriate for the purposes stated in the Request for Proposal and Proposal.

Although it is the responsibility of CONTRACTOR to conform the Work to Applicable Laws at all times, to the extent there is a change in one or more Applicable Laws after the date of execution of this Contract, and such change has the effect of increasing the cost or time of performance of the Work, such change may be the subject of a Change Order under the provisions of Article 6 hereof.
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2.1.1. N oise and Night Work. CONTRACTOR shall comply with CITY’s noise ordinance.

2.2 Professional Standard; Ownership of Documents.

2.2.1 Standards of Performance. The Work shall be performed by CONTRACTOR in accordance with the professional standards applicable to projects, buildings or work of complexity, quality and scope comparable to the Work and the Project. CONTRACTOR may make such additions or substitutions to personnel and responsibilities as it deems necessary or appropriate in order to carry out its responsibilities hereunder, provided such personnel shall be suitably qualified. Nothing in this Agreement shall be construed to create any contractual liability with CITY toward any Subcontractor.

2.2.2 Design Documents and Materials, and Confidentiality.

2.2.2.1 CITY shall have unlimited rights to copy and use in connection with the Project all Design Materials, including the right to use same on the Project at no additional cost to CITY, regardless of degree of completion, provided that said services performed have been fully paid for as required by the terms of this Agreement. CONTRACTOR and its Sub- contractors shall keep all design documents confidential, and shall not disclose such documents except as may be required in performance of the Work or pursuant to legal process.

2.3 Local Conditions; Environmental Site Conditions.

2.3.1 Local Conditions. CONTRACTOR represents that it has taken steps reasonably necessary to ascertain the nature and location of the Work, and that it has investigated and satisfied itself as to the general and local conditions which are applicable to the Work such as (a) conditions bearing on transportation, disposal, handling and storage of materials; (b) the availability of labor, water, power and roads; (c) normal weather conditions; (d) observable physical conditions at the Site; (e) the surface conditions of the ground; and (f) the character of equipment and facilities needed prior to and during the performance of the Work. To the extent CONTRACTOR encounters subsurface or concealed conditions which differ materially from that actually known by CONTRACTOR on the date of this Agreement or from those ordinarily found to exist and generally recognized as inherent in the activities of the character provided in the Contract Documents; then CONTRACTOR shall give notice to CITY promptly before conditions are disturbed and in no event later than two (2) Days after the first observance of the conditions if a Change Order is contemplated by CONTRACTOR due to such condition. Such materially different conditions may entitle CONTRACTOR to an equitable adjustment in the GMP and/or Schedule pursuant to the Change Order provisions of this Agreement.

2.3.2 Hazardous Materials. The Parties' agreement as to the handling of Hazardous Materials discovered at the Site (and not brought there by CONTRACTOR or any Subcontractor) is set forth in Exhibit C hereto, and the only duties and responsibilities of CONTRACTOR in connection therewith are as therein specified, notwithstanding any other provision of this Agreement.
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2.4 Design Development Documents and Construction Documents.

2.4.1 General. The Design-Build Team understands that all construction documents, working drawings and specifications (“Submittals”) must be coordinated with, and approved by, CITY prior to construction. CONTRACTOR shall allow CITY a minimum of fourteen (14) days for review of Submittals and corrections made thereto. CONTRACTOR shall work with the Design-Build Team to prepare, for the approval of CITY, working drawings and specifications setting forth in detail the requirements for the construction of the Project in its entirety including the necessary bidding information. CITY’s review of the Design Development Documents and the Construction Documents shall not relieve CONTRACTOR from its responsibilities under this Agreement, or be deemed to be an approval or waiver by CITY of any deviation from, or of CONTRACTOR's failure to comply with, any provision or requirement of the Contract Documents, unless such deviation or failure has been identified as such in writing in the document submitted for approval by CONTRACTOR and approved by CITY. CONTRACTOR shall comply with all CITY construction standards as deemed applicable by the CITY.

CONTRACTOR shall provide CITY with a complete, accurate, full size, and current set of as- built drawings in a hard copy acceptable to City prior to Final Completion.

2.4.2 Reliance on Approvals. CONTRACTOR shall be entitled to rely on the approvals of CITY with respect to the Design Materials. If CITY revokes, modifies or otherwise changes in a material way its approval of a given system after such system has been designed and approved, or modifies the original Scope of Work in a material manner requiring modification to one or more systems which have been designed and approved, CONTRACTOR shall be entitled to a Change Order in accordance with the provisions of Article 6 hereof, provided that prior to such approval CONTRACTOR has made CITY aware of future design decisions which may be affected by such approval. No Change Order shall be issued to the extent such modification is due to the fault or neglect of CONTRACTOR.

2.4.3 Review of Contract Documents and Field Conditions. CONTRACTOR shall take field measurements and verify field conditions and shall carefully compare such field conditions and other information known to CONTRACTOR with the Contract Documents before commencing activities. CONTRACTOR shall perform the Work in accordance with the Contract Documents and submittals approved in accordance with the procedures set forth in this Agreement.

2.5 Legal Requirements. CONTRACTOR shall comply with Applicable Laws, and shall give applicable notices pertaining thereto. Except with respect to Governmental Approvals, CONTRACTOR shall prepare and file all documents required to obtain the necessary approvals of governmental authorities having jurisdiction over the Work and/or the Project and shall secure and pay for permits and governmental fees, licenses and inspections necessary for the proper execution of the Work and completion of the Project. Notwithstanding the foregoing, CITY has informed CONTRACTOR that fees in connection with building permits, street use permits, and similar permits relating to construction will be waived and are not to be included in the GMP. If and to the extent charges in the future for such permits are imposed in the future, such charges shall be paid by CITY, or shall be the subject of a Change Order to the Contract in accordance with the Change Order provisions of this Agreement.
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2.6 Services and Facilities.

2.6.1 General. CONTRACTOR shall provide everything required for the orderly progress and proper execution and completion of the Work and the Project in accordance with the requirements of the Contract Documents, whether temporary or permanent and whether or not incorporated or to be incorporated into the Work, including, but not limited to, services, labor, materials, equipment, furnishings, tools, construction equipment and machinery, utilities, transportation and other facilities and services.

2.6.2 Supervision. CONTRACTOR shall supervise and direct the Work in accordance with its best skill and attention. CONTRACTOR shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures. CONTRACTOR shall be responsible to CITY for the acts and omissions of, and whenever this Contract refers to the negligence, fault or omission of CONTRACTOR, such term shall include the negligence, fault or omission of, CONTRACTOR's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under an agreement with CONTRACTOR.

CONTRACTOR shall not be relieved of obligations to perform the Work in accordance with the Contract Documents by tests, inspections or approvals required or performed by persons other than CONTRACTOR.

2.6.3 Coordination. CONTRACTOR shall coordinate construction requirements with governmental agencies, utilities, and all other parties either involved in infrastructure improvements or otherwise affected by the design and construction requirements.

2.6.3.1 Design-Build Development Coordination. CONTRACTOR understands and agrees that all Design Development Documents and time schedules prepared by Architect/Engineer must be coordinated with CONTRACTOR and CITY. CONTRACTOR shall participate and provide recommendations in the development of the drawings and other documents to fix and describe the size and character of the Project in its entirety as to structural, and electrical systems, materials and other essentials as may be necessary according to good engineering and architectural practice.

2.6.3.2 Construction Documents Coordination. [reserved]

2.6.4. Cooperation. CONTRACTOR shall cooperate with the Architect/Engineer, and CITY’s financial, design and construction consultants and all other designated representatives during the design and construction of the Project.

2.6.5 Management. CONTRACTOR shall implement suitable management systems and work plans for the Project relative to Project safety, quality assurance and managing and controlling the Work.

2.6.6 Reports. CONTRACTOR shall prepare and submit to CITY monthly progress reports on the Work accomplished during the previous monthly period, which reports shall be prepared in a manner and in a format reasonably acceptable to CITY. Such reports shall be 10 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] furnished at the time of submission of each monthly Application for Payment. As part of such report, CONTRACTOR shall provide an updated Schedule, including CPM, if any, illustrating the progress that has been made, by reference to the initial CPM, and specifying whether the Work is on schedule or behind schedule and actions being taken to correct Schedule slippage.

The monthly report shall also set forth CONTRACTOR's projected progress for the forthcoming month.

2.7 Warranty. CONTRACTOR warrants to CITY that any and all materials, equipment and furnishings incorporated in the Work will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective by CITY at its sole discretion.

CONTRACTOR shall warranty the Work for a period of one-year commencing upon recording of the notice of completion. If within this one-year warranty period any of the Work is found to be defective or not in accordance with the requirements of the Contract Documents, CONTRACTOR shall correct it promptly after receipt of written notice from CITY to do so.

CITY shall give such notice promptly after discovery of the condition. CONTRACTOR shall bear the cost of correction.

C
ONTRACTOR’s attention is directed to Section 9.3 below regarding Warranty Bond requirements.

2.8 Taxes. CONTRACTOR shall pay, as Cost of the Work, all existing and future applicable federal, state and local sales, consumer, use and similar taxes, whether direct or indirect, relating to, or incurred in connection with, the performance of the Work (excluding taxes based on CONTRACTOR's income). In the event CONTRACTOR is obligated to pay any new or increased taxes or duties adopted after the date hereof, the amount of such new or increased taxes shall increase the GMP pursuant to the Change Order provisions of this Contract. In the event CONTRACTOR receives the benefit of a tax exemption or tax reduction taking effect after the date hereof, the amount of such exemption or reduction shall decrease the GMP pursuant to the Change Order provisions of this Contract

2.9 Access by CITY. CONTRACTOR shall afford CITY and its authorized designees access to the Project Site at all times, subject to reasonable prior notice for access outside of normal business hours.

2.10 Use of Site. CITY shall be permitted beneficial use of the Work.

2.11 Patents, Trademarks, Copyrights. CONTRACTOR shall pay, as a Cost of the Work, all-applicable royalties and license fees on any matters arising in connection with the Work.

CONTRACTOR shall defend all suits or claims for infringement of patent, trademark, and copyrights against the Indemnified Parties, and shall save the Indemnified Parties harmless from loss on account thereof for any and all matters arising in connection with the Work or the Project (such costs to be paid as Cost of the Work), except with respect to any particular design process 11 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] or the product of a particular manufacturer or manufacturers specified and required by CITY, other than pursuant to the recommendation or suggestion of CONTRACTOR or a subcontractor; provided however, if CONTRACTOR has reason to believe that the design, process or product so specified is an infringement of a patent, CONTRACTOR shall be responsible for any loss resulting unless CONTRACTOR has provided CITY with prompt written notice of CONTRACTOR's belief, and CITY has nevertheless elected to go forward with such design, process or product so specified.

2.12 Rubbish; Debris; Cleanup. During the performance of all on-site Work, CONTRACTOR shall at all times, as a Cost of the Work, keep the Site and adjacent streets, properties and sidewalks reasonably free from waste materials, debris and/or rubbish, and shall employ adequate dust control measures. If accumulation of such materials, debris, rubbish or dust constitutes a nuisance or safety hazard or is otherwise objectionable in the reasonable opinion of CITY, CONTRACTOR shall promptly remove them. Upon Substantial Completion of the Work, or any portion or component thereof, CONTRACTOR shall remove from the Site, or applicable portion thereof, all tools, construction equipment, machinery, surplus materials, waste materials and rubbish and shall leave the Site in a "broom clean" condition. If CONTRACTOR fails to clean up as provided in the Contract Documents, CITY may do so and the cost thereof shall be charged to CONTRACTOR as a Cost of the Work.

2.13 Permits, Fees and Notices. Unless otherwise provided in the Contract Documents, and subject to the provisions of Section 2.5 hereof, CONTRACTOR shall secure all permits, governmental fees, licenses and inspections necessary for the proper execution and completion of the Work. To the extent there is a change in the type or cost of any of such permits, fees, licenses or inspection occurring after execution of this Agreement, there shall be an equitable adjustment in the GMP and Schedule on account of such change in accordance with the Change Order provisions. CONTRACTOR shall comply with and give notices required by Applicable Laws.

2.14 Shop Drawings, Product Data, Samples and Other Submittals.

2.14.1 Documents and Samples at the Site. From and after commencement of the Construction Work, CONTRACTOR shall maintain at the site one record copy of the Construction Documents, and any and all amendments thereto, in good order and marked to record changes and selections made during the Construction Phase. In addition, CONTRACTOR shall maintain at the site approved shop drawings, product data, samples and similar required submittals. These shall be provided to CITY upon completion of the Work.

2.14.2 Shop Drawings, Product Data, Samples and Other Submittals.

2.14.2.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by CONTRACTOR, a Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work.
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2.14.2.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by CONTRACTOR to illustrate materials or equipment for some portion of the Work.

2.14.2.3 Samples are physical examples, which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged.

2.14.2.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The purpose of their submittal is to demonstrate for those portions of the Work for which submittals are required the way CONTRACTOR proposes to conform the construction to the Construction Documents.

2.14.2.5 Submission of items listed in section 2.14.2.4. [reserved]

2.14.3 Responsibility. CONTRACTOR shall not be relieved of responsibility for the deviations from requirements of the Contract Documents by CITY's approval of Shop Drawings, Product Data, Samples or similar submittals unless CONTRACTOR has specifically informed CITY of such deviation at the time of the submittal and CITY has given written approval to the specific deviation. CONTRACTOR shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by CITY's approval thereof.

2.15 Tests and Inspections

2.15.1 Initial Tests and Inspections. Tests, inspections and approvals of portions of the Construction Work shall be made as required by the Contract Documents, Applicable Laws or normal construction practices and/or as directed by CITY. Unless otherwise provided, CONTRACTOR shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to CITY, or with the appropriate public authority. The costs of such tests, inspections and approvals shall be a cost paid by CONTRACTOR. CONTRACTOR shall give CITY timely notice of when and where tests and inspections are to be made so that CITY may observe such procedures. All costs of tests, inspections or approvals imposed upon CONTRACTOR by changes in Applicable Laws occurring after execution of this Agreement shall be an increase to the GMP in accordance with the Change Order provisions herein.

2.15.2 Additional Tests and Inspections. If CITY, or any other public authority having jurisdiction, determines that portions of the Construction Work require additional testing, inspection or approval beyond that required by subsection 2.15.1, CITY will instruct CONTRACTOR to make arrangements for such additional testing, inspection or approval by an entity acceptable to CITY, and CONTRACTOR shall give timely notice to CITY of when and where tests and inspections are to be made so CITY may observe such procedures. If such additional tests and/or inspections reveal failure of the portions of the Work to comply with the requirements of the Contract Documents, the costs of such tests and required correction shall be paid as a Cost of the Work, subject to the limitations set forth in Section 2.22 hereof. If the additional tests and/or inspections show that the portions of the Work comply with the 13 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] requirements of the Contract Documents, the costs thereof shall be an increase to the GMP in accordance with the Change Order provisions of this Agreement.

2.15.3 Required Certificates. Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by CONTRACTOR and promptly delivered to CITY.

2.1 5.4
Timing of Testing. Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work.

2.16 Execution, Correlation and Intent.

2.16.1 Execution of Agreement. Execution of this Agreement by CONTRACTOR is a representation that CONTRACTOR has visited the Site, become familiar with the local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents.

2.16.2 I ntent of Contract Documents. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by CONTRACTOR. The Contract Documents are complementary and what is required by one shall be as binding as if required by all; performance by CONTRACTOR shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results.

2.16.3 Organization of Materials. Organization of the Design Materials into divisions, sections and articles, and arrangement of drawings does not necessarily control CONTRACTOR in dividing the Construction Work among Subcontractors or in establishing the extent of Construction Work performed by any trade.

2.16.4 Meaning of Words. Unless otherwise stated in this Agreement, words which have well-known technical or construction industry meanings are used in accordance with such recognized meanings.

2.17 Labor and Materials; Liens (Stop Payment Notice Claims); Indemnity. Unless otherwise provided in the Contract Documents, CONTRACTOR shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. CONTRACTOR shall enforce strict discipline and good order among CONTRACTOR's employees, subcontractors, and other persons carrying out the Work.

CONTRACTOR shall not permit employment of unfit persons or persons not skilled in tasks assigned to them.

C
ONTRACTOR shall not permit any Subcontractor, materialman, or laborer to place liens on the Project covering any portion of the Work for which CITY has made payment to CONTRACTOR. If any liens (e.g., stop payment notice claims) are imposed, CITY may 14 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

withhold payment in the amount of 125% of the claim until such time an unconditional release is provided in a form satisfactory to CITY. CONTRACTOR shall indemnify, defend, and hold harmless CITY regarding any claim or lien that proceeds to, or is the subject of litigation. CITY may withhold payment(s) pending compliance with this provision.

2.18 Cutting and Patching.

2.18.1 Cutting and Patching of the Work. CONTRACTOR shall be responsible for cutting, fitting, or patching required to complete the Work or to make its parts fit together properly.

2.18.2 Damage to Work of CITY or Separate Contractors. CONTRACTOR shall not damage or endanger a portion of the completed Work, fully or partially completed construction of CITY, or work or construction by Separate Contractor(s) by cutting, patching or otherwise altering such construction or work, or by excavation. CONTRACTOR shall not cut or otherwise alter such construction by CITY or a Separate Contractor except with written consent of CITY and of such Separate Contractor, such consent not to be unreasonably withheld.

2.19 Uncovering of Construction Work.

2.19.1 Uncovering. If a portion of the Construction Work is covered contrary to CITY's written request to observe such work prior to it being covered or contrary to requirements of the Contract Documents, it must, if directed in writing by CITY, be uncovered for CITY's observation and be replaced without change in the Schedule or GMP. The costs of such uncovering and replacement shall be Cost of the Work, subject to the limitation set forth in Section 2.22 hereof.

2.19.2 Covering of Work Requested to be Observed. If a portion of the Construction Work has been covered which CITY has not specifically requested to observe prior to it’s being covered, CITY may request to see such Construction Work and it shall be uncovered by CONTRACTOR. If such Construction Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be charged to CITY and shall increase the GMP. An appropriate time extension shall also be given. If such Construction Work is not in accordance with the Contract Documents, CONTRACTOR shall pay such costs as Cost of the Work, unless such condition was caused by CITY or a Separate Contractor in which event CITY shall be responsible for payment of such costs by appropriate Change Order, and an appropriate time extension shall also be given.

2.20 Correction of Work.

2.20.1 Work Rejected by CITY. CONTRACTOR shall promptly correct Construction Work rejected by CITY or failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. CONTRACTOR shall bear the costs of correcting such rejected Construction Work, as a Cost of the Work, including additional testing and inspection and compensation for services and expenses of CITY made necessary thereby.
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2.20.2 [Intentionally deleted].

2.20.3 Removal of Work. CONTRACTOR shall remove from the Site portions of the Construction Work, which are not in accordance with the requirements of the Contract Documents and are neither corrected by CONTRACTOR nor accepted by CITY. The costs incurred in removing such Work shall be a Cost of the Work, subject to the limitation set forth in Section 2.22 hereof.

2.20.4 Failure to Correct Nonconforming Work. If CONTRACTOR fails to correct nonconforming Construction Work within a reasonable time, CITY may correct it in accordance with the terms of this Agreement. If CONTRACTOR does not proceed with correction of such nonconforming Construction Work within a reasonable time fixed by written notice from CITY, CITY may remove it and store the salvageable materials or equipment at CONTRACTOR’s expense. If CONTRACTOR does not pay costs of such removal and storage within ten (10) Days after written notice, CITY may, upon ten (10) additional Days written notice, sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting costs and damages that should have been borne by CONTRACTOR, including compensation for services and expenses made necessary thereby. If such proceeds of sale do not cover costs which CONTRACTOR should have borne, CONTRACTOR shall pay such excess to CITY. If such proceeds are in excess of the costs which CONTRACTOR should have borne, such excess shall be paid by CITY to CONTRACTOR. If such costs arise during the performance of the Work, such costs shall be charged against the Cost of the Work. If such costs arise after Substantial Completion, such costs shall be payable as provided in Section 5.1.

2.20.5 Damaged or Destroyed Work. CONTRACTOR shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of CITY or Separate Contractors caused by CONTRACTOR's correction or removal of Construction Work which is not in accordance with the requirements of the Contract Documents. If such costs arise during the performance of the Work, such costs shall be charged against the Cost of the Work. If such costs arise after Substantial Completion, such costs shall be payable as provided in Section

5.1. 2.20.6
No Limitation. Nothing contained in this section 2.20 shall be construed to establish a period of limitation with respect to other obligations which CONTRACTOR might have under the Contract Documents.

2.21 Value Engineering. CONTRACTOR shall suggest to CITY value engineering to reduce the cost of the Project, which CITY may accept at its sole discretion.

2.21.1 Subcontractors Bids. CONTRACTOR shall use its best effort to choose the highest quality of materials, equipment, component systems and types of construction for the most reasonable prices for inclusion in the Construction Documents, and make reasonable adjustments in the scope of the Project so that the total cost bid by the bidding Subcontractors will not exceed the estimate.
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2.22 Acceptance of Nonconforming Work. If CITY prefers to accept Work, which is not in accordance with the requirements of the Contract Documents, CITY may do so instead of requiring its removal and correction, in which case the GMP will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made.

2.23 Contractor Registration. No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. During the performance of this Contract, CONTRACTOR and its subcontractors shall have a continuing legal obligation to maintain current registration with the Department of Industrial Relations. CONTRACTOR is hereby notified that this Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

ART
ICLE 3

CITY'S RIGHTS AND RESPONSIBILITIES

3.1. Information and Services Required of CITY.

3.1.1 CITY Designation of Authorized Representative. Both Parties shall designate, from time to time, one or more representatives authorized to act on their behalf with respect to the Project, together with the scope of his/her respective authority. CONTRACTOR shall not be entitled to rely on directions from anyone outside the scope of that person’s authority as set forth in written delegations pursuant to this Agreement. Directions and decisions made by Authorized Representative(s) of CITY shall be subject to any further approval(s) required by any provisions of CITY’s Charter or the Roseville Municipal Code.

3.1.2 Communication. During the term of this Contract, CITY shall communicate with Subcontractors, suppliers and others performing any part of the Work only through CONTRACTOR's Authorized Representative.

3.1.3 Governmental Approvals. CITY shall be responsible for obtaining the Governmental Approvals. Any delay in obtaining the Governmental Approvals may entitle CONTRACTOR to an equitable adjustment in the Schedule and GMP in accordance with the Change Order provisions of this Agreement, except to the extent such delay is due to the fault or neglect of CONTRACTOR.

3.2 [Intentionally deleted.]

3.3 [ Intentionally deleted.]

3.4 Activities on the Site by CITY or Separate Contractors.

3.4.1 CITY's Right to Award Separate Contracts. CITY reserves the right to perform work or operations related to the Project, with CITY's own forces, and to award separate contracts to Separate Contractors in connection with other portions of the Project. 17 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

3.4.2 Integration of the Work with Separate Contractors. Following the request of CITY, CONTRACTOR shall prepare a plan in order to integrate the work performed by Separate Contractors with the performance of the Work, and shall submit such plan to CITY for approval.

The plan shall be fair and reasonable for CONTRACTOR and the Separate Contractors, and CONTRACTOR shall work with the Separate Contractors to reach agreement on such plan.

CONTRACTOR shall arrange the performance of the Work so that the Work and the work of the Separate Contractors are, to the extent applicable, properly integrated, jointed in an acceptable manner, and performed in the proper sequence so that any disruption or damage to the Work or to any work of Separate Contractors is avoided.

3.4.3 Coordination. CONTRACTOR shall provide for the coordination of the activities of CONTRACTOR and its Subcontractors with the activities of the Separate Contractors. CONTRACTOR shall participate with all Separate Contractors and CITY in reviewing and coordinating the schedules of the Separate Contractors with the Schedule.

CONTRACTOR shall make any revisions to the Schedule deemed necessary to properly incorporate the work of the Separate Contractors with the Work. To the extent (a) the date of Substantial Completion is extended by such Schedule revision; (b) CONTRACTOR is required to perform its Work materially out of sequence, and in a manner which is not as efficient or cost effective as originally planned; or (c) the Scope of Work is increased, an equitable adjustment in the GMP and the Schedule shall be made in accordance with the Change Order provisions of this Agreement.

3.4.4 Use of Site. CONTRACTOR shall afford CITY and all Separate Contractors reasonable opportunity for storage of materials and equipment and performance of their work.

CONTRACTOR shall also connect and coordinate its Work and operations with CITY and all Separate Contractors' operations as required by the Contract Documents. CITY shall direct the Separate Contractors to cooperate with CONTRACTOR and to avoid actions or omissions, which could interfere with or delay the activities of CONTRACTOR.

3.4.5 Deficiency in Work of Contractors. If part of CONTRACTOR's Work depends upon proper execution or results upon construction or operations by CITY or a Separate Contractor, CONTRACTOR shall, prior to proceeding with that portion of the Work, promptly report to the Separate Contractor and CITY apparent discrepancies or defects in such other construction that would render it unsuitable for proper execution and results by CONTRACTOR.

CONTRACTOR and the Separate Contractor shall use good faith efforts to resolve any such discrepancies or defects or any disagreements relating thereto. Failure of CONTRACTOR to report such discrepancies or defects shall constitute acceptance by CONTRACTOR of the work of Separate Contractors as fit and proper to receive CONTRACTOR's Work (except as to those defects or discrepancies that are not apparent).

3.4.6 Claims Involving Separate Contractors. In the event that CONTRACTOR unnecessarily and unreasonably delays the work of Separate Contractors by not cooperating with them as required hereby, or by not affording them reasonable opportunity to perform their work as stated herein, CONTRACTOR shall, in such event, pay, as Cost of the Work, all reasonable direct incremental costs and expenses incurred by such Separate Contractors due to any such delays. If any Separate Contractor shall assert a claim or bring an action against CITY alleging 18 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] damage due to the fault or neglect of CONTRACTOR, CITY shall immediately notify CONTRACTOR, who shall defend such claim. If it is determined that CONTRACTOR was at fault, CONTRACTOR shall pay all costs of defense, including attorney's fees, as well as any resulting judgment or settlement, as a Cost of the Work.

3.5 Assignment of Separate Contracts. If CITY determines that it wishes to assign to CONTRACTOR one or more contracts between CITY and a Separate Contractor, it shall give CONTRACTOR written notice of such desire, including in such notice a copy of such contract for CONTRACTOR's review and approval. The Separate Contractor shall be fully qualified to perform the work under the to-be-assigned contract, shall possess the financial capability to perform its obligations under such to-be-assigned contract, and shall provide one hundred percent (100%) payment and performance bonds covering such work from sureties meeting the standards set forth in Section 1.53 hereof. Such contract shall contain provisions similar to those contained in CONTRACTOR's agreements with its Subcontractors with respect to liability, indemnification, retention, payment, labor, warranty, and other material items. Upon CONTRACTOR's approval of the assignment of such contract, which approval shall not be unreasonably withheld, delayed or conditioned, such Separate Contractor shall cease to be a Separate Contractor and shall thereafter be deemed to be a Subcontractor of CONTRACTOR, and the GMP shall be increased by Change Order in the amount of (a) such assigned contract, and (b) the additional Fee pursuant to the provisions of Section 6.5.1.

3.6 CITY's Right to Stop the Work. If CONTRACTOR persistently fails to correct Work which is not in accordance with the requirements of the Contract Documents and this Agreement or persistently fails to carry out the Work in accordance with the Contract Documents, CITY, by written order signed by CITY, may deliver a notice to CONTRACTOR setting forth that such a persistent and material failure is occurring and has occurred, and demanding that CONTRACTOR commence a cure of such persistent and material failure within twenty (20) Days and diligently pursue such cure thereafter. In the event that the cure is not commenced and pursued diligently, CITY may, by written notice to CONTRACTOR, order CONTRACTOR to stop the Work, or any portion thereof, until the use for such order has been eliminated; provided, however, that the right of CITY to stop the Work shall not give rise to a duty on the part of CITY to exercise this right for the benefit of CONTRACTOR or any other person or entity and shall not give rise to any liability of CITY to CONTRACTOR resulting from any delay (except to the extent that such order is found to be improper).

3.7 CITY's Right to Carry out the Work. If CONTRACTOR defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven (7) Day period after receipt of written notice from CITY to commence and diligently continue correction of such default or neglect with diligence and promptness, CITY may after such seven (7) Day period give CONTRACTOR a second written notice to correct such deficiencies within such second seven (7) Day period. If CONTRACTOR within such second seven (7) Day period after receipt of such second notice fails to commence and diligently continue to correct any deficiencies, CITY, without prejudice to other remedies CITY may have, may correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due to CONTRACTOR the cost of correcting such deficiencies, including Compensation for additional services and expenses made necessary by such default, neglect or 19 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] failure. If payments then or thereafter due to CONTRACTOR are insufficient to cover such amounts, CONTRACTOR shall pay the difference to CITY.

ARTICLE 4
TIME

4.1. Progress and Completion. Time limits stated in the Contract Documents are of the essence of this Agreement. By executing this Agreement, CONTRACTOR confirms that the Contract Time is a reasonable period of time for achieving Final Completion of the Work.

4.2 Schedule Obligations.

4.2.1 Contract Schedule and Notice To Proceed. CONTRACTOR shall provide a schedule as stated in Section 1.46. CONTRACTOR shall begin work pursuant to this Agreement and in accordance with the Schedule (as described in Exhibit F) within fifteen (15) calendar Days of the date of issuance of a Notice To Proceed by CITY, unless extended at the request made to and at the sole discretion of City. CONTRACTOR shall update said schedule to commence from the date of this Agreement, and the overall timeline shall remain consistent with the original schedule. CITY may issue the Notice To Proceed within fifteen (15) Days of full execution of this Agreement.

4.2.2 Prosecution of the Work. CONTRACTOR shall prosecute the Work so that the portion of the Work completed at any point in time shall be not less than as required by the Schedule. If the rate of progress is such that the total amount of Work and/or the degree of completion of the Project accomplished by CONTRACTOR within any time period required by the Schedule is less than the amount therein specified, CONTRACTOR shall so notify CITY. If the delay is an Unexcused Delay, CONTRACTOR shall prepare a recovery schedule for CITY's review and approval, showing how CONTRACTOR will compensate for the delays and achieve Final Completion by the date shown on the Schedule. If CONTRACTOR is unable to demonstrate how it will overcome Unexcused Delays, CONTRACTOR shall employ such extraordinary measures as are necessary to bring the Work into conformity with the Final Completion Date set forth therein, the costs of which shall be a Cost of the Work and not exceed the GMP. If the delay is an Excusable Delay, CITY shall either (a) authorize an equitable extension in the Schedule to account for such delay, and equitably adjust the GMP on account of such delay, to the extent permitted by Article 6; or (b) request that CONTRACTOR prepare a recovery schedule showing how (if possible) CONTRACTOR can achieve Substantial Completion by the date shown on the Schedule (as modified), and equitably adjust the GMP in accordance with the Change Order provisions of this Agreement on account of any extraordinary activities required of CONTRACTOR on account of such recovery schedule. Float is owned jointly by the contractor and the City and will be allocated to whomever uses it first.

4.3 Pre-construction Activities. Within thirty (30) Days after execution of this Agreement, CONTRACTOR shall submit to CITY for review a detailed schedule of pre- construction
20 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] activities, by expanding the pre-construction activities set forth on the Schedule. This pre- construction schedule shall be prepared using the CPM, and shall show in sufficient detail the starting and completion times sequences of Subcontract award activities of CONTRACTOR, and identify all interface activities of CITY.

4.4 Extensions of Time.

4.4.1 General. An extension in the scheduled date of Final Completion will only be granted in the event of Excusable Delays affecting Work activities on the critical path.

4.4.2 Excusable Delays. Subject to 4.4.1 and 4.5.2, to the extent any of the following events results in an actual delay in the Work affecting Work activities on the critical path, such shall constitute an "Excusable Delay" (to the extent not set forth below, a delay will be considered an "Inexcusable Delay").

4.4.2.1 Failure or inability of CITY to make available any or all of the Site in accordance with the requirements of the Schedule.

4.4.2.2 Failure or inability of CITY or CONTRACTOR to obtain necessary zoning changes, variances, code changes, permits or approvals from any governmental authority, or failure to obtain any street or alley vacations required for the performance of the Work, except to the extent due to the fault or neglect of CONTRACTOR.

4.4.2.3 Delays resulting solely from the acts or omissions of Separate Contractors; provided however, only to the extent Separate Contractors perform their work improperly and not in accordance with any applicable critical path schedule.

4.4.2.4 Delays resulting from Force Majeure.

4.4.2.5 Differing, unusual or concealed site conditions that could not reasonably have been anticipated by CONTRACTOR in preparing the Schedule.

4.4.2.6 Delays resulting from the existence or discovery of Hazardous Materials on the Site not brought to the site by CONTRACTOR or any Subcontractor.

4.4.2.7 Delays resulting from changes in Applicable Laws occurring after the date of execution of this Agreement.

4.4.2.8 Delays occurring solely due to the acts or omissions of CITY and those within the control of CITY, including, but not limited to, Separate Contractors.

4.4.2.9 Delays resulting from weather conditions, which shall be determined as follows: Should CONTRACTOR prepare to begin work at the regular starting time of any working 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 CONTRACTOR does not proceed with at least 75% of the normal labor and equipment force engaged in the current operations for at least 60% of the total daily time being spent, 21 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] CONTRACTOR will not be charged for a working day, even if the conditions change during the course of the day. At the start of such days, CONTRACTOR shall notify CITY if CONTRACTOR believes that inclement weather or conditions resulting from the weather exist. A non-working day determination of such conditions shall be made by CITY, who will immediately notify CONTRACTOR.

4.4.2.10 Delays resulting from unproductive work days, which shall be determined as follows: When CONTRACTOR is prevented from working on current operations due to site conditions, CITY action, or force majeure for at least 60% of the total daily time on the controlling operations. Controlling operations are determined by the critical path method schedule described in the applicable CITY construction standards. The critical path schedule used in this determination shall be no more than thirty (30) days old. CONTRACTOR shall notify CITY if CONTRACTOR believes an unproductive work day exists upon discovery of such condition. A non-working day determination of such conditions shall be made by CITY, who will immediately notify CONTRACTOR.

4.4.3 Requirements for Schedule Amendment due to Excusable Delays. In order to obtain an extension of time due to an Excusable Delay, CONTRACTOR shall comply with the following requirements:

4.4.3.1 CONTRACTOR shall notify CITY of the Excusable Delay as soon as practicable, but in no event more than four (4) Business Days after CONTRACTOR becomes aware of the occurrence of the Excusable Delay. Such notice shall describe the Excusable Delay and shall state the approximate number of Days CONTRACTOR expects to be delayed. After the cessation of the Excusable Delay, CONTRACTOR shall notify CITY of the number of Days CONTRACTOR believes that its activities were in fact delayed by the Excusable Delay. In the event that the delay arises as a result of a Change Order request by CITY, the request for an extension of time contained in the resulting Change Order proposal shall be deemed sufficient for purposes of this subsection.

4.4.3.2 CONTRACTOR shall demonstrate to the satisfaction of CITY that the Excusable Delay in fact delayed the critical path for performance of the Work (by use of CPM analysis). Any delay that impacts the CPM will be presented to the Project Manager at the monthly meeting, and prior to completion of each activity.

4.4.4 Decision by CITY. Within thirty (30) Days after cessation of an event giving rise to either an Excusable Delay or Inexcusable Delay, the parties will use good faith efforts to agree on the extent to which the Work has been delayed and whether the delay is an Excusable Delay or an Inexcusable Delay. In the absence of agreement between the parties as to the then current status of Excusable Delays and Inexcusable Delays, CITY will provide CONTRACTOR with written notice of CITY's determination of the respective number of Days of Excusable Delay and/or Unexcusable Delay within ten (10) Days after receipt by CITY of CONTRACTOR's written request for such determination. The issuance by CITY of such a determination shall not, however, be deemed a concurrence by CONTRACTOR of the matters set forth therein, and CONTRACTOR may invoke the dispute resolution procedures with respect to such determination. Pending completion of dispute resolution procedures, CONTRACTOR may take such acceleration or other measures required on account of CITY's determination of 22 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] Inexcusable Delay, and if completion of the dispute resolution procedures results in CITY's determination being changed to Excusable Delay, the costs associated with such measures shall be paid by CITY as an increase to the GMP in accordance with the Change Order provisions of this Agreement.

4.5 Adjustment in GMP on Account of Extensions of Time.

4.5.1 Certain Excusable Delays. Section 4.5 governs the extent to which CONTRACTOR is entitled to an extension of time due to Excusable Delays. Provisions governing the payment of additional compensation on account of such Excusable Delays, (if any) are set forth in Article 6.

4.5.2 Concurrent Delays. To the extent CONTRACTOR is entitled to an extension of time due to an Excusable Delay, but the performance of the Work would have been suspended, delayed or interrupted by the fault or neglect of CONTRACTOR, any subcontractor and/or by an Inexcusable Delay, CONTRACTOR shall not be entitled to any additional costs for the period of such concurrency.

4.6 Liquidated Damages.

4.6.1 General. CONTRACTOR and CITY acknowledge that in the event that CONTRACTOR fails to achieve Final Completion of the Project by the date established, CITY will incur substantial damages that shall be incapable of accurate measurement. Nonetheless, the parties acknowledge that on the date of this Agreement, the amount of liquidated damages set forth below represents a good faith estimate as to the actual potential damages that CITY would incur as a result of late Completion of the Project. Such liquidated damages shall be in-lieu of actual damages resulting from late completion. The amount of the liquidated damages calculated hereunder does not include any penalty.

4.6.2 Amount of Liquidated Damages. If CONTRACTOR fails to achieve Final Completion of the Work on or before the Notice of Completion date, as adjusted for Excusable Delays, CONTRACTOR shall pay to CITY liquidated damages in the amount of $500.00 (five hundred dollars) per Day for each calendar day the date of Final Completion is unexcusably delayed. Payment of liquidated damages shall be made contemporaneously with CITY's required payment to CONTRACTOR, and such payments may be offset against each other.

ART
ICLE 5

PAYMENT AND COMPLETION

5.1 Guaranteed Maximum Price (“GMP”) and GMP Shared Savings. CITY shall pay for CONTRACTOR's performance under this Agreement the Cost of the Work and Fee (as described in Exhibit A hereto); provided, however, that the sum of the Cost of the Work and the Fee shall not exceed the GMP, as adjusted by Change Order/Directive in accordance with the Contract Documents. CONTRACTOR bears the risk of its increased costs due to market price increases (including escalating costs for materials).
23 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

5.1.1 Shared Savings. CONTRACTOR shall be compensated for actual work completed based on the Cost of Work and Fee up to the amount of the GMP. If CONTRACTOR’s actual total Cost of the Work and Fee is less than the GMP, upon Final Completion, the CONTRACTOR shall be entitled to receive forty percent (40%) of the GMP Savings. “GMP” Savings shall mean the positive difference, if any, when the actual Total Cost of the Work and Fee is subtracted from the GMP; provided, however, that unused contingency monies, if any, shall not be subject to shared savings.

5.2 Schedule of Values. Before the first Application for Payment, CONTRACTOR shall submit to CITY, and CITY shall approve, a schedule of values, setting forth the various portions of the Work, and the portions of the GMP allocated to each portion. This schedule of values shall be used as a basis for payment.

5.3 Applications for Payment. CONTRACTOR shall deliver to CITY not more than once each month an Application for Payment covering the Cost of Work and Fee applicable to the Work performed during the immediately preceding month. With each Application for Payment CONTRACTOR shall submit such evidence as may be necessary to demonstrate costs incurred on account of Cost of the Work during such month and the percentage of completion of each category of Work. CITY may reject requests for payment, or portions thereof, for Work, or portions thereof, not performed or completed.

5.4 Amount of Progress Payments. CITY shall pay CONTRACTOR the actual Cost of the Work and Fee, if any, through the period covered by the Application for Payment, less Retention as set forth in Section 5.5 below, provided that the aggregate payment amount before retention will not exceed the percentage of completion of the Work multiplied by the GMP (excluding items of the GMP not subject to retention). CITY may additionally withhold from progress payments such amounts pursuant to stop payment notice claims as required by law and CITY administrative regulation 4.01.

5.5 Retention; Escrow Agreement; Final Payment. Five percent (5%) Retention shall be withheld from each progress payment until the expiration of thirty-five (35) days following the recordation of the notice of completion; provided however, City shall continue to retain such amount as required by law and/or CITY administrative regulation 4.01. CONTRACTOR may elect to establish an escrow account for securities in-lieu of the five percent (5%) Retention in a form of escrow agreement compliant with law and subject to approval by the City Attorney (form of escrow agreement is attached as Exhibit D). Release of Retention monies shall constitute the Final Payment.

5.6 Early Release of Subcontractor Retention. [reserved]

5.7 Payment for On-Site and Off-Site Stored Materials. [reserved]

5.8 Title to Construction Work. CONTRACTOR warrants that title to all Construction Work covered by an Application for Payment shall pass to CITY no later than the time of payment. CONTRACTOR further warrants that upon submittal of an Application for Payment, 24 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] all Construction Work for which Applications for Payment have been previously issued and payments received from CITY shall, to the best of CONTRACTOR's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of CONTRACTOR, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials or equipment relating to the Construction Work.

5.9 Withholding of Payment. CITY may withhold payment on account of an Application for Payment if required or authorized by any Applicable Law, or to the extent necessary to protect CITY from loss because of:

5.9.1 defective Work not remedied;

5.9.2 third party claims filed or reasonable evidence indicating probable filing of such claims;

5.9.3 failure of CONTRACTOR to make payments of undisputed amounts to Subcontractors for labor, materials or equipment;

5.9.4 damage to CITY or a Separate Contractor caused by the fault or neglect of CONTRACTOR to the extent not reimbursed by insurance; or

5.9.5 reasonable evidence that the Work will not be Substantially Completed within the Contract Time due to Inexcusable Delay, and that the unpaid balance of the GMP would not be adequate to cover liquidated damages for the anticipated Inexcusable Delay.

5.10 Failure of Payment; Interest. In accordance with Public Contract Code §20104.50, CITY shall pay CONTRACTOR interest on any progress payment, which is made by CITY more than thirty (30) days after CITY receives an undisputed and properly submitted written payment request. Said interest shall be equal to the rate set forth in Code of Civil Procedure §685.010(a), and shall begin to accrue upon the expiration of said thirty (30) day period. Any written request for a progress payment which CITY determines to be disputed, improper or not suitable for payment for any reason shall be returned to CONTRACTOR within seven (7) days after receipt by CITY, along with a written statement of the reason or reasons why such request is disputed, improper or not suitable for payment.

5.11 Occupancy by CITY Prior to Acceptance. CITY reserves the right to Beneficial Occupancy and without charge by CONTRACTOR. In those areas of the Work which are completed, CITY may store materials, equipment, and supplies, and may perform partial operation.

5.12 Substantial Completion. When CONTRACTOR considers the entire Work complete and ready for its intended use, CONTRACTOR shall certify in writing to CITY that the entire Work is substantially complete by providing CITY with a Certificate of Substantial Completion.

Within a reasonable time thereafter, CITY and CONTRACTOR shall make an inspection of the Work to determine the status of completion. If CITY does not consider the Work substantially complete, CITY will notify CONTRACTOR in writing giving reasons therefor. If CITY 25 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] considers the Work substantially complete, CITY will accept a corresponding partial Certificate of Substantial Completion. There shall be attached to the Certificate a Punch List of items to be completed or corrected before Final Acceptance and Final Payment.

5.13 Final Completion. When the Work is fully completed, CONTRACTOR shall provide CITY with a Certificate of Final Completion and shall request final inspection in writing.

Additionally, CONTRACTOR shall provide legally effective releases or waivers satisfactory to CITY of all lien rights arising out of or liens filed in connection with the Work. Within ten (10) calendar days of receipt of such completed request form, CITY shall make final inspection. If following final inspection CITY determines that the Work (including all Punch List items) has been fully completed, CITY will process a Notice of Completion. If CITY determines that the Work is not complete after receipt of certification from CONTRACTOR, CONTRACTOR shall be notified in writing of deficiencies. After the deficiencies have been corrected, the procedure for final inspection as set forth above shall again be initiated by CONTRACTOR. In the event CITY determines the Work is fully completed, CITY shall initiate process of attaining a notice of completion.

5.13.1 Waiver of Claims at Final Payment. Acceptance of final payment by CONTRACTOR shall constitute a waiver of all claims by CONTRACTOR, except those previously made in writing and identified as unsettled at the time of final payment.

5.14 Construction Allowance Items. [reserved]

5.15 Superintendent. CONTRACTOR shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Construction Work. The superintendent shall represent CONTRACTOR, and communications given to the superintendent shall be as binding as if given to CONTRACTOR.

5.16 Documents and Samples at the Site. CONTRACTOR shall maintain at the site for CITY one record copy of the drawings, specifications, addenda, Change Order and other Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Product Data, Samples and similar required submittals. CONTRACTOR shall also prepare one reproducible set of as-built drawings. These shall be provided to CITY upon completion of the Work.

5.17 Contingency. [reserved]
ART
ICLE 6
CHANGES IN THE WORK; CLAIMS

6.1 Changes. Changes in the Work shall be performed under applicable provisions of the Contract Documents. If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order or Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to CITY or CONTRACTOR, the applicable unit prices for such change 26 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] order/directive shall be equitably adjusted. No GMP adjustment on account of a Change Order shall include CONTRACTOR's or Subcontractor's profit, Fee, home office overhead or a formula allocation of indirect costs unless otherwise specifically allowed hereunder.

6. 2 Change Directives. The following procedures shall apply with respect to Change Directives:

6.2.1 Upon receipt of a Change Directive signed by CITY, CONTRACTOR shall promptly proceed with the change in the Work involved and advise CITY of CONTRACTOR's agreement or disagreement with the method, if any, provided in the Change Directive for determining the proposed adjustment in the GMP or the Schedule. If CONTRACTOR receives a written communication signed by CITY which CONTRACTOR believes is a Change Directive but is not so identified, it shall not proceed with the change in the Work until it receives from CITY a written confirmation that such communication is in fact a Change Directive.

6.2.2 A Change Directive signed by CONTRACTOR indicates the agreement of CONTRACTOR with the contents thereof, and shall convert the Change Directive to a Change Order.

6.2.3 If CONTRACTOR does not respond promptly or disagrees with the method for adjustment in the GMP or Schedule, the method and adjustment shall be determined as provided in Sections 6.5 or 6.10 below, as applicable. In such case, CONTRACTOR shall keep and present, in such form as CITY may request, an itemized accounting, together with appropriate supporting data.

6.2.4 Pending final determination of cost to CITY, amounts not in dispute shall be included in Applications for Payment. The amount of credit to be allowed by CONTRACTOR to CITY for a deletion or change which results in a net decrease in the GMP shall be actual net cost. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for Fee shall be figured on the basis of net increase, if any, with respect to that change.

6.2.5 If CITY and CONTRACTOR do not agree with the adjustment in the Schedule or the GMP, such disagreement shall be submitted for dispute resolution in accordance with the provisions of this Contract.

6.3 Change Proposals. If CITY requests CONTRACTOR to submit a Change Proposal which would entitle CONTRACTOR to an increase in the GMP for costs of preparation of such Change Proposal pursuant to the provisions of this Section 6.3, CONTRACTOR shall first estimate the costs of preparing such Change Proposal and inform CITY in writing of such costs.

CITY shall then direct CONTRACTOR either to proceed with the Change Proposal or cancel the Change Proposal. If CITY directs CONTRACTOR to proceed with the Change Proposal and then elects not to proceed with the Change Order contemplated therein, a Change Order shall be issued to reimburse CONTRACTOR for costs reasonably incurred by CONTRACTOR on account of such Change Proposal, but only to the extent the Change Order contemplated by such Change Proposal involves a material change to the scope of the Work requiring modification to 27 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] one or more systems which have been designed and approved in accordance with the standards set forth in the technical specifications. To the extent the preparation of such Change Proposal impacts the Schedule (e.g., other Work is suspended pending a decision on such Change Proposal or the Design Work is delayed due to the preparation of the Change Proposal), an equitable adjustment in the Schedule shall be made.

6.4 C
laims. CONTRACTOR shall submit any claims for additional compensation to CITY in writing. The claim shall set forth the reason(s) that CONTRACTOR believes additional compensation will or may be due, the nature of the costs involved, and insofar as possible, the amount of the potential claim. The notice must be given to the Project Manager prior to the time that CONTRACTOR shall have performed the work giving rise to the potential work for additional compensation, if based on an act or failure to act by CITY, or in all other cases within fifteen (15) calendar days after happening of the event, thing or occurrence giving rise to the potential claim. Any and all Claims not presented as required herein shall be waived.

6.5 Ch
ange Orders Increasing or Decreasing Scope.

6.5.1 In
creased Scope. With respect to Change Orders which increase the Scope of Work described on Exhibit F, are not due to the errors or omissions of CONTRACTOR and are not attributable to Excusable Delays or the contingencies set forth in Section 6.6 below, the GMP shall be increased by the following "Scope Change Costs":

6.5.1.1 C
onstruction Work and Mark Ups.

6.5.1.1.1 The estimated increase in the Cost of the Work attributable to the Change Order and which would not have been incurred but for the Change Order and/or Work Directive. In addition, CONTRACTOR may add a markup of up to fifteen percent, 15%, to the increase in the Cost of the Work due to the Change Order. This markup shall constitute full compensation for all delay costs, overhead costs and profit. The GMP shall be revised accordingly.

6.5.1.1.2 When Change Order work is performed by a
Subcontractor(s), each Subcontractor may add a markup of up to ten percent (10%), to their direct costs for labor, materials and equipment used in performing the Change Order work. The GMP shall be revised accordingly.

6.5.2 Decreased Scope. With respect to Change Orders, which decrease the Scope of Work described on Exhibit F, the GMP shall be decreased by the Cost of Work attributable to such Change Order and/or Work Directive. Furthermore, if the Change Order deletes a part of the Scope of Work, CONTRACTOR shall be entitled to retain a value of five percent (5%) of the full value of the reduction in Cost of Work attributable only to the portion of the Scope of Work deleted from the Scope of Work. The GMP shall be revised accordingly.

6.6 Change Orders on Account of Contingencies. With respect to Change Orders which are attributable to the following contingencies, the GMP shall be adjusted (increased or decreased) by the following "Contingency Costs,'' consisting of the following:
28 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

6.6.1 With respect to new or increased taxes arising after the date of this Agreement (other than taxes assessed based on the income of CONTRACTOR), the Change Order shall consist of the incremental amount of such new or increased taxes only. With respect to reductions in taxes arising after the date of this Agreement (other than taxes assessed based on the income of CONTRACTOR), the Change Order shall consist of the incremental amount of such reduced taxes only.

6.6.2 With respect to increases or decreases in fees for permits or other governmental certificates or instruments arising after the date of this Agreement, the Change Order shall consist of the incremental amount of such increases or decreases. To the extent this Agreement states that a permit or certificate is not required and CONTRACTOR is later required to procure such permit or certificate, all out-of-pocket costs reasonably associated therewith shall be included in the Change Order.

6.7 Change Orders on Account of Excusable Delay. With respect to Change Orders, which are attributable to Excusable Delays, and subject to the exceptions set forth in Section

6.7.3 below, the GMP shall be increased by the following "Delay Costs":

6.7.1 Construction Work.

6.7.1.1 Increased allowable labor costs resulting from wage increases paid due to the delay;

6.7.1.2 Premiums for overtime and extra shifts incurred in accelerating the Work, but only if acceleration is required in advance by CITY:

6.7.1.3 Proven increased material costs;

6.7.1.4 Additional general conditions costs which would not have been incurred but for the delay (itemized, and not based on a formula allocation);

6.7.1.5 Demobilization and remobilization costs; and

6.7.1.6 Additional items of Cost of the Work attributable to the Excusable Delay and which would not have been incurred but for the Excusable Delay.

6.7.2 Intentionally left blank.

6.7.3 Exceptions. The following exceptions to the provisions of Section 6.7.1 above shall apply:

6.7.3.1 With respect to the Excusable Delay described in Section 4.4.2.1, the cost described in Section 6.7.1 shall not be compensable delay costs if such Excusable Delay occurs prior to the commencement of the Construction Work.
29 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

6.7.3.2 With respect to the Excusable Delay described in Section 4.4.2.2, the cost described in Section 6.7.1 shall not be compensable delay costs if such Excusable Delay occurs prior to the commencement of the Construction Work.

6.7.3.3 With respect to the Excusable Delay described in Section 4.4.2.4, costs incurred in connection with such delay are chargeable against the Cost of the Work but shall not increase the GMP.

6.7.3.4 With respect to the Excusable Delay described in Section 4.4.2.5, in addition to the compensation provided in Section 6.7.1, CONTRACTOR shall be entitled to the additional costs set forth in Section 6.10.

6.7.3.5 With respect to the Excusable Delay described in Section 4.4.2.7, additional compensation shall only be paid if the change in Applicable Law is not a change in law of general application (e.g., CAL/OSHA), but is a change in law specifically affecting the Project.

6.8 Force Majeure. There shall be no additional compensation to CONTRACTOR on account of Force Majeure.

6.9 Intentionally left blank.

6.10 Change Orders on Account of Differing Site Conditions. If CONTRACTOR encounters conditions described in Section 4.4 which constitute Excusable Delay, in addition to the increase in the GMP on account of delay costs incurred by CONTRACTOR (as described in Section 6.7.1), the GMP shall also be increased by the additional Cost of the Work attributable to such conditions which would not have been incurred but for such conditions.

6.11 Time Extensions on Account of Change Orders. CONTRACTOR shall be entitled to a time extension in connection with any Change Order to the extent its time of performance is extended due to such Change Order. CONTRACTOR shall present to CITY a CPM analysis showing how the Change Order affects the critical path of the Work.

ART
ICLE 7

CORRECTION OF WORK

7.1 Correction of Work Prior to Completion. Prior to the date of Final Completion, CONTRACTOR shall correct Work which (a) CITY reasonably rejects as being defective or nonconforming to the requirements of the Contract Documents in a written notice delivered to CONTRACTOR or (b) CONTRACTOR recognizes is defective or nonconforming to the Contract Documents. If other portions of the Work are adversely affected by or are damaged by such defective Work, CONTRACTOR shall also correct, repair or replace such affected or damaged Work, as well as any other property of CITY or others damaged by such defective or nonconforming Work. Prior to the date of Final Completion, the cost of correcting any damaged or defective work shall be paid as a Cost of the Work.
30 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

7.2 Correction of Work After Completion. For defects identified by CITY and for which CITY has notified CONTRACTOR within a period of twelve (12) months after the date of Final Completion, or within such longer period as may be provided by special warranties contained in the Contract Documents, CONTRACTOR shall re-execute, correct, repair or replace all Work found to be defective or nonconforming to the Contract Documents (whether arising from a design or construction defect, error, omission or deficiency). If other portions of the Work are adversely affected by or damaged by such defective Work, CONTRACTOR shall also correct, repair or replace such affected or damaged Work, as well as any other property of CITY or others damaged by such defective or nonconforming Work.

7.3 Acceptance of Nonconforming Work. If CITY prefers to accept Work, which is not in accordance with the requirements of the Contract Documents, CITY may do so instead of requiring its removal and correction, in which case the GMP will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made.

7.4 No Effect on Limitations. Nothing contained in this Article shall be construed to establish a period of limitation with respect to other obligations, which CONTRACTOR may have under the Contract Documents.

ART
ICLE 8

SUBCONTRACTORS

8.1 Subcontracts

8.1.1 Incorporation of Contract D ocuments. CONTRACTOR may enter into Subcontracts with various Subcontractors for portions of the Work. The Subcontracts shall require each Subcontractor, to the extent of the Work to be performed by such Subcontractor, to assume towards CONTRACTOR all the obligations and responsibilities which CONTRACTOR assumes towards CITY. All Subcontracts shall incorporate the terms of this Agreement and the Contract Documents to the extent applicable to the Work to be performed by the Subcontractor.

8.1.2 Approval of Subcontract ors. Those portions of the Construction Work that the CONTRACTOR does not intend to perform with CONTRACTOR's own personnel shall be performed under Subcontracts. A proposed list of Subcontractors shall be submitted to CITY for approval. Proposed Subcontractors will be deemed accepted unless CITY objects in writing within five (5) days after submission by CONTRACTOR.

ART
ICLE 9
INSURANCE AND BONDS; INDEMNIFICATION

9.1 Insurance to be provided by CONTRACTOR:
31 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] A. E vidence of Coverage. CONTRACTOR shall, at all times, maintain in full force and effect at a minimum the insurance required by this section; and CONTRACTOR shall not allow any subcontractor to commence Work until similar insurance required of the subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. CONTRACTOR shall provide ten (10) Days prior written notice to CITY of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Q ualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. I nsurance Required. Commercial General Liability, automobile liability, and worker's compensation insurance shall be maintained as follows:

1. C
ommercial General Liability $2,000,000 each occurrence
Minor Construction Project $4,000,000 aggregate
(Projects under $1,000,000)
P
ersonal Injury:
$2,000,000 each occurrence
$4,000,000 aggregate
C
ommercial General Liability for $5,000,000 each occurrence Major Construction Projects $10,000,000 aggregate
(Projects over $1,000,000) Personal Injury:
$5,000,000 each occurrence
$10,000,000 aggregate

2. P
rofessional Liability (errors and $2,000,000 per claim omissions) $4,000,000 aggregate
T
he Commercial General Liability policy shall include coverage or endorsements for:
a. Completed operations.
b. Losses related to independent contractors, products and equipment. c. Explosion, collapse and underground hazards.

T
he Commercial General Liability Insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees and volunteer, as additional insured (except for workers’ compensation as respects services or operations under the Contract. The additional insured endorsement for 32 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] the general liability policy shall be at least as broad as the Insurance Services Office (“ISO”) CG 20 38 04 13 or an equivalent, blanket endorsement or section of the policy. Endorsements must include coverage for on-going and completed operations. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers.
b. Cross liability and severability of interest clauses providing that the insurance applies separately to each insured except with respect to the limits of liability. c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither CITY nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the CONTRACTOR.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds.

Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater.
f. Waiver of subrogation endorsement.
g. CONTRACTOR shall furnish a certificate for the period covered.

SPECIAL NOTICE - CLAIMS MADE COVERAGE:

L iability insurance coverage may not be written on a "claims made" basis. The Certificate of Insurance must clearly provide that the coverage is on an "occurrence" basis.

2. C omprehensive Automobile Liability for bodily injury (including death) and property damage which provides total limits of not less than One Million Dollars ($1,000,000) combined single limits per accident, applicable to all owned, non-owned, and hired vehicles.

3. S tatutory Workers' Compensation and Employer's Liability Insurance, including a waiver of subrogation endorsement and a Broad Form "All-States" Endorsement for all employees engaged in services or operations under the Contract. The employer's liability insurance shall provide limits of not less than One Million Dollars ($1,000,000) per occurrence.

Both the worker's compensation and employer's liability policies shall contain the Insurer's waiver of subrogation in favor of CITY, its officers, agents, employees, and volunteers.

4. B uilder's Risk/Course of Construction Insurance: CONTRACTOR shall be responsible for all loss, damage or destruction whatsoever to the Work called for by this Contract until the approval of a Notice of Completion. CONTRACTOR shall secure "All Risk" type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the Work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the Work completed.

The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, 33 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

T
he policies providing such insurance shall name CITY as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with CITY. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

B
uilder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

D. O
ther Insurance Provisions.

1. T
he requirements of the Contract Conditions as to types and limits of insurance coverage to be maintained by CONTRACTOR, and any approval of insurance by CITY, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by CONTRACTOR pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude CITY from taking any other action available to it under any other provision of the Contract or law.

2. C
ITY acknowledges that some insurance requirements contained in the Contract Conditions may be fulfilled by self-insurance on the part of CONTRACTOR. However, this shall not in any way limit liabilities assumed by CONTRACTOR under the Contract. Any self- insurance must be approved in writing by CITY, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by CITY in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or CITY. CITY reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

3. C
ONTRACTOR agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, CONTRACTOR shall require its subcontractors to agree to be bound to CONTRACTOR and CITY in the same manner and to the same extent as CONTRACTOR is bound to CITY under this Contract. Additionally, CONTRACTOR shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of CITY’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, CONTRACTOR may insure subcontractor(s) under its own policy.

4. C
ITY, its officers, agents, employees and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of CONTRACTOR; and with respect to liability arising out of work or operations 34 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] performed by or on behalf of CONTRACTOR including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04. In addition, the insurance policy may not contain language which prohibits additional insureds or other insurers from satisfying the self-insured retention or deductible.

5. T
he limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any 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 (if agreed to in a written contract) before the CITY’s own insurance shall be called upon to protect it as a named insured.

6. Un
less provided by CONTRACTOR, CONTRACTOR shall require its Architect/Engineer to provide professional liability (errors and omissions) insurance (certificate and additional insured endorsement).
7 . CITY RESERVES THE RIGHT TO WITHHOLD ANY PROGRESS

PAYMENTS TO CONTRACTOR IN THE EVENT OF NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

9.2 Insurance to be provided by CITY. [not applicable]

9.3 Payment, Performance and Warranty Bonds. CONTRACTOR shall furnish and deliver to CITY Performance, Labor & Materials, and Warranty Bonds issued by a surety prior to, and as a condition precedent to, commencement of the Construction Work on the Site; provided, however, the Warranty Bond shall be waived if such bond is not required pursuant to CITY’s request for proposals for the Project. The Payment and Performance Bonds shall be in a penal sum equal to one hundred percent (100%) of the GMP, and the Warranty Bond shall be in the penal sum equal to ten percent (10%) of the GMP. All bonds shall be in the form as set forth in Exhibit E hereto. All premiums for the Performance, Labor & Materials, and Warranty Bonds shall be a Cost of the Work. CITY shall have the right to withhold any payment(s) under this Agreement until CONTRACTOR has fully complied with this sub-section.

9.4 Indemnification. To the fullest extent allowed by law, CONTRACTOR shall defend, indemnify, and hold harmless, CITY, its officers, employees, agents, and volunteers, and each and every one of them, from and against all actions, damages, claims, losses, expenses or other liabilities of every type and description, including reasonable attorney fees, to which they may be subjected or put, by reason of, or resulting from, the performance of the Work, whether upon or off the Work, including the loss of use thereof, that is caused in whole or in part by willful or reckless misconduct and/or any negligent or wrongful act or omission of CONTRACTOR, any Subcontractor, and anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, whether or not it is caused in part by a party indemnified hereunder, except for such claims arising from the sole or active negligence of CITY. The parties intend that this provision shall be broadly construed. 35 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] C ONTRACTOR’s responsibility for such defense and indemnity oblig ations shall survive the termination or completion of this Agreement for the full period of time allowed by law. The defense and indemnity obligations of this Agreement are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Agreement.

ART
ICLE 10

PROTECTION OF PERSONS AND PROPERTY

10.1 Safety Precautions and Programs.

10.1.1 Site Safety. CONTRACTOR shall be responsible for initiating, maintaining and providing supervision of safety precautions and programs in connection with the Work, and shall also comply with any and all insurance carrier-mandated safety requirements and programs.

10.1.2 Safety Notices. In connection with the performance of the Work, CONTRACTOR shall provide notices and comply with all Applicable Laws bearing on the safety of persons and property and their protection from damage, injury or loss.

10.2 Safety of Persons and Property.

I
t is the intent of the parties that CITY is not an exposing, creating, controlling, or correcting employer under California Labor Code S ection 6400. In accordance with generally accepted fabrication and construction practices and all applicable Laws and Standards and Codes, CONTRACTOR shall have the authority and be solely and compl etely responsible for the safety of all property utilized and all persons performing under this Agreement. Moreover, the CONTRACTOR shall be the controlling employer and has the authority and responsibility to enforce safety for all fabrication, construct ion work, and Work performed under this Agreement.

The services of CITY’s contract administrator, if any, in conducting a review of CONTRACTOR’s performance under this Agreement is not intended to include a review of the adequacy of CONTRACTOR’s work methods, equipment or safety measures. If CITY and/or its contract administrator observes a safety violation related to the CONTRACTOR’s performance under this Agreement, then CITY and/or its contract administrator will report the violation to the CONTRACTOR who is then responsible for assuring the violation is abated.

C
ONTRACTOR is hereby informed that work on this Project could be hazardous.

CONTRACTOR shall carefully instruct all personnel performing under this Agreement in potentially hazardous work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property.

A
ll Equipment, Work and materials provided under this Agreement shall be in strict accordance with all applicable Laws and Standards and Codes, and attention is drawn to the requirements of CAL/OSHA.

C
ONTRACTOR shall perform under this Agreement so as not to expose personnel to, or to discharge into the atmosphere from any materials brought to the Site by CONTRACTOR, 36 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] smoke, dust, asbestos, toxic chemicals or other air contaminants in violation of applicable Laws and Standards and Codes.

10.2.1 Reasonable Precautions. CONTRACTOR shall take all precautions and implement all safety measures and requirements imposed by any Applicable Law. Without limiting the generality of the foregoing, CONTRACTOR shall take necessary precautions for the safety of, and shall provide necessary protection to prevent damage, injury or loss to:

10.2.1.1 Employees on the Work and other persons who may be affected thereby;

10.2.1.2 The Work and materials and equipment to be incorporated therein, whether in storage on or off the Site under care, custody or control of CONTRACTOR; and

10.2.1.3 Other property at the Site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of the Construction Work.

10.2.2 Safeguards. CONTRACTOR shall erect and maintain, as required by existing conditions and performance of the Work, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying CITY and users of adjacent sites and utilities, and shall comply fully with the requirements of CAL/OSHA.

10.2.3 Use of Explosives. Use of explosives is prohibited, unless approved in advance in writing by CITY. CITY may impose reasonable conditions on the use of explosives.

10.2.4 Remedy of Damage. CONTRACTOR shall promptly remedy damage and loss to property referred to in Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by CONTRACTOR, or anyone employed by or in control of CONTRACTOR, or any Subcontractor. All costs incurred by CONTRACTOR in connection with its obligations under this Section shall be cost of the Work, but shall not increase the GMP.

10.2.5 Designation of Safety Coordinator. [reserved]

10.2.6 Loads. CONTRACTOR shall not load or permit any part of the Construction Work or the Site to be loaded so as to endanger its safety.

10.3 Security. CONTRACTOR shall take any and all precautions that may be reasonably necessary to render all portions of the Work, the Site and any adjacent areas affected by the Work secure in all material respects, to decrease the likelihood of accidents, and to avoid vandalism and other contingencies which are liable to delay the Work or give rise to claims or liabilities. CONTRACTOR shall furnish and install all necessary facilities to provide safe means of access to all points where Work is being performed. CONTRACTOR shall take all precautions and measures as may be reasonably necessary to secure the Project at all hours, 37 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] including evenings, holidays and non-work hours. Such precautions may include provision of security guards.

10.4 Damage to Property at the Site. CONTRACTOR shall be responsible for any and all damage or loss to property at the Site, except to the extent caused by the acts or omissions of CITY or its representatives, agents or employees. If such damage or loss is caused by CONTRACTOR, payment of such costs as Cost of the Work shall be limited by the provisions of Section 2.20.5 hereof.

10.5 Damage to Property of Others. CONTRACTOR shal l avoid damage, as a result of CONTRACTOR's operations, to existing sidewalks, curbs, streets, alleys, pavements, utilities, adjacent property, the work of Separate Contractors and the property of CITY. CONTRACTOR shall repair any such damage caused by the operations of CONTRACTOR.

10.6 Failure of CONTRACTOR to Repair Damage. If CONTRACTOR fails to commence the repair of damage to property as set forth in this Article, and/or diligently pursue such repair, then CITY, after ten (10) Days prior written notice to CONTRACTOR (provided CONTRACTOR has not commenced such repair during such ten (10) Day period), may elect to repair such damages with its own forces and to deduct from payments due or to become due to CONTRACTOR amounts paid or incurred by CITY is correcting such damage.

10.7 Emergencies. In an emergency affecting the safety of persons or property, CONTRACTOR shall act, at CONTRACTOR's discretion, to prevent threatened damage, injury or loss. Additional costs or extensions of time caused by CONTRACTOR on account of an emergency not caused by the fault or neglect of CONTRACTOR shall be determined as provided in Section 6.2 hereof.

ART
ICLE 11

DISPUTES

11.1 Disputes between CITY and CONTRACTOR. In the event of any dispute arising between CITY and CONTRACTOR regarding any part of the Contract or the Contract Documents, or the Parties’ obligations or performance thereunder, and subject to any claims presentation requirements set forth in the Contract Documents, either Party may institute the dispute resolution procedures set forth herein. The Parties shall continue performance of their respective obligation hereunder notwithstanding the existence of a dispute.

11.2 Dispute Resolution Procedures. CONTRACTOR must submit all claims as defined in and in accordance with the claim resolution process set forth in Section 9204 of the Public Contract Code. Each such claim must be sent to CITY by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the claim. All claims must be received prior to acceptance of the Work and will be handled in accordance with the procedures set forth in Section 9204 of the Public Contract Code. 38 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] ARTICLE 12
EVENTS OF DEFAULT AND REMEDIES; TERMINATION

12.1 CONTRACTOR Events of Default. The following shall be considered "CONTRACTOR Events of Default":

12.1.1 If CONTRACTOR fails or neglects to carry out the Work in accordance with the provisions of the Contract Documents, and fails, after seven (7) Days notice from CITY, to commence a cure to correct such failure or neglect and thereafter diligently pursue such cure to completion;

12.1.2 If CONTRACTOR materially breaches this Agreement and fails, after seven (7) Days notice from CITY, to commence a cure to correct such breach and thereafter diligently pursue such cure to completion (such breach to include, but not be limited to, failure to make payment to Subcontractors for materials or labor in accordance with the respective agreements between CONTRACTOR and the Subcontractors or violation of Applicable Laws);

12.1.3 If a custodian, trustee or receiver is appointed for CONTRACTOR, or if CONTRACTOR becomes insolvent or bankrupt, is generally not paying its debts as they become due or makes an assignment for the benefit of creditors, or CONTRACTOR causes or suffers an order for relief to be entered with respect to it under applicable bankruptcy law or applies for or consents to the appointment of a custodian, trustee or receiver for CONTRACTOR, or bankruptcy, reorganization, arrangement or insolvency proceedings, or other proceedings for relief under any bankruptcy or similar law or laws for the relief of debtors, are instituted by or against CONTRACTOR, and in any of the foregoing cases such action is not discharged or terminated within sixty (60) Days of its institution.

12.2 Remedies of CITY upon a CONTRACTOR Event of Default.

12.2.1 Termination of Contract. Upon the occurrence of a CONTRACTOR Event of Default, CITY shall have the right to terminate this Contract upon an additional seven (7) Days written notice to CONTRACTOR, provided that CONTRACTOR has not commenced a cure within such seven (7) Day period. Without prejudice to any other rights or remedies of CITY, CITY may:

12.2.1.1 Take possession of the Site and of all materials, equipment, tools and construction equipment thereon owned by CONTRACTOR;

12.2.1.2 Accept assignment of Subcontracts; and

12.2.1.3 Finish the Work by whatever reasonable method CITY may deem expedient.

12.2.1.4 When CITY t erminates the Contract as aforesaid, CONTRACTOR shall not be entitled to receive further payment until the Work is finished. If the unpaid balance of the GMP exceeds costs incurred in finishing the Work, such excess shall be paid to 39 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22] CONTRACTOR, up to the amount due CONTRACTOR for work performed prior to termination. If such costs exceed the unpaid balance of the GMP, CONTRACTOR shall pay the difference to CITY.

12.2.2 Recourse to Payment and Performance Bonds. Upon the occurrence of a CONTRACTOR Event of Default and termination of this Contract by CITY, CITY may call upon the Surety to perform its/their obligations under the Payment and Performance Bonds, if applicable.

12.3 Remedies not Exclusive. Except as otherwise provided in this Agreement, no remedy hereunder is intended to be exclusive of any other remedy, but each and every such remedy shall be cumulative and shall be in addition to any other available legal or equitable remedy, existing now or hereafter. No delay or omission to exercise any right or power accruing shall impair any such right or power nor shall it be construed to be a waiver of any Event of Default or acquiescence therein, and every such right and power may be exercised from time to time as often as may be deemed expedient.

12.4 Termination or Suspension for Convenience.

12.4.1 Termination for Convenience. CITY may, without cause, terminate this Contract, or any portion of Work to be performed hereunder at any time by a notice in writing from CITY to CONTRACTOR for CITY's convenience. In such case, CITY shall pay to CONTRACTOR all funds due CONTRACTOR for work performed up to the date of termination, plus all demobilization and close-out costs, including, but not limited to, any amounts payable to Subcontractors for early termination, plus reasonable overhead and profit on Work performed. All funds due hereunder, including unpaid Retention, shall be released within thirty (30) Days of termination of the Contract for convenience, subject to any withholding required or authorized by any Applicable Law. In no event shall such amounts owed to CONTRACTOR exceed the GMP.

12.4.2 Suspension for Convenience. CITY may, without cause, order CONTRACTOR in writing to suspend, delay or interrupt the Work in whole or in part for such period of time as CITY may determine. An adjustment shall be made for increases in the cost of performance of the Work, including Fee on the increased cost of performance, caused by the suspension, delay or interruption, in accordance with the Change Order provisions of this Contract. No adjustment shall be made to the extent (1) the performance is, was or would have been so suspended, delayed or interrupted by another cause for which CONTRACTOR is responsible or (2) that an equitable adjustment to the GMP and/or Schedule is made or denied under another provision of this Contract. Adjustments made in the cost of performance may have a mutually agreed fixed or percentage Fee.

ART
ICLE 13

MISCELLANEOUS PROVISIONS
40 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

13.1 Governing Law. This Contract shall be c onstrued with and governed by the laws of the State of California.

13.2 Su
ccessors and Assigns. CITY and CONTRACTOR respectively bind themselves, their partners, shareholders, successors, assigns and legal representatives to the other Party hereto and to shareholders, successors, assigns and legal representatives of such other Party in respect to covenants, agreements and obligations contained in the Contract Documents. Neither Party shall assign the Contract without the prior written consent of the other.

13.3 No
tice. Any notices to Parties required by this Agreement shall be delivered or mailed, U.S. first class, postage prepaid, addressed as follows:

If to CITY:
____Jeremy Snyder ________
_____City of Roseville ____
______1800 Booth Rd. ____
_____Roseville CA 95747 ___
__________________________
If to CONTRACTOR:
___Greg Cederstrom______
____Syblon Reid______
___1130 Sibley Street______
___Folsom CA 95630______
________________________
Addre
ss for Notice may be changed by Notice to the other Party.

13.4 P
revailing Wages. For purposes of this Agreement, CONTRACTOR and its Subcontractors shall comply with all applicable prevailing wage laws, e.g., but not limited to, California Labor Code Sections 1770 et seq. In accordance with said Section 1775, CONTRACTOR shall forfeit as a penalty to CITY Two Hundred Dollars ($200) for each calendar Day or portion thereof for each worker paid less than the prevailing rates for such work or craft in which such worker is employed for any work done on-Site under the Agreement by CONTRACTOR or by any Subcontractor in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to said Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each worker for each calendar Day or portion thereof for which each worker was paid less than the stipulated prevailing wage shall be paid to each worker by CONTRACTOR or the applicable Subcontractor.

Purs
uant to the provisions of California Labor Code Section 1773, the Department of Industrial Relations has identified the source, stated below, of the General Prevailing Rate of Wages applicable to the work to be done, for straight time, overtime, and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of worker concerned. These wage rates may be obtained from the State Department of Industrial Relations and/or the following website address:
http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm, which is a part of this Agreement.

Purs
uant to Labor Code Section 1773.2, the General Prevailing Wage Rates set forth above by the Department of Industrial Relations, which form a part of this Agreement, shall be posted by CONTRACTOR at a prominent place at the Site.
41 [L:\agreement\form agreements\Design Build Agreement.docx; 2/3/22]

13.5 M
odifications. No Modifications or Change Orders shall be valid unless in writing and signed by CITY and CONTRACTOR.

13.6 I
nterpretation. Any and all headings of this Agreement are for convenience of reference only and do not modify, define or limit the provisions thereof. Words of any gender shall be deemed and construed to include correlative words of the other gender. Words importing the singular number shall include the plural number and vice versa, unless the context shall otherwise be deemed to include all supplements and/or amendments to any such exhibits or documents entered into in accordance with the terms hereof and thereof. All references to any person or entity shall be deemed to include any person or entity succeeding to the rights, duties and obligations of such person or entity in accordance with the terms of this Agreement. Where reference is made in this Agreement to another Contract Document, the reference refers to that provision as amended or supplemented by the other provisions of the Contract Documents. In the event of any conflict between or among the Contract Documents, the provisions of this Agreement shall govern.

13.7 S
everability. If any provision of this Agreement is held to be inoperative or unenforceable as applied in any particular case because it conflicts with any other provision hereof or any constitution, statute, ordinance, rule of law or public policy, or for any other reason, such holding shall not have the effect of rendering the provision in question inoperative or unenforceable in any other case, or of rendering any other provision herein contained inoperative or unenforceable to any extent whatever. The invalidity of any one or more phrases, sentences, clauses or sections contained in this Agreement shall not affect the remaining portions of this Agreement or any part hereof, and they shall otherwise remain in full force and effect.

13.8 W
hole Agreement. This Agreement, the Exhibits hereto and the Contract Documents, specifications and Drawings shall constitute the entire agreement between the Parties, and no inducements, considerations, promises or other references shall be implied in this Agreement that are not expressly addressed herein

13.9 A
ccounting Records. CONTRACTOR shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management under this Agreement; the accounting and control systems shall be reasonably satisfactory to CITY. CITY and CITY's accountants shall be afforded access to CONTRACTOR's records, books, correspondence, instructions, drawings, receipts, Subcontracts, vouchers, memoranda and other data relating to this Agreement, and CONTRACTOR shall preserve these for a period of three (3) years after final payment, or for such longer period as may be required by law.

13.10 I
ntentionally left blank.

13.11 No Waiver. Neither the inspection by CITY or its agents, nor any order or certificate for payment of money, nor payment for, nor acceptance of the whole or any part of the work by CITY, nor any extensions of time, nor any position taken by CITY or its agents shall operate as a waiver of any provision of this Agreement or of any power herein reserved to CITY or any right

RICHARD D. PLECKER
Environmental Utilities Director

ORDINANCE NO. 6699

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2023-24

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE

THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2023-24, is hereby amended as listed on the attached budget adjustment for the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this ______________ day of _________________, 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
_______________________________
MAYOR
ATTEST:

__________________________
City Clerk

REQUEST FOR BUDGET ADJUSTMENT
REQUESTER NAME & TITLE: Jeremy Snyder, Preventative Maintenance Supervisor FISCAL YEAR: 2023-24 PREPARER NAME & TITLE: Archana Wagley, Senior EU Business Analyst COUNCIL DATE (if applicable): 8/16/2023 DEPARTMENT/DIVISION: EU/Wastewater ORDINANCE:

EXPENDITURES/EXPENSES/TRANSFERS OUT
BUDGET ($)
Fund Account Center Project Adjustment
6231 6587 84001 500060 2,478,200
2,478,200

REVENUES/TRANSFERS IN
BUDGET ($)
Fund Account Center Project Adjustment
-
2,478,200

FUND BALANCE
BUDGET ($)
Fund Account Center Project Adjustment
6231 (2,478,200)
(2,478,200)
Justification for Budget Adjustment:

REQUESTING DEPARTMENT HEAD / DESIGNEE DATE BUDGET MANAGER / DESIGNEE DATE

CHIEF FINANCIAL OFFICER / DESIGNEE DATE CITY MANAGER / DESIGNEE DATE

POSTED BY DATE
Revised: June 24, 2019
TOTAL

ACCOUNT STRING DESCRIPTION
REQUIRED APPROVALS:

BUDGET DEPARTMENT USE ONLY:

The Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation Project (#500060) requires an additional $2,478,200 from the available resources in the Wastewater Regional Rehabilitation Fund (6231) to complete the remaining work: the installation, testing, communications/networking, programming and SCADA integration, and engineering of multiple variable frequency drives (VFDs) and submersible influent pump replacements. This request will bring the project’s total lifetime budget to $4,012,200.

TOTAL
TOTAL

ACCOUNT STRING DESCRIPTION
Increase capital outlay budget for project 500060
Decrease available resources in the Wastewater
Regional Rehabilitation Fund

NET ADJUSTMENT

ACCOUNT STRING DESCRIPTION
7/24/20239:29 AM
1 7/24/23

prepared by:

SYBLON REID
General Engineering Contractors
Providing Solutions to Difficult Projects

06.28.2023
Pleasant Grove
Wastewater Treatment
Plant Influent Pump
Station Rehabilitation
Response to City of Roseville
RFP 08-114

SYBLON REID PROPOSAL

NEGOTIATED

RESUBMITTAL PER

MEETING ON
JUNE 7, 2023

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- i -
Table of Contents
Section Page
Cover Letter ............................................................................................................................................................. 1 TAB A: Firm’s Qualifications .............................................................................................................................. 3 Design .................................................................................................................................................................................... 5 Construction ........................................................................................................................................................................ 7 Preconstruction Activities ......................................................................................................................................................... 7 Construction Activities ................................................................................................................................................................ 7 Post-Construction .............................................................................................................................................................. 7 TAB B: Experience and References ................................................................................................................. 9 Syblon Reid .......................................................................................................................................................................... 9 Water Works Project Experience ............................................................................................................................. 10 Frisch Engineering Project Experience .................................................................................................................. 12 San Joaquin Electric Project Experience ................................................................................................................ 17 TAB C: Qualifications of Team ........................................................................................................................ 18 TAB D: Project Understanding ....................................................................................................................... 22 Project Introduction ...................................................................................................................................................... 22 Summary of Desired Improvements ....................................................................................................................... 23 Summary of Construction Process and Challenges ............................................................................................ 24 Main Switchboard ....................................................................................................................................................................... 27 Feeder Power Wire and Conduit .......................................................................................................................................... 27 Motor Lead Power Wire and Conduit ................................................................................................................................. 28 Pump Submersible Cable Entry to Termination Panel ............................................................................................... 29 Variable Frequency Drives (VFDs) ...................................................................................................................................... 29 Flygt Pump Mini-CAS Modules .............................................................................................................................................. 30 Instrumentation ........................................................................................................................................................................... 30 Control Panels ............................................................................................................................................................................... 30 Design and Construction Phase Services: .............................................................................................................. 31 Step 1 – Site Visit and Initial Kickoff Meeting ................................................................................................................. 32 Step 2 – Detailed Planning Workshop ................................................................................................................................ 32 Step 3 – Facility Planning and Alternatives Development. ....................................................................................... 33 Step 4 – Conceptual (40%) Design Technical Memorandum................................................................................... 33 Step 5 – Final Engineering Design / As-Built Record Drawings ............................................................................. 33 CONSTRUCTION PHASE ENGINEERING SERVICES ............................................................................................... 35 City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- ii -
Design Assumptions ...................................................................................................................................................... 36 Electrical Design ........................................................................................................................................................................... 36 System Integration ...................................................................................................................................................................... 37 Electrical Testing and Start-up .............................................................................................................................................. 37 Civil, Mechanical, and Structural Inspection and Construction Management .................................................. 37 Potential Operational Modifications ....................................................................................................................... 37 Pump Control Setpoints ............................................................................................................................................................ 37 Pump Rotation and Wet Well Pump Down ...................................................................................................................... 38 TAB E: Approach to the Project’s Scope of Work/Special Project Considerations ..................... 39 Design alternatives ........................................................................................................................................................ 39 Safety Considerations ................................................................................................................................................... 39 Permit Required Confined Space .............................................................................................................................. 39 Working at Heights ........................................................................................................................................................ 39 Lockout/Tagout .............................................................................................................................................................. 40 Schedule Considerations ............................................................................................................................................. 40 Construction Sequence ................................................................................................................................................. 40 Phase 1 & 2 – Wet Wells 1 & 2 .................................................................................................................................... 41 Phase 3 - Side Stream Bypass ..................................................................................................................................... 42 Preliminary Project Schedule .................................................................................................................................... 43 TAB F: Cost Proposal ......................................................................................................................................... 44 TAB G: Required Statements/Documents ................................................................................................. 47 Required Statements ..................................................................................................................................................... 47 TAB H: Exceptions .............................................................................................................................................. 48 TAB I: Competency of Proposers ................................................................................................................... 49 Attachments ......................................................................................................................................................... 50 Attachment A – Proof of Registration with California Secretary of State .................................................. 50 Attachment B – Proposer’s Certification ................................................................................................................ 51 Attachment C – Non-Collusion Declaration ........................................................................................................... 52 Attachment D – Design-Build Construction Sample Contract ........................................................................ 53 Attachment E – Contractor and Subcontractor List ........................................................................................... 54 Appendices ............................................................................................................................................................ 55 Appendix A – Résumés .................................................................................................................................................. 55 Appendix B – Variable Frequency Drive (VFD) Cut Sheets.............................................................................. 56 Appendix C – Pump Cut Sheets .................................................................................................................................. 57

Cover Letter
May 4, 2023

Office of the City Clerk
311 Vernon Street
Roseville CA 95678

RE: Request for Proposals
08-114
Pleasant Grove Wastewater Treatment Plant Influent Pump Sta�on Rehabilita�on

Review team,

Syblon Reid appreciates the opportunity to provide our proposal for the Pleasant Grove Wastewater Treatment Influent Pump Sta�on Rehabilita�on project. Our response includes the informa�on requested in the RFP to address your evalua�on criteria.

We believe that open communica�on is required for the project to successfully meet schedule, budget and opera�onal requirements and perform the work related to cri�cal infrastructure in a safe and effec�ve manner.

We look forward to the opportunity to work with the City of Roseville u�lizing the Design Build contrac�ng vehicle which will allow our team to work from the same side of the table to meet your needs.

For the design of the Influent pump sta�on rehabilita�on, Syblon Reid has selected a team that is very familiar with the City of Roseville and the Pleasant Grove Wastewater Treatment facility. This team includes Water Works Engineers as our lead civil/mechanical designer and Frisch Engineering as the lead electrical design engineer. Both firms are leaders in engineering services related to the design of water and wastewater facili�es. Our design teams have small-firm responsiveness with big- firm capabili�es. This project will be led by design teams with local resources located in Roseville and Folsom that have extensive experience with the City of Roseville, the Pleasant Grove wastewater treatment facility, and the influent pump sta�on that the RFP is reques�ng be rehabilitated.

Syblon Reid is also pleased to be working with San Joaquin Electric as our electrical subcontractor. We have worked with San Joaquin Electric on numerous water and wastewater projects and rely on their experience and capability to support construc�on for challenging electrical scopes of work.

The cultures of Syblon Reid, Waterwork Engineers, Frisch Engineering, and San Joaquin Electric are aligned to meet the needs of our clients and allow our projects to evaluate alterna�ves, providing cost effec�ve and func�onal solu�ons for our owners.

As you review our response and the appendixes of the proposal, we hope we have conveyed our confidence in our ability to provide superior services. We are looking forward to combining our team with your team to make this project a success.

Sincerely,

Greg Cederstrom
President
Syblon Reid

Formalities
Submitting Firm:

Syblon Reid
1130 Sibley Street
Folsom CA 95630
Please contact Scott Goodall with any questions related to this proposal:

Scott Goodall, PE
Senior Manager
[email protected]
(916) 351-0457 – Main Office
(916) 351-1674 – Fax Number
(916) 365-5404 - Mobile
Syblon Reid will perform the services and adhere to the requirements described in this RFP including addenda:

Addenda One dated April 4, 2023
Addenda Two dated April 20, 2023
June 7th, 2023 Scope Clarification meeting with City

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 3 -
TAB A: Firm’s Qualifications
Syblon Reid is accustomed to successfully performing work on projects of a similar scope, magnitude, and complexity to the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation project. We readily accept projects with unique and significant challenges that others are apprehensive about and take pride in our ability to evaluate difficult situations, or projects, and use our resources to develop solutions that are safe, efficient, environmentally sound, and economical. It is our commitment to embrace the owner's problems as if they were our own. The long-term success of our company depends on our reputation and ability to satisfy our clients.

Syblon Reid is a General Contractor (GC)
located in Folsom, CA. The company was
founded by Ray Syblon and John Reid in
1955 and emphasizes quality work at
competitive prices. Throughout the years
Syblon Reid has grown steadily to meet the
engineering construction needs of the western states. Today, Syblon Reid is a recognized leader in difficult engineering construction projects requiring a high level of skill in problem solving and risk management, with special emphasis on water resource and wastewater projects.

As the Design Builder Syblon Reid has selected to team with Waterworks Engineers, Frisch Engineering and San Joaquin Electric for the influent pump station rehabilitation. Our organizations have similar cultures as relationship-based businesses with a long industry tenure. These traditional values support our team centered approach to project success.

Our Design Build Team has extensive experience in the design and construction of pump stations and electrical facilities in water and wastewater treatment plans.

Syblon Reid takes pride in our ability to self-perform earthwork, concrete, and mechanical work. This hands-on support of the work allows us to maintain our commitments to schedule and quality. We have a strong pool of union skilled craftsmen, subcontractors and design consultants that provide excellent services to support our mission.

The Water Works Team has extensive experience, history and familiarity with the City of Roseville’s water and wastewater treatment, water distribution, and sewer collection systems. The strength of the Water Works Team is that we can do it all:
treatment process design, pipeline design, pumping stations, hydraulic modeling, small “fix-it” projects, and even the City’s largest projects. We believe our
attentive, focused, high-quality, and cost-sensitive approach to providing these services fits very well with the City’s.

Design Build Team Culture
• Our Team is Water/wastewater
focused. If it handles, treats, or
conveys water/wastewater our
team can meet your needs.
• C ollaboration Inspires our
relationship-based work
philosophy.
• Co re values of integrity,
commitment, accountability,
unity and stewardship drive our
teams.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 4 -
Water Works Engineers has executed several successful key projects for the City over the past several years including condition assessment and design of miscellaneous repair work at the Dry Creek and Pleasant Grove (PG) WWTPs, the PG Grit Channel Rehabilitation Project, the PG inlet trunk line and influent pump station building odor control and operations assessment, Building Secondary Clarifier
Replacement Project, the West Side Tank and Pump Station, 2020 Urban Water Management Plan, and miscellaneous
collection system design and construction engineering
support, as well as construction inspection and construction management for the Shadowbrook Lift Station and sewer FM crossings of Dry Creek and are currently serving as the City’s owners representative for design-build of the City’s West Side Water Operations Crew Building .

We enjoy working
interactively with City Staff during the project scoping phase to understand the City’s budget and technical needs for projects to ensure that we provide the most targeted and cost-effective services possible. At Water Works, we take great pride in keeping our projects on schedule and our performance on past projects with the City can attest to this commitment.

Frisch Electrical Engineering is committed to providing the highest level of quality and performance to assure each project’s success from concept to completion. They provide Electrical Engineering, Construction Management, Programming Services and are continuously evolving with technological improvements to provide systems with the latest features.

Frisch Engineering was founded in 2001 and has been dedicated to water/wastewater/power industries ever since. Their staff has a combined 130 years of experience, which averages 20+ years per staff member.

Typical projects are treatment plants, power plants, hydro-electric facilities, sub-stations, pump stations, reservoirs, wells, and sewage lift stations, and telemetry systems. They are proficient in power distribution, protective relaying, hardware controls, PLCs, SCADA, programming, and instrumentation. They are very experienced in automated controls, power coordination, arc-flash safety, and communications since they are used in most projects. Most systems require radio, telephone, and/or LAN/WAN for communications to SCADA.

With over 700 projects completed, they are presently working as consultants on many projects and as Engineers and Construction Partners in Design/Build projects.

San Joaquin Electric, Inc. has been a leader in commercial and industrial electrical contracting since 1980. We work in partnership with sophisticated customers throughout Northern and Central California, including many Fortune 500 companies. We apply the highest levels of quality, safety and technical expertise to meet our client's individual needs.

San Joaquin Electric’s clients include defense contractors, refineries, utility companies and governmental entities, to name a few. The scope of our work includes wastewater treatment plants, water treatment plants, It was clear to all that Water Works was
not hired to simply check a box, and the
entire group was very pleased with the
outcome. The City of Roseville
appreciates your ongoing professionalism
and stellar atten tion to detail. Each time
we get assistance from you on any project
we never have to worry about stones left
unturned. –
Bobby Alvarez, City of
Roseville (2020)

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 5 -
food processing plants, distilleries, wineries, refineries, bottling centers, warehouses, hospitals and compost facilities, among others. We apply the expertise and attention to detail required in our large, multi-million dollar jobs to every job we do, whatever the size.

Design
Our approach for completing the design work for the Influent Pump Station Rehabilitation is a five-step process, including:

Step 1 – Site Visit and Initial Kickoff Meeting with the City and other project stakeholders. It’s all too easy to let the scope of a project run away during design and fail to meet the operational and budget objectives.

We have learned over the years that it is easier to look ahead and control costs than to look over our shoulders at what should have been done. To that end, the initial kickoff meeting should focus on three topics: 1) the specific objectives of the upgrades; 2) the construction budget; and 3) the project management plan. The kickoff meeting will be immediately followed by any necessary site assessments and a detailed review of the design criteria before proceeding to the next phase of the design. During the Kick- off Meeting our team will present design and equipment details for the Schneider VFD’s and Flygt Pumps. A key objective of this meeting is to obtain approval from the City to release our team to procure the VFDs and Pumps. This release is a requirement to meet the project schedule and budget.

Step 2 – Detailed planning workshop Our team will facilitate a planning workshop with the City and other key project stakeholders to discuss 1) the specific objectives of the improvements, 2) design criteria, 3) overall layouts of each facility, 4) maintenance of plant operations requirements, 5) materials of construction, 6) applicable codes, 7) permitting requirements and implications, 8) drawing and specification formats, 9) operational and maintenance requirements, and 10) security. It is expected that a full day meeting will be needed to sufficiently discuss these topics. We think it is important to mention here that we find it vital to have the local operations and maintenance personnel and active stakeholders involved in this workshop. We have found that local knowledge of the facilities help provide a viable, long-term solution.

FRISCH
ENGINEERING, INC.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 6 -
The level of design detail at this phase will be 10% and consist of mark-ups of existing PGWWTP PDF drawings and a general discussion of construction phasing/equipment/material types. This will include review of plant drawings with City staff to confirm wet well shut down alternatives, in particular the return water wet well and associate flow streams.

Step 3 – Facility Planning and Alternatives Development. Syblon Reid, Water Works, Frisch Engineering, and San Joaquin Electric will use the information gathered in steps 1 and 2 to identify and refine alternative approaches to address the project needs – both from an engineering and constructability viewpoint. We find this to be an important task to narrow down the potential options that not only address costs and schedule, but also long-term maintenance and environmental/cultural considerations. Our team will schedule and facilitate a workshop with the City to review each of the preliminary alternatives. The workshop will include a high-level scope of each alternative including discussions around the design and construction schedules as well as the relative costs for each. The ultimate goal for this workshop is to agree which of the proposed alternatives appears viable and should be taken forward to final design. The level of design detail at this phase will be 10% and consist of mark-ups of existing PGWWTP PDF drawings and construction phasing figures and equipment/material of construction lists.

Step 4 – Conceptual (40%) Design Technical Memorandum..A Conceptual Design Technical Memo will be prepared that memorializes the key elements of the design as presented and discussed in the Facility Planning and Alternatives Development Workshop. The Technical Memorandum will document the assumptions, decisions, criteria and conceptual design of the planned improvements at both wet wells/diversions and associated electrical improvements. The memo will also incorporate preliminary site plans and interface with existing facilities. The level of design detail at this phase will be 40% and consist of updated mark-ups of existing PGWWTP PDF drawings with equipment and material of construction notes added, new construction details in CADD where deemed necessary to communicate design intent, construction phasing / sequence figures, outline of technical specifications necessary to communicate final design to and a list of additional equipment for which our team is requesting pre-purchase release by the City. Throughout this step, our team will compare the design to the proposed scope of work and fixed contract price. Our team will identify design changes requested by the City that differ from our proposed scope of work and quantify their impact to determine if these can be constructed within the fixed price or require a modification to the fixed price contract amount. Once finalized, this document shall be used as the basis of final engineering design and an updated schedule of values detailing the components that make up the fixed price shall be submitted
Step 5 – Final Engineering Design / As-Built Record Drawings. Upon City approval of the Conceptual Design Technical Memorandum, the final engineering design will proceed to Construction Drawings in CADD format and production of any Technical Specifications necessary to communicate final design intent. The Construction Drawings and Technical Specifications with be submitted for review and comment by the City. Our team will facilitate a design review workshop with City staff to discuss and receive feedback on the design. As the design progresses, Syblon Reid’s Team will continue to identify, obtain City approval and maintain a comprehensive list of long lead materials, develop necessary permit packages and update construction costs and schedules. Quality control will be completed throughout the project. As material procurement, mobilization and then construction proceeds based on the City City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 7 -
approved Construction Drawings and Technical Specifications, our team will document actual field conditions, identify and obtain City approval of changes necessary to accommodate these field conditions, and produce Record Drawings in CADD documenting the final installed conditions.

Note: This approach is different than the RFP’s required 30/60/90/100% design deliverable requirements. Our team feels this approach provides the City a more cost-effective way to deliver high quality improvements that include City input, while staying in compliance with project schedule and budget.

We are confident that the overall approach outlined above will be successful for the planning and design of these facilities. We believe that this process, along with frequent communication with the Owner, produces a design that is thorough, efficient, and properly addresses the project needs.

Construction
Using a design build delivery method is advantageous and allows construction to begin prior to completion of the final design packages. We envision the activities would include:

Preconstruction Activities
 Procurement of long lead items specifically
 VFD Gear
 Flow Meters
 Pumps
 Stainless Steel Piping
 Construction survey layout
 Site identification of staging areas and access
Construction Activities
Once the drawings are completed to 100% level and the final baseline schedule has been submitted and approved, the remaining construction activities will begin. We would envision at least the following:
 Demolition
 Facility modifications (civil, mechanical, electrical) Phased per our construction schedule  VFD, Electrical, and similar Installations
 Testing and commissioning
Post-Construction
After substantial completion of the project, the following activities will be completed before project closeout:
 Demobilization of temporary facilities
 Monitoring
City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 8 -
 Preparation of a post-construction summary report
 As-built drawings
Our role as an advocate for robust design and long-term performance considerations does not change using alternative project delivery. Working closely with both the owner and the design build team allows us to further scrutinize and elevate our design approach for each project. Through collaboration with the Design Build team, we can refine design details to provide the most cost-effective implementation of high-quality design and engineering concepts. Continuous contractor feedback, combined with ongoing coordination with owner needs, not only leads to effective alternative delivery projects, but also improves our work on traditional design/bid/build projects.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 9 -
TAB B: Experience and References
Syblon Reid has historically taken on all types of treatment plant projects since 1955. These projects have included water, wastewater, groundwater and mining tailings treatment facilities. Our design team and electrical subcontractor have each provided services to the City of Roseville within the last 5 years and we are including project experience and references for each of our team members for your evaluation.

Syblon Reid
Napa Sanitation District- Headworks Equipment Replacement Project - 2019 Supply and Installation of new Grit washer, perforated plate screens, sluice and washer compactor. Demo of old equipment and installation of new equipment performed during outages of headworks channels.

Completed all critical outage installation’s ahead of schedule.

Final contract value $2,325,000
NapaSan Technical Services Director – Andrew Dameron, (707) 258-6000 PSOMAS Construction Manager– Gerrit Post – (925) 766-2099 CalTrans I-5 Roadway Improvements – 2020
Syblon Reid was a subcontractor to NorCal Paving, A JV between Granite and Teichert, for the retrofitting of 5 storm water pump station along I-5. New Flygt submersible pumps and associated piping were installed ranging in size from 8” to 18” along with new VFD’s, HMI and an integrated SCADA system.

Final Contract Value - $2,948,846
CalTrans Structure Rep – Luis Guzman (916) 799-3376
NorCal Paving/Granite Project Manager – Josh Pulver – (916)855-4471 United States Army Corp of Engineers – Reach D Pumping Plant Modifications Shoring, cofferdam installation, and dewatering to allow demolition of an existing drainage pump station.

Construction of a new cast in place pump wet well, screenings channel, and drive over deck. Installation of new self-cleaning, travel screens and large, medium voltage, mixed flow pumps. Construction of a new electrical building to house new medium voltage motor control centers and control equipment including PLC cabinet, SCADA, local control panels, HVAC and related ancillary equipment.

Current contract value - $ 8,882,803
Contracting Officer Representative, Richard Donnelly – (916) 704-4852USACE Quality Assurance Representative, Vu Cao – (916) 969-6313
City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 10 -
Water Works Project Experience

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 11 -

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 12 -
Frisch Engineering Project Experience

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 13 -

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 14 -

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 15 -

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 16 -

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 17 -
San Joaquin Electric Project Experience

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 18 -
TAB C: Qualifications of Team
The Syblon Reid Design Build Team for the City of Roseville Pleasant Grove Wastewater Treatment Plant Influent pump station rehabilitation project has been selected to demonstrate our commitment to overall project success. The experience and performance of the team members is well qualified to perform all functions required by the RFP. Our Project Manager and Project Executive have experience with the major elements of the work requested on the Influent pump station upgrade. Our supporting engineering and electrical subcontractor partners have extensive experience in with the Pleasant Grove
Wastewater Treatment facility and will be a complement to our construction experience.

Syblon Reid will be supporting this project with Scott Goodall, PE as the project executive. Mr. Goodall has worked for over 30 years in the heavy civil / mechanical construction industry and has been contributing at Syblon Reid for over 20 years in all aspects of project management and company operations. The most notably similar project he performed was the El Dorado Irrigation District 26MGD expansion of the El Dorado Hill Water Treatment plant which required the installation of 2 submersible pumps in Folsom Lake as part of the upgrade utilizing barges and divers and installing HDPE piping into the lake.

Syblon Reid’s Project Manager, Ryan Fox, is responsible for carrying out the activities required to deliver the project deliverables on a day-to-day basis by the successful execution of a realistic plan to ensure that the required standards of safety and quality construction will be met. Mr. Fox has provided his skills to diverse projects that have included working from barges, diving, sitework and mechanical pump station, treatment and underground that will be a great asset for the project team.

Mr. Fox and Mr. Goodall have worked hand in hand on many projects together over their tenure with Syblon Reid including the Napa Headworks project, and the Interstate-5 improvements upgrading 5 stormwater pump stations. This level of experience will allow for contribution to the design and operation of the project to provide a system that addresses the project goals.

The Syblon Reid Design team – Water Works Engineers / Frisch Engineering relationship has spanned over a decade supporting each other on projects in water and wastewater design. Water Works Engineers has a deep bench of skilled engineering, design, and investigation staff. Both are well prepared to handle design-build projects as the engineer of record, bringing effective local resources and relationships to support this pursuit.

The Design Manager for Water Works Engineers is Mike Fisher, PE. Mr. Fisher has over 27 years of experience in managing all phases of planning, design, and construction management for new and existing wet utility infrastructure. He has extensive experience in hydraulic analysis and condition/capacity assessments in Providing an experienced team:
• That has worked together for over
a decade.
• P roject leadership that has
completed similar wastewater
treatment plant projects.
• P roject Manager with leadership
and with extensive mechanical
experience.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
- 19 -
preparation of rehabilitation and replacement recommendations for wet utility infrastructure. Mr. Fisher specializes in management of complex projects requiring coordination of multi-discipline design teams. His “hands-on” approach to design, attention to detail, and exceptional communication skills are what make his projects successful. Mike led the development of Water Works “risk” based infrastructure failure analysis protocol and has utilized that protocol in the preparation of prioritized, time-phased, capital improvement plans for numerous existing water and sewer systems.

The Water Works Design team will also be supported by technical leads based out of the Roseville office. This team includes Joe Ziemann, PE and Jon Roy PE to provide their extensive knowledge with the facility and engineering skills for a collaborative design solution.

Mr. Ziemann is a water and wastewater treatment process design and consulting engineer with 17 years of experience in the water, wastewater, and recycled water industry. He has worked as a project engineer and project manager on projects ranging from plan and specification preparation for new utility infrastructure to master planning and utility asset rehabilitation analysis and design. Mr. Ziemann’s experience also includes operations and maintenance planning and protocol development, as well as graphical information systems (GIS) analysis, which have allowed him to develop a broad perspective of how individual projects fit in to the larger picture of a municipality’s overall utility scheme and future objectives.

Mr. Roy is a Civil Engineer with over 7 years of experience in water infrastructure constructability, construction management, and design. Mr. Roy specializes in design and construction of yard and process pipe, and mechanical systems. Mr. Roy has extensive experience in existing process infrastructure rehabilitation and modification in both water and wastewater.

Our electrical design team will be led by Frisch Engineering. Since 2001, Frisch Electrical Engineering Inc. is a full service electrical and instrumentation engineering company. They are capable of providing turn-key solutions by designing and managing the project from start to finish. Frisch Engineering is presently working as Consultants in many projects and as Engineers and Construction Partners in Design/Build projects in Northern California
.

The Electrical Design Manager will be Thomas Frisch, PE. Mr. Frisch has worked in the water/wastewater/power/landfill industry since 1991 and has developed skills in power, controls, instrumentation and communications. As a Consultant, he has designed over 250 water and wastewater projects ranging from small pump stations to large scale treatment plants. Consequently, he has a high degree of product knowledge that enables him to minimize design exposure to unproven materials or practices. He knows the challenges that Contractors face in taking plans to construction and knows when to assist on behalf on the Owner. His designs include complex PLC motor controls for booster pump stations, lift stations and motor operated valves and SCADA telemetry between pump stations and tanks.

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Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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For the electrical design Mr. Frisch will be supported by Michael Frisch, PE and Martin Yarbrough to contribute to the project evaluation integration and commissioning of the Influent Pump Station Rehabilitation.

Michael Frisch, PE has worked in the water/wastewater industry since 1994 and is familiar with most processes used in this industry. His experience is well rounded as he has worked as a Consultant and a Contractor. He is capable of providing information and expertise to the Owner and assist the Contractor with suggestions that can expedite the project without compromising contractual requirements. His experiences have provided knowledge in all areas in the water/wastewater industry. This experience has provided him the expertise to assist clients with product selection, application, implementation, and process control. He is diverse in PLC and SCADA automation that include motor and process control with instrumentation. His experience with telemetry application and testing has proven invaluable.

Martin Yarbrough Mr. Martin Yarbrough has worked in the water/wastewater industry since 1995 and offers an excellent combination of manufacturing, project management and electrical engineering experience. His past experience as a systems integrator provides a solid basis and broad understanding required to be a successful Electrical Consultant. He has a proven ability to diagnose customer requests, translate them to action and deliver with the highest customer satisfaction.

This project is electrical intensive, and we were pleased to team with San Joaquin Electric to pursue this project.

Syblon Reid has worked with SJE on numerous projects for over a decade in the water and wastewater industry.

San Joaquin will carry the required C-10 license to support the installation of the electrical rehabilitation work.

Wade Johnson will lead the San Joaquin Electric team to provide electrical procurement and construction of the project.

Mr. Johnson has over 30 years of experience in the electrical industry, which has given him many insights into the electrical construction field. This includes water and wastewater projects, Industrial projects, Commercial, food processing, agricultural, automation, PLC control systems, Scada systems, process instrumentation, pneumatics, petrol chemical, refinery’s, Industrial lighting systems, lighting controls, fiber optics, security systems and Electrical estimation.

San Joaquin Electric will be led in the field by Fred Lozo. Mr. Lozo has over 30 years of field & office experience in the electrical trade. Expert knowledge of electrical systems, electronics, field instrumentation, AC/DC systems, and communication systems. Skilled at project planning, documentation control, and adjusting project priorities to meet milestones and customer's needs. He has also been involved at the Pleasant Grove Wastewater Treatment Facility for numerous projects including the recent expansion, energy recovery and UV upgrade.

Although the Project Manager, our primary electrical team member and the Design Managers have different responsibilities and lines of authority, they will work as a team to ensure all work is in full compliance with the contract documents, the associated procedures and applicable codes. All personnel will have the required qualifications for their tasks.

The Project Manager, Ryan Fox, and his supporting subcontractor engineers will have a vital role not only in the initial design and procurement period of the project work, but also during construction and post construction.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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working with the City of Roseville to provide a modern reliable Influent Wastewater Pump Station project.

The Syblon Reid Team has the flexibility, depth and back up personnel to support the team or replace team members in the event circumstances or events beyond our control require that a specific member be added to the team. The size of Syblon Reid, San Joaquin Electric, Water Works Engineering and Frisch Engineering allow us to provide custom services to our clients with the redundancy in resources to address project specific requirements. However, the team as shown on the Organization Chart on the following page are currently available and excited at the prospect of being the selected contractor for this Project.

Our goals are simple: partner with the owner and engineer, work collaboratively on the same side of the table, build trust, and aim for “no surprises” when the project goes to construction. Since our inception, we have been called to collaborate on projects as early as the feasibility phase, alternatives analysis, conceptual design phases, and permitting, through final design, scheduling, costing, construction, and commissioning. Our experience, coupled with our extensive construction management expertise and ability to self-perform the majority on the work on water resource projects, provides our clients with a demonstrated assurance of project success.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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TAB D: Project Understanding
Project Introduction
Pleasant Grove Wastewater Treatment Plant (PGWWTP) services portions of the City of Roseville, Rocklin, and Placer County. As of 2022 PGWWTP receives and treats an average dry weather flow (ADWF) of 8.0 MGD, which is growing over time as additional homes continue to be constructed in West Roseville. With the new PGWWTP expansion project the plant capacity is increasing from 9.5 MGD to 12.0 MGD.

The treatment process provides for beneficial reuse of the wastewater by treating disinfected tertiary recycled water standards and distributing it across west Roseville. Additionally, the plant harvests methane gas generated in the digesters which is then used for powering the City’s solid waste fleets and generating electricity via cogeneration. Not only is the plant valuable to the City because of its treatment of wastewater for regulatory compliance, but also its less obvious ability to provide the City with two beneficial resources.

The influent pump station (IPS) is the gateway to the plant which conveys all of the raw wastewater to the beginning of the treatment process. The IPS also receives various plant waste streams which are reintroduced to the treatment process through the sidestream wet well. It is understood that the plant cannot function without the IPS operating in some capacity and that modifications to the IPS must be done in a well-planned and thoroughly executed manner to ensure that there are no interruptions to the treatment of wastewater. An overview of the IPS is shown below in Figure 1:

The IPS at PGWWTP includes two identical parallel influent wet wells, each originally containing one “big” KSB pump (~21 MGD) and one “small” KSB pump (~9 MGD). Each of these wet wells included a location between Figure 1 – IPS Plan View
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Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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the “big and “small” pumps for “future” pumps to meet buildout capacity of WWTP. In addition, the IPS includes a side stream wet well, which serves the purpose of recycling about 15% of the treatment flow back through the treatment plant. The side stream wet well originally contained two “smaller” KSB pumps, with ~5 MGD capacity per pump. A summary of the original pumps and the associated design criteria are provided below:

Table 1 – Influent Pumps Design Criteria
Tag – Original Pumps Description Model Power Speed Design Operating Point PMP-101 / PMP-106 Small KSB KRTK350 143 HP 1170 RPM 6,250 gpm@ 70 ft PMP-103 / PMP-104 Big KSB KRTK500 315 HP 875 RPM 14,600 gpm@ 63 ft PMP-102 / PMP-105 Future Pumps Future Buildout Capacity of WWTP PMP-107 / PMP-108 Side Stream KSB KRTK250 80 HP 1170 RPM 3,540 gpm@ 63 ft All of these originally installed KSB pumps require full submergence of the motor to prevent overheating. When the wet well level setpoint (SP) historically was reduced to a value lower than 9 ft, the cycling of water level exposed the pump motors to a fat, oil, and grease (FOG) layer at the water surface. This FOG layer builds up on the exterior of the motors and inhibits self-cooling, eventually causing over temperature shutdowns of the pump system. To avoid this issue, the City had maintained the SP as high as 11 ft for extended durations. In addition, the IPS flow rate had typically been kept lower than 9 MGD with the intent of minimizing the frequency of energizing a second UV channel. The combination of operating the IPS at flow rates less than 9 MGD and level setpoints >9 ft resulted in storage of peak diurnal flows and surcharging of the collection system upstream of the IPS. This immobilizes solids including grit and rags in the upstream interceptor promoting odorous gas production and associated customer complaints, as well as the potential for operation and maintenance issues related to extreme buildup of solids in this major interceptor.

In addition to the operational constraints presented by the original IPS pumps, they are installed with guide cable systems instead of the more robust guide rail system, which has become a standard in most recent City installations. The cable systems have proven to be troublesome over time for maintenance and operation, in some cases even shearing and getting sucked up into the pumps causing damage.

Summary of Desired Improvements
Because of these issues, it is our understanding that the City intends to rehabilitate the pump station to provide better operational flexibility and longevity. By installing pumps which have internal closed loop cooling systems that are capable of being run in unsubmerged conditions, the IPS can be operated at lower levels. This would allow for improvements to the current operating scheme such as running self-cleaning pump-down cycles of the wet wells to prevent persistent FOG layer buildup and allow for more regular mobilization of solids to the IPS rather than deposition and decomposition in the trunk sewer.

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Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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In the last two years City staff have replaced PMP 101 and PMP 108 with Flygt models, with closed loop internal cooling, with the following design criteria:

Table 2 - City Replaced Pump Criteria
Tag – Replacement Pumps Description Model Power Speed Actual Operation PMP-101 Replacement Small FLYGT NP3356 150 HP 1185 RPM 7,100 gpm @ 60 ft PMP-108 Replacement Side Stream FLYGT NP3301 85 HP 1185 RPM 3,767 gpm @ 67 ft It is understood that the City would like to use these pump selections and procure 3 new Flygt NP3356 150 hp pumps(identical to the one already in use) for the wet wells which results in a firm pumping capacity of 30 MGD The sidestream will get 1 new Flygt NP3301 85 hp pump to match the existing pump already in service. The existing PMP 101 and 108 will be reinstalled on new bases with new pipe, mag meters and guide rails. We have not included costs to retrofit the existing two pumps to be able to mate up to the new Flygt discharge elbows.

The existing spare pump slots 102 and 105 will remain for future buildout capacity.

With these pump replacements the following associated infrastructure will be replaced and improved for all 6 wet well pump slots (including the spares), and the (2) sidestream pump slots:
 New Flygt 316 stainless steel pump guiderails
 New pump discharge elbows
 New 16”- 316 stainless steel discharge piping
 Flanged spool pieces in lieu of flowmeters for the spare pump slots  New pipe supports
 Modified concrete pump pads for new discharge elbows to ensure the cantilever of the pump suction for optimal performance
The following improvements only apply to the pumps which are being installed as part of the project, and will not be done for the (2) spare pump slots:
 New Eaton VFDs
 New 16” magnetic flowmeters
 New Flygt BU811 modules to be installed in the City’s existing Flight MAS Protection Panel  New ethernet communications for all new devices and equipment to facilitate Modbus TCP communication
Summary of Construction Process and Challenges
To ensure operation of one half of the IPS at all times, the VFD and pump replacements will be done in phases.

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Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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Currently the most reliable pump in the wet well is PMP 101, which was replaced in 2020 with a 150 hp Flygt.

Therefore, the western section of the wet well should be rehabilitated first while leaving PMP 101 in operation, which is illustrated as Phase 1 in Figure 2. Following completion of the western section, the eastern side would be isolated and rehabbed as Phase 2.

To isolate the wet wells, the manual 01-GAT-107 will need to be closed in conjunction with the automated gates associated with each phase as shown in Figure 2. During the site walk and subsequent responses to RFP questions, the City indicated that this valve is operational, has been recently exercised, and seal sufficiently to provide a safe working area inside the wet well.

We have proactively developed an alternative to continue to provide a safe working area should leakage around GAT 107 be discovered during construction. A custom temporary plate could be supplied and installed over the gate with a gasket to create a leak proof seal. This plate could be manufactured out of HDPE with bolt holes which would be used to secure it to the wall with new stainless steel adhesive anchors. The plate would come with a built-in lifting hook that would facilitate easy installation and removal. This has not been included in our current pricing but may be an appropriate allowance to add to the project as a proactive measure for this potential condition.

The anchors for the plate would be installed at the beginning of Phase 1 inside of the western section of the wet well. The plate would remain installed throughout the completion of Phase 2. After completion of Phase 2, the western portion of the wet well would be isolated and drained again to allow for the plate to be removed.

The anchors could be left in place for future City utilization of the HDPE isolation plate.

Figure 2 – Anticipated Construction Phasing

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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The construction of the project must be executed during the dry weather flow months of the summer to ensure that the influent flow can be safely managed by one wet well section. To guarantee this construction timeline, execution of the design and procurement phases shown in our schedule are of the utmost importance. It is anticipated that the lead times for the VFD’s will drive the schedule, and to help mitigate this impact we will fully design and specify the VFDs to allow release at the 30% design phase.

Isolation of the sidestream wet well to allow for replacement of the sidestream pumps presents a challenge.

The work time required to install the new sidestream pump bases, piping, and pipe supports is less than 2 weeks, and so our team is assuming that the contributing process lines to that wet well can be managed as described below:
 42” STD – storm drain: perform work during dry weather, no storm drain flows  10” FD – floor drains: temporarily cover floor drains contributing to this line or locate a maintenance hole on the main 10” FD line and bypass flow from there to the raw water influent wet well  6” ED – equipment drains: temporarily divert flows to raw water influent wet well  24” CEN – centrate: temporarily cease operation of dewatering process or temporarily divert centrate flows to emergency storage basin
 18” RFW – filter reject water: divert flows using existing valving and overflow of this piping system to emergency storage basin
 20” SS – sanitary sewer: locate maintenance hole upstream of sidestream wet well and bypass flows to emergency retention basin.

The Filter Reject Water, as we understand it, is the major flow contributor to the sidestream wet well, and typically constitutes approximately 10% of plant flow from filter backwash operation. According to our knowledge of the plant, the FRW piping system has a built-in diversion that allows for this flow to be routed to the Emergency Storage Basin during installation of the pump and piping components for the new sidestream pumps. We have assumed that flows that cannot be diverted to the Emergency Storage Basin can be diverted into one of the active wet wells via a fabricated header core drilled through the recycle wet well wall, the cost for which we have included in our pricing.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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Main Switchboard
The switchboard that provides power to the influent pump station and sidestream pumps is Switchgear 2 and includes individual circuit breakers for the pumps 103, 104,107 and 108 pump motors. The influent pumps 101 and 106 motors are powered from MCC-HW1.

In each case, the pump motors are getting smaller in horsepower. We considered our options for the Eaton DS Magnum Circuit breakers such as replacing the trip units and lower trip points. Currently, the circuit breakers are large enough with sufficient trip settings to support the new loads. If we consider the circuit breaker’s job is to protect the feeder wiring only, we can let the new VFD protect the downstream wiring and motor. By leaving the wire fully rated to the circuit breaker, we do not need to revise the circuit breaker trip units, or even change breaker settings, or do anything else to the breaker. Therefore, no revisions to the circuit breakers are needed in our strategy.

However, we can lower the trip setpoints to lower levels on the trip unit as long as the wire remains fully rated to the maximum value on the trip unit. This would provide additional protection to the oversized wire and to back up the circuit breaker on the VFD. Combined will provide an additional level of fortification to the system.

Feeder Power Wire and Conduit
The wire from the circuit breakers that feed 103, 104,107 and 108 VFDs are directly fed from the switchgear and are approximately 250 ft long. There are 2- 200A circuits, and 2- 600A circuits fed from the switchgear 2 electrical building to the influent pump station building. The 200A circuits comprise of 1- 3” conduit each with ~#250 conductors. The 600A circuits comprise of 3- 3” conduits with #250 conductors. Given the length of these circuits, replacing them would be expensive. At the request of the city, we have included a price to replace the circuit breaker trip units and the oversized conductors to pumps 103 and 104 with smaller conductors that meet the requirements of the new pumps.

The wire from the circuit breakers that feed the 101 and 107 VFDs are directly from the MCC-HW1 and are

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Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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approximately 80 ft long. There are 2- 300A circuits fed from the MCC-HW1 within the electrical building to the VFDs on the other side of room. The 300A circuits extend through the wire trough ~#350 conductors. Given the length of these circuits, replacing them would be expensive as well.

Our proposed strategy includes the re-use of these conductors. The conductors are less than 20 years old and have not been subject to any abuse. They appear to be in pristine condition. We will take great care to maintain these cables during the VFD replacement such that they can be reused. Five-hundred-volt meggar testing (before and after) will show and confirm the conductor insulation health before demolition and after installation of the new VFD. We have obtained proposals for the VFDs that will facilitate the re-use of these conductors and save the associated costs to the project. The VFDs will include termination locations that will coordinate with existing termination locations and lengths of cable available. At the request of the city, we have included a price to replace the circuit breaker trip units and the oversized conductors to pumps 103 and 104 with smaller conductors that meet the requirements of the new pumps.

Motor Lead Power Wire and Conduit

The wire from the VFDs to the motor terminal boxes are also oversized for the new motors and in particularly good condition. Our proposed strategy will re-use these conduits, conductors, and terminal boxes. No changes are required to these wires or conduits. The VFDs have been coordinated to cover the existing conduits and provide connection at the same elevation and location as the existing wiring. The wiring will be meggar tested (before and after) to show and confirm the conductor’s health before and after construction. Given the exceedingly inflated cost of copper wiring, this will save costs to the project.

Due to their poor condition, the motor terminal boxes for pumps 103 and 104 will be replaced. All other terminal boxes will be reused. New terminal blocks will be installed with all of the new pumps, specifically 101, 103, 104, 106, 107 and 108.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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Pump Submersible Cable Entry to Termination Panel
We have reviewed the cable transition from the termination boxes to the wet well and route to the submersible pump. It appears that the pump cables are suffering from UV exposure from direct sunlight and in the wet well from abrasion at the vertical transition as the cables descend to the pumps. Our solution to the sunlight exposure will be to cover the exposed cables with a sheet stainless steel cover. We will design, build, and install a cable ramp to provide the pump cables relief from chafing when swaying in the wet well.

Variable Frequency Drives (VFDs)
The VFDs will be floor standing, and include any adjacent sections needed to cover the existing conduit stub-ups and make it possible to re-use the wiring. The VFD controls will make it possible to use Ethernet Modbus-TCP to communicate with the drives and control them. Circuit breakers will be provided on each VFD cabinet so that the protection for the VFD is provided by the manufacturer. The Feeder circuits from the Switchgear 2 or MCC- HW1 will be downsized at this circuit breaker for the VFDs.

We have obtained options for the VFDs and have provided three alternatives for the City to choose from: All options will work within the project as quoted. The base cost in this proposal incorporates the Eaton cost and schedule. Alternate selections will impact the schedule and project pricing as noted. See appendix for additional information on the VFD options.
 ABB – Highest cost, Active Front End Drive for all units. Perceived to be the highest quality drive with the best technology on the market. Impact to the schedule – longer than Eaton by 4 to 8 weeks. Cost impact of +$51,000.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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 Eaton – Medium cost, 200HP 18 pulse style VFD. This is a technology that will be eliminated in the future in lieu of active front end harmonic attenuation b ut is cu rr ently t he only low harmonic product from Eaton. These are the VFDs requested in the RFP. Cost and schedule for these drives are in proposal base bid.
 Schneider – Lowest Cost. Schneider proposed a low harmonic Active Front End (AFE) drive in 150HP for all horsepower’s. Schneider has the best chance of seamless integration with the PLC communications.

Impact to schedule – Less than Eaton by 2 to 8 weeks. Cost impact of -$22,000.

At the June 7th meeting it was decided to move forward with the Schneider VFD, this price is included in tab F cost proposal.

Flygt Pump Mini-CAS Modules
Our proposal includes the furnish and installation of the Flygt protective relay modules. They will be installed into the existing Flygt relay panel as planned by the City. These modules output will be wired directly to the VFDs as an enable to operate. The “GO” output of the relays is made for this purpose.

Instrumentation
Our proposal includes the furnish and installation of the new 16” Endress and Hauser magnetic flowmeters on the new riser pipes. The flowmeters will be connected to the existing circuits for power and controls. We will provide new sunshades on the wall mounted transmitter panels. The flowmeter flanges will be stainless steel and compatible in material with the riser pipes and include grounding rings.

Control Panels
The existing control panels will be modified on site for interface to the new pumps and VFDs. The PLC control panel will receive a new ethernet switch and connection to the control panel power supplies. The Flygt panel will receive the new Flygt BU811 modules and connected to the adjacent units and the main 801 control module

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Influent Pump Station Rehabilitation
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Design and Construction Phase Services:

Syblon Reid’s team will complete preliminary and final design o f the proposed improvements in a step wise manner to promote efficient expenditure of design resources, while obtaining consistent feedback and input from City staff to promote high quality construction improvements in compliance with immediate and future City management, operations and maintenance needs. At each step in the design, our team will prepare the necessary construction plans, typical details, specifications, and cost estimates for the project, based on the design criteria and recommendations developed throughout the design process. The preparation of design documents will be completed in five submittals:

1. Site Visit and Initial Kickoff Meeting

2. Detailed Planning Workshop (10% Design)

3. Facility Planning and Alternatives Development (30% Design)

4. Conceptual Design Technical Memorandum (50% Design)

5. Final Engineering Design and Record Drawings (100% Design / As-Built)

Prior to each submittal, the work product will be reviewed through our team’s QA/QC process and, upon submittal to the City, will have been reviewed and revised in accordance with our QA/QC procedures. The Conceptual Design Technical Memorandum and Final Engineering Design submittal(s) will be presented to the City in a Design Submittal Review Workshop, where our team will revie w the contents of the submittal to familiarize the group with the information being submitted and the design thought process behind the work and obtain feedback from City staff. Following the Design Submittal Review Workshop, the City will have a 2 -week review period to provide any additional comments which were not brought forward in the Workshop.

To promote the most cost effective and timely execution of the design -build construction delivery process, our team will work with the City throughout the design process to identify equipment and materials that require procurement in advance of 100% design. We will provide sufficient technical details of these items to obtain City approval for procurement.

In addition to identification of equipment for early procurement release, our team will utilize existing treatment plant PDF and CADD drawings (provided by the City) as the base mapping for our design, thus allowing us to reduce design efforts, while maintaining high -quality design deliverables that provides the City the information necessary to operate and maintain their facilities now and in the future.

For example, we can modify existing electrical drawing with the new motor sizes and changes required for this project. Doing this, will keep the drawings in good order and keep all information in one place. Therefore, the one lines and plans can be modified and reused for this purpose. The VFD drawings will be new and added as an update or replacement drawing to the existing drawings. Modifications to the PLC control panel will be completed against the existing drawings for the PLC. Existing I/O for the VFDs will be re -used as needed with no additional I/O needed. Most existing I/O will be transferred to Ethernet communications so much of the I/O will be turned into spares.

Many of the proposed Civil/Mechanical/Structural improvements can be depicted on the existing drawing layout, while also providing design details to match the proposed and eventually installed design.

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Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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The following summarizes the cont ent and deliverables during each design step. Each step includes civil, mechanical, structural and electrical and controls design analysis to provide the level of detail necessary to promote City understanding and buy-in on the design and complete design in a cost effective and quality manner.

Step 1 – Site Visit and Initial Kickoff Meeting
The initial kickoff meeting design effort will focus on any necessary site assessments and a confirmation of the design criteria before proceeding to the next phase of the design. During the Kick-off Meeting our team will present design and equipment details for the Schneider VFD’s and Flygt Pumps. A key objective of this meeting is to obtain approval from the City to release our team to procure the VFDs and Pumps.

This release is a requirement to meet the project schedule and budget.

Deliverables
• Agenda / Meeting Notes (PDF)
• Schneider VFD Submittal (PDF)
• Flygt Pump Submittal (PDF)

Step 2 – Detailed Planning Workshop
The detailed planning workshop design effort will focus on the following:

1) the specific objectives of the improvements,
2) design criteria,
3) overall layouts of each facility,
4) maintenance of plant operations requirements,
5) materials of construction,
6) applicable codes,
7) permitting requirements and implications,
8) drawing and specification formats,
9) operational and maintenance requirements, and
10) security.

This may require up to a full day meeting with City staff to discuss these topics and obtain necessary operational and maintenance input. City operations and maintenance personnel and active stakeholders should participate in the workshop. The level of des ign detail at this phase will be 10% and consist of mark-ups of existing PGWWTP PDF drawings and a general discussion of construction phasing/equipment/material types. This will include review of plant drawings with City staff to confirm wet well shut down alternatives, in particular the return water wet well and associate flow streams.

Deliverables
• Agenda / Meeting Notes (PDF)
• Presentation Materials / Mark-ups of Existing PGWWTP PDF Drawings (PDF)

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SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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Step 3 – Facility Planning and Alternatives Development.

The Facility Planning and Alternatives Development design effort will focus on refining alternative approaches developed in steps 1 & 2 to address the project needs – both from an engineering and constructability viewpoint. The objective of the meeting is to discuss, narrow and then select the preferred options that not only address costs and schedule, but also long- term maintenance considerations. Our team will facilitate the workshop to include a high -level scope of each alternative including discussions around the design and construction schedules as well as the relative costs for each.

The ultimate goal for this workshop is to select the design alternatives that will be taken forward into final design. The level of design detail at this phase will be 30% and consist of mark -ups of existing PGWWTP PDF drawings and construction phasing figures and equipment/material of construction lists.

Deliverables
• Agenda / Meeting Notes (PDF)
• Mark-ups of Existing PGWWTP PDF Drawings (PDF)
• Construction Phasing Figures (PDF)
• Equipment / Material Lists (PDF)

Step 4 – Conceptual (40%) Design Technical Memorandum
The Conceptual Design Technical Memo design effort will focus on memorializes the key elements of the design as presented and discussed in the Facility Planning and Alternatives Development Workshop. The Technical Memorandum will document design decisions, criteria and conceptual design of the planned improvements at both wet wells/diversions and associated electrical improvements. The memo will also incorporate preliminary site plans and interface with existing facilities. The level of design detail at this phase will be 40%.

Deliverables
• Conceptual Design Technical Memorandum (PDF)
• PGWWTP PDF drawings with equipment and material of construction notes added (PDF) • Construction details, where deemed necessary to communicate design intent (PDF/CADD) • Outline of Technical Specifications (PDF)
• List of Equipment for Procurement Release (PDF)
• Cost Estimate / Schedule of Values, with identification of any changes resultant for additional scope requested by City during design development process (PDF)

Step 5 – Final Engineering Design / As-Built Record Drawings Our team will complete final design using the City approved Conceptual Design Technical Memorandum.

Design will consist of Construction Drawings in CADD format and production of any Technical Specifications necessary to communicate final design intent. The Construction Drawings will be develop as revisions/updates to existing digital drawings, where deemed appropriate by Engineer, and new CADD drawings, where existing background insufficient. The Construction Drawings and Technical Specifications City of Roseville
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SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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with be submitted for review and comment by the City. Our team will facilitate a design review workshop with City staff to discuss and receive feedback on the design. Upon receipt and incorporation for comments from City, our team will produce drawings and technical specifications stamped and signed by a Professional Engineer licensed in the State of California. Thes documents shall be the basis of design by which construction commences.

The following is a list of anticipated Construction Drawings:

Civil/Mechanical/Structural
1) Cover
2) General notes and abbreviations
3) Structural notes
4) Demo Plan and Section
5) Structural/Mechanical Plan
6) Structural/Mechanical Sections/Details
7) Standard Details

Electrical
8) Electrical and instrumentation symbols and abbreviations. 9) Process and instrumentation diagrams (P&IDs)
10) Single line diagram of power distribution with load calculations. 11) Elevation layout drawing:
a. VFDs
b. Flygt interlock panel
12) Wiring diagrams.
a. PLC Control Panel revisions
b. VFD Motor Control Wiring Diagrams.
13) Plan drawings:
a. Building Power and Control Plan
b. Site Electrical Plans
14) Detail drawings:
a. Pad mounted electrical equipment.
b. Instrumentation (flowmeters, etc.)
c. Pump motor cabling connection.
15) Electrical schedules:
a. Conduit & wire
b. Instrumentation

The following is a list of anticipated Technical Specifications:

Civil/Mechanical/Structural
1) Stainless Steel Pipe
2) Cast-in-Place Concrete
3) Anchor Bolts
City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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4) Pipe supports / Misc. Metals
5) Bypass plan for Sidestream Wet Well (if needed after discussion with City staff regarding by -pass alternatives and confirmed need based on mutually acceptable approach)

Electrical
6) General Electrical Materials
7) Conduit and Boxes
8) Low Voltage Wire
9) Grounding
10) Factory and Field testing.
11) Electrical System Analysis
12) Control Panel Components
13) Instrumentation (flowmeters, etc)

As the design progresses from Step 4 to Step 5, Syblon Reid’s Team will continue to identify, obtain City approval and maintain a comprehensive list of long lead materials, develop necessary permit packages and update construction costs and schedules. Quality control will be completed throughout the project.

As material procurement, mobilization and then construction proceeds based on the City approved Construction Drawings and Technical Specifications, our team will document actual field conditions, identify and obtain City approval of changes necessary to accommodate these field conditions, and produce Record Drawings in CADD documenting the final installed conditions.

CONSTRUCTION PHASE ENGINEERING SERVICES
Syblon Reid’s design team will provide engineering services during materials procurement and construction period to review, observe and confirm construction of the project improvements in accordance with the design intent and CONTRACTOR and City input. ENGINEER will review supplier submittals for conformance with design specifications and work interactively with and respond promptly to field requests from CONTRACTOR and City for additional information and clarifications. We will remotely attend weekly construction meetings and provide limited, periodic site inspections (qty 10) to review completed, current and upcoming work.

1) Engineering Services During Materials Procurement and Construction a) Contractor / Supplier Submittal Reviews
i) General Equipment / Electrical Materials
ii) Concrete Mix Design, Grout, Joint Sealants
iii) Anchors, Inserts and Dowels
iv) Painting / Concrete Coatings
v) Pipe / Piping Specialties
vi) Pumps / Motors
vii) Motor Control VFDs
viii) Instrumentation
ix) Interconnection diagrams
x) Testing Submittals
City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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xi) O&M Submittal Review
b) RFI review, documentation and tracking
c) Production Record Drawings based on site inspections and mark-ups provided by field staff

2) Construction Observation (Assumes 100-day Construction) a) Attend Pre -c onstruction Conference
b) Attend Weekly Construction Meeting
c) Provide limited (10 days) periodic construction inspection to observe and document construction progress
d) Provide structural inspection (anchors)
e) Provide electrical inspection of underground conduit prior to backfill, wire installation and termination prior to start-u p
f) Final Inspection

Design Assumptions
 No survey is included.
 No geotechnical services are included.
 No environmental services are included.
 We have assumed one design bid package, one project for construction, and a design period not to exceed 6 months. If the project is broken up into additional bid packages or design duration is exceeded for any reason, additional charges may apply.
 Drawings and specifications can be comp leted by using our standards and templates created in PDF, AutoCAD and MS Word using CSI format.
 Water Works Engineers and Frisch Engineering has not included separate security systems (other than RTU intrusion monitoring) or video surveillance or automated access control systems.  Drawings furnished to Water Works Engineers and Frisch Engineering from the existing plans, O&M manuals and designs are accurate. Inaccuracies may cause additional time and effort in sorting it out during design. 
 This quotation does not include cost for construction changes differing from the improvements described herein, regardless of initiating source.
 Electronic files (ACAD) for the siteplan, mechanical and building plan will be based on existing City provided drawings and will be provided for our use as background files.

Electrical Design
Existing drawings can be modified for the new motor sizes and changes required for this project. Doing this will keep the drawings in good order and keep all information in one place. Therefore, the one lines and plans can be modified and reused for this purpose. The VFD drawings will be new and added as an update or replacement drawing to the existing drawings.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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Modifications to the PLC control panel will be completed against the existing drawings for the PLC. Existing I/O for the VFDs will be re-used as needed with no additional I/O needed. Most existing I/O will be transferred to Ethernet communications so much of the I/O will be turned into spares.

System Integration
Selection of instrumentation, control panel components, and details of VFD procurement will be documented in submittals for review by the City. Drawings will be prepared for the VFD elevations and wiring diagrams. City standards will be incorporated into the submittals and manufacturing of the VFDs.

Electrical Testing and Start-up
We will generate a test booklet that will contain test forms for the circuit breakers, wire, VFDs, controls, flowmeters, and motors. Each system will be tested with forms completed and submitted to the City for review and record. System testing will be performed with the SCADA and PLC application programmer to confirm end- to-end testing and operation.

Civil, Mechanical, and Structural Inspection and Construction Management Our team will provide engineering services during materials procurement and construction period to review, observe and confirm construction of the project improvements in accordance with the design intent and City input. We will review supplier submittals for conformance with design specifications and work interactively with and respond promptly to field requests from our team and City for additional information and clarifications. We will facilitate weekly construction meetings to review completed, current and upcoming work. Our team will proactively identify potential constraints to construction and develop mitigation to those constraints so as to maintain schedule and budget compliance.

Potential Operational Modifications
The following are potential operational enhancements that could be added to the project after discussion and refinement with WWTP operations staff. All of these potential enhancements would be vetted thoroughly with City process, operations, and maintenance staff in an interactive workshop and implemented based on their input and approval.

Pump Control Setpoints
Water Works identified a potential operational benefit of changing from wet well level setpoint operation only, to flow rate setpoint operation with trim based on level. We recommend at least 2 different flow setpoints (i.e., “low” and “high”) with different time-of-day application. For example, as discussed further below, to obtain an ADFW of 8.0 MGD, the IPS could be operated at 9.5 MGD for 12 hours and 6.5 MGD for 12 hours, with the goal of reducing the bar screen level by 9AM to 2.0-2.5 feet each day. If the level ever gets below 2.0 feet, then the “low” flow rate setpoint would automatically be trimmed down. If the level does not reach 2.5 feet or lower, then the “low” flow rate setpoint would automatically be trimmed up. If the level reaches above another “high” setpoint value, the “high” flow rate value would be automatically trimmed up. There are many finer points to this programming strategy that would be developed and could be adjusted, this is just a general description of City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
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the concept. Relatively constant flows through the plant could help limit operational impacts to treatment processes and equipment and promote mobilization of solids in the trunk line into the plant and limit potential for blockages and odor associated with deposition of these solids.

As a backup, if the wet well level reaches a “high high” setpoint, flow control could be removed and level control implemented to maintain a wet weather high level setpoint in the wet well, until flow reduces back to typical levels at which time flow control could be re-established.

Pump Rotation and Wet Well Pump Down
With 4 identical pumps, automatic pump rotation is recommended so that pump operating hours remain relatively even and both wet wells are utilized to prevent FOG accumulation and solids deposition. Water Works would recommend the following operating strategy:
 Operate 1 wet well at a time, and switch operation every ~24 hours (adjustable setpoint)  Normally keep the dividing wall between the wet wells closed, only open the dividing wall at higher flows or when both of the bar screens are required.
 Only keep the inlet gate to the wet well that is in operation open, leave other closed.  After 24 hours, close the inlet gate to the operating wet well and switch operation to the other wet well, opening the gate to the other wet well.
 Continue operating the pump in the wet well that just went out of operation until the level in the wet well is dropped down to the minimum submergence of the pump, to remove and minimize the FOG layer and then shut off the pump.
 When a wet well goes back into operation, rotate the lead pump.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
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TAB E: Approach to the Project’s Scope of Work/Special Project Considerations Design alternatives
The procurement of the Variable Frequency Drives (VFD’s) is the critical item of the schedule. In Tab D Project Understanding, we have outlined 3 options for VFD’s and have provided value engineering alternatives in the cost proposal for evaluation by the City of Roseville. Our team upon selection would set up a meeting with the City as soon as possible to settle on a manufacturer of the VFD and begin the procurement process. The design of the project will then be based on the selected VFD. We believe this decision could be expedited and have included cut sheets from each manufacturer’s VFD in appendix B or our response for the City of Roseville’s consideration.

Our preliminary evaluation of the design leads us to believe the conductors, conduit, and terminal boxes can be reused and not need to be replaced. Our proposed strategy will re-use these conduits, conductors, and terminal boxes. No changes are required to these wires or conduits. The VFDs have been coordinated to cover the existing conduits and provide connection at the same elevation and location as the existing wiring. The wiring will be meggar tested (before and after) to show and confirm the conductor’s health before and after construction. Our Team believes that this will provide a costs savings to the City of Roseville.

Safety Considerations
The design build team assembled by Syblon Reid has a focus on safety for every project and task. As the design process progresses, we will evaluate opportunities to address safety during construction and for future operations by the City of Roseville’s staff. We have highlighted some key safety concerns that we identified that may add additional costs but are warranted to provide a safe working environment for our team.

Permit Required Confined Space
While working in spaces classified as permit required confined spaces SRC will utilize our in-house personal trained for confined space rescue. We will have a three-man rescue crew and enclosed trailer loaded with rescue gear onsite supporting the work inside the permit required confined space. The recuse crew will monitor the crew actively working in the wet wells and control access to the wet well. Ventilation systems will be set up to provide positive air flow and the levels of O2, CO, LEL and H2S will be monitored continuously.

Working at Heights
The wet wells are over 40 feet deep and have limited access so much of our work in removing and installing the pipe will be done utilizing fall protection equipment. Our crews have competent person fall protection training as well as competent person training for scaffolding erection. Localized scaffold systems will be installed to access the pipe and support for removal and installation. Due to the limited space and configuration of the wet wells the scaffold will need to be reconfigured though out the project to allow for removal and installation of the pipe. Having trained personnel in house capable of scaffold erection and inspection eliminates our reliance on a subcontractor to modify staging of the scaffold and provides a more flexibility to our schedule.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
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Lockout/Tagout
At the start of each phase of construction Syblon Reid along with San Joaquin Electric will lock out the breakers of the equipment to be replaced and safe off and disconnect the pumps and existing VFD’s along with any potential valves and other identified sources of energy. The replacement of the VFD’s and electrical equipment will happen in parallel with the phased mechanical work related to each wet well.

Schedule Considerations
Please see our CPM schedule included in this section. The critical path is running through the VFD approval and procurement activities. Lead times for electrical equipment have been extremely volatile and are subject to change due to supply chain impacts. Our current schedule is based on the conservative lead times provided to us by Eaton and has us completing the Phase 3 work in mid-October of 2024, before the start of the historical rainy season and higher operational flows. If our schedule is impacted by any issues, we may need to push one of the phases into the spring of 2025. There will be no cost impact due to the delay as long as we can complete this work prior to the scheduled labor rate increase on June 30th, 2025.

Construction Sequence
The Influent Pump Station is the gateway to the Pleasant Grove wastewater treatment plant. The plant cannot function without the IPS operating and the rehabilitation of the wet wells must be phased in a manner that does not affect plant operations and must be performed during the dry season months.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
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Phase 1 & 2 – Wet Well 1 & 2
Phase 1 & 2 – Wet Wells 1 & 2
The scope of work in Phases 1 and 2 will be identical for each wet well. Each phase will include replacing the existing pumps with new Flygt NP3356 150 HP pumps and installation of a new discharge elbow for a future pump not included in the scope of this project. New runs of 16” 316 SS discharge pipe will be installed from each pump base up to the effluent process channel. In conjunction with the mechanical rehabilitation of the wet well’s electrical upgrades will be performed that will include new Variable Frequency Drives, Mini CAS modules and flow meters.

With the assistance of the plant staff, we will install the channel one stop logs and close and lock the slide gate between the wet wells. We then install a submersible pump to transfer the remaining effluent into the adjacent well. We will access the wet well from the access hatches located in the deck at elevation 79, from here we will wash down the work area.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

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After the wet well has been cleaned and disinfected and the pumps removed, scaffolding will be installed to provide access to remove the existing pipe and brackets. Once the existing pump bases have been removed the concrete at the bottom of the wet well will be modified to accommodate the 3 new Flygt submersible pumps bases. The new pump bases, reducers, 16” Schedule 10 316 SS pipe with flanged connections, and new stainless steel vertical pipe supports can be installed in the wet well. Just above the outside the wet well, new 16” mag flow meters will be installed on the pipe for the two new pumps, the third future pipe run will have a spool the same length as the mag flow meter installed for the future installation of that pump and meter. Our fabrication will include an RFCA on one side of the pipe at each mag meter location to allow for future replacement or maintenance. Once all new installation has been completed inside the wet well the existing T- Lok liner will be repaired and tested.

Additional work at the effluent channel will need to be performed. The effluent channel aluminum cover plates on DWG. 2Mo1 will need to be replaced where the existing 20” discharge pipe penetration is located to accommodate the new 16” pipe. The handrail at the two new future pipe locations will also need to be modified and new concrete supports identical to the existing ones installed at the effluent channel.

After the installation of the mechanical and electrical work has been completed, we will then perform our quality control and commissioning phase. Each phase will have its own testing plan and start up procedure to confirm operation of the VFD’s and pumps at various set points to confirm compliance with design parameters.

Phase 3 - Side Stream Bypass
We will be providing two new bases, piping and flow meters for the side stream bypass. We will be supplying one new 85 HP Flygt Submersible pump and reinstalling the current Flygt side stream pump onto the newly installed base. The Elbow for this pump has a 10” discharge, we will be installing a 10”x16” eccentric reducer and running 16” discharge pipe up the wet well to the effluent channel.

As discussed in the project understanding, diverting the flows of the 6 incoming lines to the side stream wet well may present a challenge. If some of the solutions presented in section D that would allow bypassing of the side stream wet well are not viable due to operations requirements, we propose tying into the inlet pipes and rerouting the flows into the main wet wells buy coring though the wall between the side stream and main wet well. To limit damage to rebar we will select the smallest viable holes size and scan the wall for reinforcing.

After installation of the new side stream pumps is complete this cored hole could be filled with a mechanical plug to allow for future use or grouted back.

Once the incoming flows have been mitigated the replacement of the pumps and piping will be similar to the work completed in phase 1 and 2. Access into the side stream wet well is more difficult as there is no access hatch at elevation 79 as with wet wells 1 & 2 to enter the wet well and we will utilize rope certified personnel to access the wet well and install access scaffold to clean disinfect and install the structural and mechanical improvements.

Since we are not changing the pipe size, we will not need to modify the aluminum cover plates on the effluent channel or handrail.

City of Roseville
Pleasant Grove Wastewater Treatment Plant
Influent Pump Station Rehabilitation
SYBLON REID Proposal – Negotiated Resubmittal Per meeting on June 7, 2023

Providing Solutions to Difficult Projects
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After the installation of the mechanical and electrical work has been completed, we will then perform our quality control and commissioning phase. Each phase will have its own testing plan and start up procedure to confirm operation of the VFD’s and pumps at various set points to confirm compliance with design parameters.

Preliminary Project Schedule
Please refer to our critical path schedule on the next page, revised with anticipated NPT of August 7th per the June 7th meeting and updated VFD lead times from Schneider.

ID
Task
Mod
Task Name Duration Start Finish Predec e
0 Pleasant Grove WWTP PS 321 days Mon 8/7/23 Mon 10/28/2 1 2
NTP 0 days Mon 8/7/23 Mon 8/7/23
3 Final Completion 0 days Mon 10/28/24 Mon 10/28/2470
4 5
Design Submittals 92 days Mon 8/7/23 Tue 12/12/23
6 Prepare 30% Design 10 days Mon 8/7/23 Fri 8/18/23 2
7 Review 30% Design 14 days Mon 8/21/23 Thu 9/7/23 6
8 Prepare 60% Design 20 days Fri 9/8/23 Thu 10/5/23 7
9 Review 60% Design 14 days Fri 10/6/23 Wed 10/25/238
10 Prepare 100% Design 20 days Thu 10/26/23 Wed 11/22/239 11 Review 100% Design 14 days Thu 11/23/23 Tue 12/12/23 10 12 13
Procurement of Long lead Items 270 days Mon 8/7/23 Fri 8/16/24 14 VFD Procurement 270 days Mon 8/7/23 Fri 8/16/24
15 Prepare Schneider VFD Submittals 2‐4
Weeks
3 wks Mon 8/7/23 Fri 8/25/23 2
16 Review VFD Submittals 5 days Mon 8/28/23 Fri 9/1/23 15 17 Procure/Fabricate VFD 40‐60 Weeks 50 wks Mon 9/4/23 Fri 8/16/24 16 18 Pump Procurement 135 days Wed 12/13/23 Tue 6/18/24
19 Prepare Pump Submittals 8 wks Wed 12/13/23 Tue 2/6/24 11 20 Review Pump Submittals 5 days Wed 2/7/24 Tue 2/13/24 19 21 Procure/Fabricate Pumps 18 wks Wed 2/14/24 Tue 6/18/24 20 22 Mechanical Pipe 85 days Thu 10/26/23 Wed 2/21/24
23 Prepare pipe submittals 4 wks Thu 10/26/23 Wed 11/22/239 24 Review Pipe Submittals 5 days Thu 11/23/23 Wed 11/29/2323 25 Procure/Fabricate pipe 12 wks Thu 11/30/23 Wed 2/21/24 24 26 27
Phase 1 Construction ‐ Wet Well 1 17 days Mon 8/19/24 Tue 9/10/24 28 Mechanical 14 days Mon 8/19/24 Thu 9/5/24 21,25
29 Isolation and cleaning of wet well 2 days Mon 8/19/24 Tue 8/20/24 17 30 Demolition of pumps and piping 2 days Wed 8/21/24 Thu 8/22/24 29 31 modification of wet well bases 4 days Fri 8/23/24 Wed 8/28/24 30 32 Installation of pump base, guide rails
and mechanical piping
6 days Thu 8/29/24 Thu 9/5/24 31
33 34
Electrical 14 days Mon 8/19/24 Thu 9/5/24
35 Disconnect/Safe Off Pumps and VFD 2 days Mon 8/19/24 Tue 8/20/24 17 36 Demolition Electrical Equipment 4 days Wed 8/21/24 Mon 8/26/24 35 37 Installation electrical equipment 8 days Tue 8/27/24 Thu 9/5/24 36 38 39
Start Up and Performance testing 3 days Fri 9/6/24 Tue 9/10/24 37,32 40 41
42 Phase 2 Construction ‐ Wet Well 2 17 days Wed 9/11/24 Thu 10/3/24 43 Mechanical 14 days Wed 9/11/24 Mon 9/30/24 21
44 Isolation and cleaning of wet well 2 days Wed 9/11/24 Thu 9/12/24 39 45 Demolition of pumps and piping 2 days Fri 9/13/24 Mon 9/16/24 44 46 modification of wet well bases 4 days Tue 9/17/24 Fri 9/20/24 45 47 Installation of pump base, guide rails
and mechanical piping
6 days Mon 9/23/24 Mon 9/30/24 46
48 49
Electrical 14 days Wed 9/11/24 Mon 9/30/24
50 Disconnect/Safe Off Pumps and VFD 2 days Wed 9/11/24 Thu 9/12/24 39 51 Demolition Electrical Equipment 4 days Fri 9/13/24 Wed 9/18/24 50 52 Installation electrical equipment 8 days Thu 9/19/24 Mon 9/30/24 51 53 54
Start Up and Performance testing 3 days Tue 10/1/24 Thu 10/3/24 47,52 55 56
57 Phase 3 Construction ‐ Side Stream 17 days Fri 10/4/24 Mon 10/28/24 58 Mechanical 14 days Fri 10/4/24 Wed 10/23/2421
59 Installation of inflow Bypass  2 days Fri 10/4/24 Mon 10/7/24 54 60 Cleaning of wet well 1 day Tue 10/8/24 Tue 10/8/24 59 61 Demolition of pumps and piping 2 days Wed 10/9/24 Thu 10/10/24 60 62 modification of wet well bases 3 days Fri 10/11/24 Tue 10/15/24 61 63 Installation of pump base, guide rails
and mechanical piping
6 days Wed 10/16/24 Wed
10/23/24
62 64
65 Electrical 14 days Fri 10/4/24 Wed 10/23/24
66 Disconnect/Safe Off Pumps and VFD 2 days Fri 10/4/24 Mon 10/7/24 54 67 Demolition Electrical Equipment 4 days Tue 10/8/24 Fri 10/11/24 66 68 Installation electrical equipment 8 days Mon 10/14/24 Wed 10/23/2467 69 70
Start Up and Performance testing 3 days Thu 10/24/24 Mon 10/28/2463,68 8/7
10/28
8/7 Prepare 30% Design
8/21 Review 30% Design
9/8 Prepare 60% Design
10/6 Review 60% Design
10/26 Prepare 100% Design
11/23 Review 100% Design
8/7 Prepare Schneider VFD Submittals 2-4 Weeks
8/28 Review VFD Submittals
9/4 Procure/Fabricate VFD 40-60 Weeks
12/13 Prepare Pump Submittals
2/7 Review Pump Submittals
2/14 Procure/Fabricate Pumps
10/26 Prepare pipe submittals
11/23 Review Pipe Submittals
11/30 Procure/Fabricate pipe
8/19 Isolation and cleaning of wet well
8/21 Demolition of pumps and piping
8/23 modification of wet well bases
8/29 Installation of pump base, guide rails and mechanical piping 8/19 Disconnect/Safe Off Pumps and VFD
8/21 Demolition Electrical Equipment
8/27 Installation electrical equipment
9/6 Start Up and Performance testing
9/11 Isolation and cleaning of wet well
9/13 Demolition of pumps and piping
9/17 modification of wet well bases
9/23 Installation of pump base, guide rails and mechanical piping 9/11 Disconnect/Safe Off Pumps and VFD
9/13 Demolition Electrical Equipment
9/19 Installation electrical equipment
10/1 Start Up and Performance testing
10/4 Installation of inflow Bypass
10/8 Cleaning of wet well
10/9 Demolition of pumps and piping
10/11 modification of wet well bases
10/16 Installation of pump base, guide rails and mecha
10/4 Disconnect/Safe Off Pumps and VFD
10/8 Demolition Electrical Equipment
10/14 Installation electrical equipment
10/24 Start Up and Performance testing
29 1 4 7 10 13 16 19 22 25 28 31 3 6 9 12 15 18 21 24 27 30 3 6 9 12 15 18 21 24 27 30 2 5 8 11 14 17 20 23 26 29 2 5 8 11 14 17 20 23 26 29 1 4 7 10 13 16 19 22 25 28 31 3 6 9 12 15 18 21 24 27 1 4 7 10 13 16 19 22 25 28 31 3 6 9 12 15 18 21 24 27 30 3 6 9 12 15 18 21 24 27 30 2 5 8 11 14 17 20 23 26 29 2 5 8 11 14 17 20 23 26 29 1 4 7 10 13 16 19 22 25 28 31 3 6 9 12 15 18 21 24 27 30 3 6 9 12 15 18 21 24 27 30 2 5 8 11 14 17 20 23 26 29 2 5 8 11 14 17 20 23 2 August 2023 September 2023 October 2023 November 2023 December 2023 January 2024 February 2024 March 2024 April 2024 May 2024 June 2024 July 2024 August 2024 September 2024 October 2024 November 2024 December 2024 Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress